250029_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 25-0029 Certificate Of Coverage Number: AWS250029
2. Facility Name: Douglas E. Cowan Farms
3. Landowner's Name (same as on the Waste Management Plan): Douglas E Cowan
4. Landowner's Mailing Address: 170 Aurora Rd
City: Ernul State: NC Zip: 28527
Telephone Number: 252-244-2910 Ext. E-mail: mv8pigs@a,yahoo.com
5. Facility's Physical Address: 168 Aurora Rd
City: Ernul State: NC Zip: 28527
6. County where Facility is located: Craven
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Coharie Hoc Farm
10. Operator Name (OIC): Douse las E. Cowan Phone No.: 252-637-8492 OIC #: 17023
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Farrow to Wean 720
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr%
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
1
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
85,378.00
Design Freeboard
"Redline"
(Inches)
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b% the owner and a certified technical snecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for la nd.application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signatureshouldbe by a principalenexecutive officer of the corporation):
V Name: --co 9 t1O S C v , Title:
Signature: II (J ..)* �- Date: —? ---
Name: Title:
Signature: Date:
Name: _ Title:
Signature: - Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Douglas E Cowan
Douglas E. Cowan Farms
170 Aurora Rd
Ernul, NC 28527
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECERMINC=WR
APR 0 4 2019
W to ue ty
Room' Operations Section
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-qualit► -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coveras2e under the State Non -Discharge General Permits. Fou must submit an application for
permit coverage to the Division. Enclosed ►ou will find a "Reuuest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that 'ou must include one (1) cop of the Certified Animal Waste Management Plan 1CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
jF
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Craven County Soil and Water Conservation District
AFOG Section Central Files - AWS250029
Coharie Ho:. Farm
o f 4 Nat C5ro rta Department of Ery ror.men.ta- €l;aa! t� I D]V s ore of Water Reso�aroes
.. 512 N. Sa"sbcy St. 1 163E Ma Se^vre Center I Ras gh , North CsroE sa 27699-163 6
919.727 :MO

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 for 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 all 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
1

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 close 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 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 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
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.
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 from 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 long 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
dam 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 dam, 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)
X)
03
t25Z1 (6,33-b3617
252.-(231- a5 L(7
-25a-@33 14 "7 7
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.
A.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
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 clay type soil.
8

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 Sheriff's 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: ( Li 13'c°G'(��'1
b. Contractors Address: R JAJJPf�J I ✓�
c . Contractors Phone:—(.o7(-939.?
6. Contact the technical specialistwhocertified the lagoon (NRCS, Consulting Engineer, etc.)
/e tit
a. Name: , s
b. Phone: 25 - ia31— 5'1 7
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
(✓) 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
(✓) 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 (v)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
(i.e. 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
or 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.
DiesV o Cc
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(1)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(v)Good judgment and common sense
Animal body
surfaces
Dirty manure
covered animals
( )Dry floors
Floor surfaces
Wet manure -covered
floors
Manure collection Urine
pits
Partial microbial
decomposition
Ventilation
exhaust fans
Indoor surfaces
(V)Slotted floors;
(v)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(i)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
(/)Frequent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation
Volatile gases (y)Fan maintenance;
Dust (/)Efficient air movement
Dust
(v)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
points
Agitation of recycled ( )Extend recharge lines to near bottom of
lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain
collection or
junction boxes
Agitation during waste ( )Box Covers
water conveyance
End of drain
pipes at lagoon
Agitation during waste
water
( )Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(/)Proper lagoon liquid capacity
(v)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
nozzles Wind draft
(✓)Irrigate on dry days with little or no wind
(v)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12

Storage tank or
basin surface
Settling basin
surface
Manure, slurry or
sludge spreader
outlets
Dead animals
Partial microbial ( )Bottom or midlevel loading
decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Carcass decomposition ( )Proper disposition of carcasses
Dead animal
disposal pits
Carcass decomposition ( )Complete covering of carcasses in burial pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion ( )Secondary stack burners
Standing water
around facilities
improper drainage
Microbial decomposition of
organic matter
(V)Farm access road maintenance
away from facilities
Manure tracked
onto public roads
from farm access
Poorly maintained access (V)Farm access road maintenance
roads
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
NCSU-Swine Extension
NC Pork Producers Assoc
NCSU Agri Communication
Florida Cooperative Extension
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101,
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
Landowner Signature)
13

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
997689 Database Version 4.1 Date Printed: 7/17/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
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 that 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.
997689 Database Version 4.1 Date Printed: 7/17/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
997689 Database Version 4.1 Date Printed: 7/17/2018 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
997689 Database Version 4.1 Date Printed: 7/17/2018 Specification Page 4

Primary Secondary
IJ
Versfrn—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,
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 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.
DmiSea
Signature of Farm Owner/Manager
ature o(T hnical Specialist
Date
Date

