780090_Waste Utilization Plan_20211019

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. in particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential far drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for ail nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority_ It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer! early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon dose to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated 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 darn. 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 fertilized 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 on the embankment must be controlled_ This may be done by
mowing, spraying, grazing, chopping, or a combination of 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 allowed 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 should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste inlet Pipes, Recycling Pipes, and Overflow Pipes — look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon darn.
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.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for Teaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from 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 rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance 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 then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall 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 overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1 Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2_ Fill new lagoon design treatment volume at least half full 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).
5. 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
volume. This seeding should occur at least two weeks prior to the addition of
wastewater_
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7- A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away frorn the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, 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.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

▪ proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored Tong term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator, haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure — an example is the placement of a pipe in the darn
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the darn, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
O o -4.33 3300
Gtt0- lo't t -3150
-1 - 91"1 V
q tO - 54-
citD- tin t-3Z1t4
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site_ You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be 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 an the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause 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 pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs_
d) Stop all flow in the house, flush systems, or solid separators.
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 from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a day 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 surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h_ How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b_ if the spill leaves property or enters surface waters, call local EMS phone number.
c_ Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown. LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6, Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer; etc.)
a. Name' Kraig Westerbeek
b. Phone: (910) 293 - 533W
7. implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(1) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(f) Maintain lagoons. settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (1)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g_ 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal ( ) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(Le. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal ( ) Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
ar disposal.
( ) Provide for adequate drainage around manure stockpiles
{ ) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation_ The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AM1C -- November 11, 1996
11

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
• Odor Control Checklist is required by General Statute 143-215.10C{e)(1)
• Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
• Items in bold or pre -selected are required.
• Add any site -specific details related to the selected BMPs
• Include any other odor control measures not listed
• NOTE_ Nor all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source
BMP Option to Minimize Odor Comments
Site Specific Practices
FARMSTEAD
• Swine Production
• Improper drainage
❑ Maintain vegetative or wooded buffers at 4r
near property boundary
D Grade and landscape so water drains away
from facilities and prevent ponding
❑ Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
MORTALITY MANAGEMENT
• Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CSState Veterinarian. Manage • May require third party input/approval
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
• Incomplete incineration © Use incinerators with secondary burners for
complete combustion.
111 Other BMPs— please describe
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED-7/2S/2019

Swine Farm Waste Management — Odor Control Checklist
PermitNo.: "1%-
Cause/Source
BMP Option to Minimize Odor
Comments
Site Specific Practices
HOUSE / BARN —WASTE HANDLING
• Flush tanks
• Odorous Gases
• Partial microbial
decomposition
• Agitation of wastes
• Ammonia
❑ Install flush tank covers
❑ Flush pits at least 4 times per day
❑ Empty pits at least once every 7 days
❑ Underfloor flush with pit ventilation
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers en outside waste collection or
junction box
❑ Install sump tank covers for lift stations
❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs—please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• monitor for any solids accumulation in pit
HOUSE / BARN — FLOOR AND INDOOR SURFACES
• Manure covered floors
+ Odorous Gases
❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ install feeders at high end of solid floors
❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BM Ps — please describe
• Will move with other manure via pits
• Where applicable
• Aids in animal deanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of b APPROVED—7/25/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.: I%"ri
Cause/Source 8MP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
• Dust
• Volatile/odorous gases
El Clean fans regularly —specify frequency
❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
Exarnptes: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
HOUSE / BARN — FEED
♦ Dust
• Adsorbed Gases
♦ Ammonia
In install feed covers
® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed en regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
* Required by rule 15A NCAC o2D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
HOUSE / BARN --GENERAL
• Dust ❑ !astral! temperature and humidity sensors • Maintain relative humidity at 40 to 65%
• Odorous Gases t0 control ventilation
❑ Use ultraviolet Tight to treat indoor air
Q Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
Q Other BMPs — please describe
Swine AMOC Page 3 of 6 APPROVED -- 7/25/201S

Swine Farm Waste Management — Odor Control Checklist Permit No.: r'($-4 0
Cause/Source BMP Option to Minimise Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
• Volatile Gases
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use Correct lagoon start-up procedures
❑ Aerate for odor control
ID Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
© lnstall/use solids separation system
❑ Use proven biological Pr chemical additives • Monitorfor any Increase in rate of solids accumulation
O Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs — please describe
® Maintain proper lagoon volume • Sufficient liquid volume/depth is required
for proper anaerobic treatment
LAND APPLICATION
• Odorous gases
♦ Wind drift
® Perform land application in accordance with
CAWMP
® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
• Required by rule I SA NCAC 02D .1802
• Avoid application no known weekends,
Special days, or holidays/eves if possible
Swine AMOC Page 4 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No.: '1<7'-citp
Cause/Source
BMP Option to Minimize Odor
Comments
Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
❑ When practical, applywaste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
late -afternoon
0 For traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinIders with low -drift nozzles
on center pivots and linear move systems.
O Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs - please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
SLUDGE DISPOSAL
• Odorous gases
❑ Transport sludge in covered vehicles or tankers
© Apply in thin, uniform layers
0 Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc_
❑ Other ttMPs - please describe
• Speeds drying and prevents ponding
• Required within 48 hours or prier to next rain event,
whichever is first, for conventionally tilled
hare soils
Swine AMOC Page 5 of 6 APPROVED - 7/25/2019

ADDITIONAL INFORMATION
AVAILABLE FROM:
Air Management Practices Assessment Tool (AM PAT)
AHG-538-A Certification Training for Animal waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88-5wine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
E3AE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet— Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359— Waste Treatment Lagoon
NC NRCS Standard 380Windbreak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC N RCS 5ta ndard 442 — Sprinkler System
Nuisance Concerns In Animal Manure Management: Odors and Flies; PRO1071995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
www.extensio n.iastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edo
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres-udsagov
www_nres-udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

Version —November 26j zois
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 Feet from any flowing stream or public body of water
(G.S.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 by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit)_ If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional 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 NCOA&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. 10-399.4.
Signature of Farm Owner/Manager
Date
Signature of Technical Spite alist Date

Grower: 50713 Designecity: KBW
Address: PO Box 856 Checked By: DSE/JEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: 0
Wean to Finish: 10330 Hd.
Finishing: 0
Farrow to weanling: --- 0
Farrow to feeder: ------------ 0
Farrow to finish: 0.
Boars: 0
Storage Period: 180 Daya
25 Yr_ 124 Hr Storm Event ------- 7.0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation 7.0 In.
Additional Water Usage: 0
Additional Drainage Area: — 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN) ------- N
Does Operator Want Emergency Spillway? (YIN) --»-- N
Was This Design Built Prior to Sept. 1996? .(Y/N) Y
Is Drain Tile Req'd to Lower SHWT? (YIN) N
Seasonal High Water Table Elev: 0.00
Freeboard: 1.0 Ft.
Emergency Spillway Flow Depth.
Side Slopes: 3 :1 (H:V)
Inside Top Length: 760.0 Ft.
Inside Top Width: 300E0 Ft.
Top of Dike Elevation: Depth 61.70 Ft.
Finished Bottom Elevation: ---- -- 10.00 Ft. 41.70 Ft.
Start Pump Elevation: 19.32 In. 50.09 Ft.
Stop Pump Elevation: ----- 43.44 In. 48.08 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent
Total Volume =
133000 (Cu.Ft.)
423105 (Cu.Ft.).
1187950 (Cu.Ft.)
1,744,055 (Cu.Ft.)
134,462 (Cu.Ft.)
425,413 (Cu.Ft.)
1,190,005 (Cu.Ft-)
1,749,880 (Cu.Ft.)
112 Treatment Volume =
112 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
593,975 (Cu.Ft.)
45.06 FL
48.80 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
101.10%
100.55%
100.17%
100.33%
79.74 In.
34.86 In.
1.5 Ft_
228,000 S.F.
a
M,,mhv-Rmwn 1 1 ( Fnninnarinrr
P.O. Box 85B ,1Marsaw, NC 28398
[phone]

Elevation (FT.)
41.70
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
51.70
rower: 1
Address: PO Box 856
Warsaw, NC 28398
Coun : Robeson
Deslgne• :y: : TT
Checked By: DSE/JEO
Date: 05/05/20
Sheet2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I 'Cu_ Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol. (Cu. FT)
168,000
169,695 50,654
175,393 172,544
181,162 178,278
187,004 184,083
192,918 189,961
198,903 195,910
204,961 201,932
211,090 208,026
217,292 214,191
223,566 220,429
228,000 158,048
Cumul. Vol. (Cu. FT)
0
50,654
223,198
401,476
585,559
775,520
971,430
1,173, 363
1,381,388
1,595, 579
1,816,008
1,974,056
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,744,055 CF
CUMULATIVE VOL.
END PUMP = = = = 48.08 FT
START PUMP = = = 50.09 FT
MAX STORAGE = 50.70 FT
ZONE VOL. 100.33%
1,190,005 CF TR`MT 1,190,005 100.17%
1.515.418 CF TEMP 425,413 100.55%
134,462
1,749,880 CF STORM
101.10%
Murphy -Brown, LLC Engrneering
P.O. Box 856 ,Warsaw NC 28398
[phone]

Grower: 50713
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By: KBW
Checked By, DSE/JEO
Date: 05105/20
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery
0
30
1.00
0
Wean to Finish
10,330
115
1.00
1,187,950
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,187,950
Animal Type Capacity * ALW * (cu_ftJlb) = Total
Nursery
0
30
0.00
0
Wean to Finish
10,330
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Vo ume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
!Anima Type Capacity * Sto. Period d./day) =`Total
Nursery
0
180
0.30
0
Wean to Finish
10,330
180
1.17
2,169,989
Finishing
0
180
1.37
0
Farrow to weanlino
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,169,989
290,105
Anima Type Capacity * Sto. Period d/day) = Total
Nursery
0 r
180
0.00
0
Wean to Finish
10,330
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)-
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower:
Address:
50713 Designed By: KBW
PO Box 856 Checked By: DSEIJEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (228000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol_=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yri24Hr. Storm(in) / 12inift_
Vol_= (228000 sq.ft + 0 sq.ft.) " 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in_/ft.
Vol.= (228000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total! Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavyy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1744055 (CU.FT.)
133,000
133,000
133,000 (CU.FT)
423,105 (CU.FT)
1,187,950 (CU.FT)
0
0
M Lri h
6
y- fVWR, LLC crryrrievring
P.O. Box 856, Warsaw NC [tLIVitr
(91 U) 293-3434

Grower: 50713
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By: KBW
Checked By: DSEIJEO
Date: 05/05/20
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min_ Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME=1749880 (CU.FT.)
Treatment / Sludge Storage Zone Depth ---------
Temporary Storage Zone Depth
Freeboard !Storm Storage Zone Depth —
Total Lagoon Depth
51.70 FT.
Not Al Applicable
50.70 FT.
Not Applicable
50.09 FT.
48.08 FT.
Not Applicable
0.00
41.70 FT.
760.00 FT.
300.00 FT.
3:1 H:V
228,000 SF
1.5 FT.
1.00 Fr.
180 Days
6.4 FT.
2.0 FT.
1.8 FT.
10.0 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

ZONE ELEVATIONS
D4
c0
SV
L: Z
CO C
x 3 0
m E (0
• co
W
� c
0 < U
TOP OF DIKE ELEV = 51.70
TOP OF STORM ELEV = 50.70
TOP OF TEMP STORAGE ELEV = 50.09
r
STRT PMP EL.= 50.09
TOP OF TREAT ELEV = 48,08
END PMP EL. = 48.08
FINISHED BOTTOM ELEV = 41.70
[phone]
P.O. Box 856, Warsaw NC 28398

Urower: 50713 Designed By: KBW
Address: PO Box 856 Checked By: DSEIJEO
Warsaw, NC 28398 Date: 05/05120
County_ Robeson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
COMMENTS:
NOTE: See attached Waste Utilization Plan
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering
P. O. Box 855, Warsaw NC 28398 [phone]

Grower: 50723
Address: PO Box 856
Warsaw, NC. 28398
County: Robeson
Designed By: KM
Checked By: DSE/JEO
Date:
Sheet 1 of 7
05/05120
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanfing:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flaw Depth
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)-------
(YIN) ----
(YIN)
(YIN)
GSION VOLUME REQUIRED VOL.
Storm Stor
Temporary
Permanent =
Total Volume =
132708 (Cu.Ft.)
422814 (Cu.Ft.)
1187950 (Cu.Ft.)
1,743,472 (Cu.Ft.)
Depth
10.00 Ft.
19.32 In.
43.92 in;
DESIGN VOLUMES
133,571 (Cu.Ft.)
433,789 (Cu.Ft.)
1,188,029 (Cu.Ft.)
1,755,389 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
593,975 (Cu.Ft.)
49.22 Ft.
53.00 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
0
10330 Hd.
0
0
0
0
0
180 Days
7.0 In.
7.0 1n.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
700.0 Ft.
326.0 Ft.
55.90 Ft.
45.90 Ft.
54.29 Ft.
52.24 Ft.
REQ`D.
100.65%
102.60%
100.01%
100.68%
80.15 P.
34.83 In.
1 5 Ft.
227,500 S.F.
Murphy -Brown. LLC Engineering P.O Box 856, Warsaw, NC 28398
[phone]

Elevation (FT.)
45.90
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53,00
54.00
55.00
55.90
Grower: 50723
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
ACTUAL DESIGN VOLUME
BASE VOLUME: r---"]Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
169,600
170,143
175,617
181,162
186,779
192,468
198,229
204,063
209,988
215,945
221,994
227,500
Designed By: - KBW
Checked By: DSE/JEO
Date: 05/05/20
Sheet 2 of 7
CALCULATIONS
Incr. Vol. (Cu. FT)
16,987
172,880
178,389
183,970
189,624
195,349
201,146
207,015
212,956
218,970
202,272
Cumul. Vol, (Cu. FT)
0
16,987
189,867
368,256
552,227
741,850
937,199
1,138,345
1,345,360
1,558,316
1,777,286
1,979,558
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,743,472 CF
END PUMP==== 52.24 FT
START PUMP = = , 54.29 FT
MAX STORAGE = 54.90 FT
CUMULATIVE VOL.
1,188, 029 CF TR'MT
1,621,818 CF TEMP
1,755,389 CF STORM
ZONE VOL. 100.68%
1,188,029 100.01%
433,789 102.60%
133,571 100.65°/%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: 50723
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By: KBW
Checked By; DSEhJEO
Date: 05/05/20
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW * (cu.ft./lb) = Totall
Nursery
0
30
1.00
0
Wean to Finish
10,330
115
1.00
1,187,950
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
otal Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,187,950
(Animal Type Capacity * ALW * (cu.ft.11b) = Total
Nursery
0
30
0.00
0
Wean to Finish
10,330
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
otai Requlred Sludge Storage Vo ume (cu. ft_)=
Temporary Storage Volume;
Manure Production:
0
jAnimal Type Capacity * Sto. Period J./day = Total I
Nursery
0
180
0.30
0
Wean to Finish
10,330
180
1.17
2,169,989
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
_ 0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Product'on (cu.ft.)=
Excess Fresh Water:
2,169,989
290,105
Animal Type Capacity * Sto. Period d.Iday) = Total
Nursery
0
180
0.00
0
Wean to Finish
10,330
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
02
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
ulNI,y-oruwrr,trturrreerrng
P.Q. Box 856. Warsaw NO 2 s yd
[phone]

[irower: 50723 Designed By: KBW
Address: PO Box 856 Checked By: DSEIJEO
Warsaw, NC 28398 Date: 05/05120
County: Robeson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in.fft
VoI.= (227500 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr.124Hr. Storm(in)112in.1ft.
Vol.= (227500 sq.ft + 0 sq.ft_) 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) 1 12in.1ft.
VoI.= (227500 sq.ft + 0 sq.ft.) * 0.0 in. 112 in.Ift_
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. 124Hr_ Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfafl Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1743472 (CU.FT.)
132,708
132,708
132,708 (CU.FT)
422,81E (CU.FT)
1,187,950 (CU.FT)
0
0
Murphy -Brown, LLC Engineenrrg P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 50723 Designed By: KBW —
Address: PO Box 856 Checked By: OSE/JEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ---- ------ -- 55.90 FT.
Emergency Spillway Crest Elevation ---_— Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage 54.90 FT.
Top of "Heavy Rain" Storage — -- Not Applicable
Start Pump Elevation 54.29 FT.
End Pump Elevation — ----- 52.24 FT
Top of Sludge Storage -- ------ ________ Not Applicable
Seasonal High Watertable Elev. -- ------ 0.00
Finished Bottom Elevation 45.90 Ff.
Inside Top Length --- --- 700.00 FT.
Inside Top Width -------- 325.00 FT.
Side Slopes 3:1 H:V
Lagoon Surface Area --- 227,500 SF
Min. Liner Thickness (if required) -- FT.
Freeboard Depth ______ �.-- 1 5 —_ 1.00 .
Temporary Storage Period 180 Days
Zone Depths;
TOTAL DESIGN VOLUME _ 1755389 (CU.FT.)
Treatment / Sludge Storage Zone Depth -------
Temporary Storage Zone Depth -
Freeboard / Storm Storage Zone Depth ----
Total Lagoon Depth
6.3 FT.
2.1 FT.
1.6 FT.
10-0 FT -
any -Brawn, t LC Errgrr� C��� y P.O. Box 856, Warsaw NC zrts911 [phone]

ct
Li!
L,
CT
❑ o
w 5 co
cv
( w as
ZONE ELEVATIONS
•
L
13
0< 0
TOP OF DIKE ELEV = 55.90
TOP OF STORM ELEV = 54.90
TOP OF TEMP STORAGE ELEV = 54.29
STRT PMP EL.= 54.29
SHWT = 0.00
TOP OF TREAT ELEV = 52.24
END PMP EL. = 52.24
FINISHED BOTTOM ELEV = 45.90
[phone]
Murphy -Brown, LLC Engineering

Address: AO Box 856 Checked By:
Warsaw, NC 28398 Date:
County: Robeson Sheet 7 of 7
Grower: 50723 Designed By:
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1998.
Emergency Spillway:
An Emergency Spillway is not required.
COMMENTS:
NOTE: See attached Waste Utilization Plan
KBW
DSE/JEO
05/05/20 1
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S.�,.�.
tt111i�kyi;
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, L.LU 1ngineennq
P.O. Box 656, Warsaw NC 28398 [phone]

i
Grower: 50733
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
besigned By: km
Checked By: DSEIJEt
Date:
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage 'Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farrn Population:
05/05/20
0
10330 Hd.
0
0
0
0
0
180 Days
7.0 In.
7.0 In.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ----------- N
Does Operator Want Emergency Spillway? (Y/N) -------- N
Was This Design Built Prior to Sept. 1996? (Y/N)-------- Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)--- ------ — N
Seasonal High Water Table Elev: 0.00
Freeboard: 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------- -------- 3 :1 (KV)
Inside Top Length: 800.0 Ft.
`Inside Top Width: 290.0 Ft.
Top of Dike Elevation: _ Depth 52.40 Ft.
Finished Bottom Elevation: 10.00 Ft. 42.40 Ft.
Start Pump Elevation: 19.32 In, 50,79 Ft.
Stop Pump Elevation_ 44.4 In, 48.70 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor=
Temporary
Permanent
Total Volume =
135333 (Cu.Ft.)
425439 (Cu.Ft.)
1187954E (Cu.Ft.)
1,748,722 (Cu.Ft.)
136,601 (Cu.Ft.)
449,034 (Cu.Ft.)
1,191,452 (Cu.Ft.)
1,777,086 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
593,975 (Cu.Ft.)
45.72 Ft.
49.51 Ft.
100.94%
105.55%
100.29%
101.62%
8021 In.
34.74 In.
1.5 Ft.
232,000 S.F.
Murphy -Brown, LLC Engineerina
P C? Rm. R5F, Warsaw iUf 7R4AR
[phone]

Elevation (FT.)
42.40
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
52.40
Grower: 50733
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By: KBW
Checked By: DSE/JEO
Date: 05/05/20
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: r"."111Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol. (Cu. FT)
170,200
173,705 103,171
179,604 176,655
185,575 182,590
191,619 188,597
197,734 194,676
203,921 200,827
210,180 207,051
216,511 213,346
222,915 219,713
229,390 226,152
232,000 92,278
Gumul. Vol. (Cu. FT)
0
103,171
279,826
462,416
651,013
845,689
1,046,516
1,253,567
1,466,913
1,686,626
1,912,778
2,005,056
These volumes were calculated using the vertical average end area method..
TOTAL REQD VOL 1,748,722 CF
CUMULATIVE VOL.
ZONE VOL. 101.62%
END PUMP = = = =
START PUMP = =
MAX STORAGE =
48.70 FT
50.79 FT
51.40 FT
1,191,452 CF TR'MT
1,640,486 CF TEMP
1,777,086 CF STORM
1,191,452 100.29%
449,034 105.55%
136,601 100.94%
Murphy -Brown, LLG Engineering
P.O. Box 856 , Warsaw, NC 28398 (910) 293 -3434

Grower: 50733
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By: Ki3W
Checked By: DSEIJEO
Date: 05/05/20
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW * (cu_ftMlb) = Total
Nursery
0
30
1.00
0
Wean to Finish
10,330
115
1.00 '
1,187,950
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
squired Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,187,950
Animal Type
Capacity *
ALW * (cu_ft./lb) =
Total
Nursery
`
0
30
0.00
0
Wean to Finish
10,330
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weaniing
0
433
0.00
0
Farrow to feeder
0
522
0 00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
udge Storage Vo ume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period A./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
10,330
180
1.17
2,169,989
Finishing
0
180
1.37
0
Farrow to weaniing
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4,06
0
enure Nroduct on (gala.}=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,169,989
290,105
lAnimal Type Capacity'` Sto. Period J./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
10,330
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weaniing
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
_
0.00
0
Boars
0
180
0.00
0
oval Fresh Water Excess (gals.)=
Total Fresh Water Excess (eu.ft.)=
0
0
Murphy -Brown, LLC Fright G„t,y
P.Q. Box 856, Warsaw rvc; 103y0
[phone]

Grower: 50733 Designed By: KBW
Address: PO Box 856 Checked By: DSE/,IEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 4 of 7
Temporary Storane Volume: (Cont}_
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) *Rainfall / 12in.lft
Vol.= (232000 sq.ft_ + 0 sq.ft_) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol. -(Lagoon Surf, Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in)1 12in./ft.
Vol.= (232000 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) *heavy Rain" Factor (in) / 12in./ft_
Vol.= (232000 sq.ft + 0 sq.ft_) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod, + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1748722 (CU.FT.)
135,333
135,333
136,333 (CU.FT)
425,439 (CU.FT)
1,187,950 (CU.FT)
0
0
Murphy Brown, LLC Engineering
P O. Sox 858, Warsaw NC; 213398 [phone]

Grower: 50733 Designed By: KBW
Address: PO Box 856 Checked By: DSE/JEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation 52.40 FT.
Emergency Spillway Crest Elevation Not AI Applicable
Top of 25Yr,124Hr. Storm Storage ----- 51.40 FT.
Top of "Heavy Rain" Storage Not Applicable
Start Pump Elevation — 50 79 FT.
End Pump Elevation ----- --- 48.70 FT.
Top of Sludge Storage — Not Applicable
Seasonal High Watertable Elev. 0.00
Finished Bottom Elevation — ------ ----- 42.40 FT.
Inside Top Length 800.00 FT.
Inside Top Width ------ 290.00 FT.
Side Slopes
3:1 H:V
Lagoon Surface Area 232,000 SF
Min. Liner Thickness (if required)1.5 FT.
Freeboard Depth ---- 1.00 FT.
Temporary Storage Period ----------- 180 Days
Zone Depths:
TOTAL DESIGN VOLUME = 1777086 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
6.3 FT
2.1 FT.
1.6 FT.
10.0 FT.
Murphy -Brown, LLC Errgirreering
P.O. Box 856, Warsaw NC 2539$ [phone]

ZONE ELEVATIONS
CO
CO
M 4 i
co 0
in 0 ea in
W (1) W
od5c
o
y
Q 0
TOP OF DIKE ELEV = 52.40
TOP OF STORM ELEV = 51.40
TOP OF TEMP STORAGE ELEV = 50.79
STRT PMP EL.= 50.79
0
0
1-
TOP OF TREAT ELEV = 48.70
END PMP EL. = 48.70
i
FINISHED BOTTOM ELEV = 42.40
[phone]

Grower: 50733 Designed By: KBW
Address: PO Box 856 Checked By: DSE/JEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required_
DESIGNED:
DATE:
COMMENTS:
NOTE: $_attached Waste Utilization Plan
2-G
',1li II !l11r
•� GH Q -
SEA!_ {
= 023094
31.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
nnuipriy- Drum I, LLI. trfg!neering P.O. Box 856, Warsaw NC 28398 — [phone]

Grower: 50743
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing_
Farrow to weal ling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 HT Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Designed By: KBW
Checked By: DSE/JEO
Date:
Sheet 1 of 7
WASTE LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table EIeV:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(YIN)
(YIN)---
(Y/N)
(Y/N)
Depth
10.00 Ft.
19.32 In.
44.28 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
Storm Stor =
Temporary =
Permanent
Total Volume =
136500 (Cu.Ft.)
426605 (Cu.Ft,)
1187950 (Cu.Ft.)
1,751,055 (Cu.Ft.)
136,966 (Cu.Ft.)
448,913 (Cu.Ft.)
1,188,194 (Cu.Ft.)
1,774,072 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
593,975 (Cu.Ft.)
44.52 Ft.
48.30 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
05/05/20
0
10330 Hd_
0
0
0
0
180 Days
7.0 In.
7.0 In.
0
Q
0.00
1.0 Ft_
3 :1 (H:V)
900.0 Ft,
260.0 Ft-
51.20 Ft.
41.20 Ft.
49.59 Ft.
47.51 Ft.
% REQ'D.
100.34%
105.23%
100.02%
101.31%
80.11 ln.
34.75 In.
1.5 Ft.
234,000 S.F.
MuJphy-B }wn Ll C ngine€ef Ig r-. v. oCJx aDa vvaraaw, rvt, ZO3V0
{&7#1J W.i-.1434

Grower: 50743
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By: KBW
Checked By: DSEMEO
Date: 05/05120
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: J "'Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SF)
41.20 168,000
42.00 173,015
43.00 179,349
44.00 185,754
45.00 192,232
46.00 198,781
47.00 205,403
48.00 212,097
49.00 218,862
50.00 225,700
51.00 232,609
51.20 234,000
These volumes were calculated using
TOTAL REQD VOL 1,751,055
END PUMP==== 47.51
START PUMP = = 49.59
MAX STORAGE = 50.20
CF
FT
FT
FT
Incr. Vol. (Cu. FT)
136,406
176,182
182,551
188,993
195,507
202,092
208,750
215,479
222,281
229,155
46,661
Cumul. Vol. (Cu_ FT)
0
136,406
312,588
495,139
684,132
879,639
1,081,731
1,290,481
1,505,960
1,728,242
1,967,396
2,004,057
the vertical average end area method.
CUMULATIVE VOL.
1,188,194 CF TR'MT
1,637,106 CF TEMP
1,774,072 CF STORM
ZONE VOL. 101.31%
1,188,194 100.02%
448,913 105.23%
136,966 100.34%
Murphy -Brown, LLC Engineering
P, C. Box 866 , Warsaw, NC 28398
[phone]

Grower: 50743
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed 8y: KBW
Checked By: DSEMEO
Date: 05/05/20
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
'Animal Type Capacity * ALW * (cu.ft.flb) = Totall
Nursery
0
30
1.00
0
Wean to Finish
10,330
115
1.00
1,187,950
Finishing
0
135
1.00
0
Farrow to weaning
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
otal Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,187,950
[Animal Type Capacity * ALW * (cu.ft.flb) = Total
Nursery
0
30
0.00
0
Wean to Finish
10,330
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume feu. ft.* 0
Temporary Storage Volume:
Manure Production:
LAnimal Type Capacity * Sto. Period liday = Total I
Nursery
0
180
0.30
0
Wean to Finish
10,330
, 180
1.17
2,169,989
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,169,989
290,105
[Animal Type Capacity * Sta. Period J./day) = Total
Nursery
0
180
0.00 -
0
Wean to Finish
10,330
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: 50743 Designed By: KBW
Address: PO Box 856 Checked By: DSE/JEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
VoL=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in.fft
Vol.= (234000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol. ----(Lagoon Surf. Area + Addt'I Drainage Area)* 25Yr./24Hr. Storm(in) / 12in./ft_
Vol.= (234000 sq.ft + 0 sq.ft.) 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Add! Drainage Area) """Heavy Rain" Factor (in) / 121n./ft.
Vol.= (234000 sq.fl + 0 sq.ft.) * 0.0 in. /12 inift.
Total Required Volume for "Heavy Rain" (cu.ft.)
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. 1 24Hr. Storm + `Heavy Rain') -
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1751055 (CU.FT.)
136,500
136,500
136,500 (CU.FT)
426,605 (CU.FT)
1,187,950 (CU.FT)
0
0
tvlS.irt.lr+p-ul Vvvl f, I-L.ti CIIyt(I t Golly
P.O. Box 856, Warsaw NC zts39tf (97t)) 293-3434

Grower: 50743 _ Designed By: KBW
Address: PO Box 856 Checked By: DSEIJEO
Warsaw, NC 28398 Date: 05/05/20
County: Robeson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths;
TOTAL DESIGN VOLUME =1774072 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth --
Total Lagoon Depth
51.20 FT,
Not Al Applicable
50.20 FT.
Not Applicable
49.59 FT.
47.51 FT.
Not Applicable
0.00
41.20 FT.
900.00 FT.
260.00 FT.
3:1 H:V
234,000 SF
1.5 FT.
1.00 FT.
180 Days
6.3 FT.
2.1 FT,
1.6 FT.
10.0 FT.
Murphy -Brown, L.LC Engirrccrirry
box 000, Warsaw N(: 113.i& 5
{9f 0) 293-3434

ZONE ELEVATIONS
CO
rn
CO
CO U
z
x 0
Try 0 c5 (4
m as
C6 -
112
c
O D 3
U` < 0
TOP OF DIKE ELEV = 51.20
TOP OF STORM ELEV = 50.20
TOP OF TEMP STORAGE ELEV = 49.59
0
q
ct
c
TOP OF TREAT ELEV = 47.51
FINISHED BOTTOM ELEV = 41.20
[phone]
CO
CO
(13
cci
co
47
O

i
Grower: 50743
Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Designed By:
Checked By: DSE/JEO
Date: 05/05120
Sheet7of7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
`�,,S111111I}f!
NOTE: See attached Waste Utilization Plan :0Q� .oSSi�•
�.��
SEA! _
023994
I!}Itf111111�'
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume levet for sludge storage. This design does not supercede the
original certification of the farm.
Murnhv-Brawn. (_1.C' Fngineering
P.O. Box 856, Warsaw NC 28398
(91O) 293-3434