United States Soil
Department of Conservation
Agriculture Service
OPERATOR: _ b c <j j c d l 2
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 Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
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. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment la,loon.
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 borrow area.
NOTE: Design Requirement:
oos cu.ft. _ cu.yds:
Estimate of Excavation.
3cu.ft. = cu, ds.
Y
Estimate of Pad S Dike: /
,bcu.ft. = �$,j G&Lcu.yds.
Ration
Job Class 1/l
Designed By / 0
Design • Approval
O.
The Sod Conservation Servvice
is an agency of the
Department of Agr,cuiture
3-19_9e
Date
Name
Date
aX /..fir/A'a Q P '4/Q f /o A — .� A Goo,r,/
M. 7r'� 7. 400e e,p0 /N D/ E,
JvNi5
fYEctirbepEf1lt:zmill
APR 042019
Water,4ua'i,
Regional Operations Section

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for -"waste treatment with rn i n i rnurn odor-
,.contro I . The • t i rne. required for- the planned fluid level to be
reached may.vary due to sco i I conditions, f I ush i ng operations, and
the amount of fresh water added to the system:
Land application of waste water- is recognized as an acceptable
method of disposal. Methods of application include honey Wagons
(sprayer or injection) and irrigation (center pivot, guns, or
travelers) ; Care needs to be taken when applying waste to
prevent damage to crops . or- runoff fr-orn the field.
The following i terns are to be carried out:
1. Begin pump -out of the 1 a;goon when fluid level res.chet i riyert
of outlet pipes.
2. Stop pump -out before fluid depth is less than 5 feet deep
(this prevents the loss of favorable bacteria) .
3. The recommended maximum amount to a - Filly per irrigation
inch, and rn a ; i i rn u rn recommended application rate is , , a -
nch
hour.
4. It is strongly recommended that the treatment lagoon be
precharged to 1/2 its capacity to prevent excessive odors during
startup. Precharg i ng reduces .the concentration of the initial
waste entering the lagoon thereby' reducing odors. Solids should
be covered with effluent at all times.
5. Keep vegetation oh the embankment and areas adjacent to. the
lagoon rnc'.,ed."
6. Repair any er'aded areas and establish in vegetation.
7. The Clean Water Act of 1977 prohibits the discharge of
.pollutants into waters of the.I;nited States. The Department of
Natural Resources and Cornrnun i ty Development (DNRCD) , Wastewater
.Man3.ernent Section, has the responsibility for enforcing this law.
3. All surface runoff is to be diverted from the lagoon to
adequate outlets.
NOTE; An analysis of the waste water- can be obtained at
cornrnerc i al laboratories or at a fee of $r,:.00 per sample at:
N.C. Department of Agriculture Plant Analysis Lab
Agronomic Division
Blue Ridge Road c:eri.ter
Raleigh, N.C. 27611
Rhone. 919-7 2.-2r_,5F,

-)41
•
3/
709°r/AL'
,',c4-01-1111;4
SCS- ENG- 538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME -TO/ (..,6'',Whvi DISTRICT 7,1'0191//e4/
DATE 2-- ZZ-- 941' COUNTY '/C/91 /e/j—
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND__ ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE
BORINGS WERE
MADE (Approx. scale 1"= feet)
Locate reference point in center line of dam and identify on sketch.
SHOW
DEPTH
SCALE
•
BORING NUMBER AND PROFILE '
Make and fist dam -site and spillway borings first • then ponded area and borrow pit borings - separate with vertical red line.
(Continued on back where necessary) Show water table elevations on dam -site borings,
1
2
3
4
5
6
7
8
9
10.
11
12
13
14
15 ,
16
17
18
19
20
21
- -
22
—
23
0 •-• .2""
5 p
.
,.
.
.•
,_ 5-
9'Af,
I>
•
_
i._
.
,.,1'
I%
kilil
:4
.
.
.
..
!I.
II
!I
•
1
•
•
i I
5.1.
hi
.
h
i
• ii
',....
_
:!
. h
. •
.
•
,
e
,, .. • 1/ • Y.. • 11--il-
M_AD1/14,(A/ '-/C/V):5 • .4 SIGNATURE & TITLE • 1 11
BORINGS E BY
iv Re 1.770
4/1/, nevi'

IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 20402.1890
August 8, 1989
SUBJECT: Nationwide Permit No. 26
Mr. Doug Cowan
170 Aurora Road
Ernul, North Carolina 28527
Dear Mr. Cowan:
On July 18, 1989, you met with Mr. Hugh Heine of my staff regarding your
plans to expand an existing treatment lagoon for your hog farm off Robbins
Branch in Ermul, Craven County, North Carolina. This activity would impact
0.5 acre of wetlands found within the headwaters of the creek. This activity
is authorized by the following nationwide permit.
For the purposes of the Corps of Engineers" Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330, published in the Federal Register
on November 13, 1986, lists nationwide permits. Authorization was provided
for discharges of dredged or fill material into non -tidal rivers, streams, and
their lakes and impoundments, including adjacent wetlands, that are located .
above the headwaters and other non -tidal waters of the United States,
including adjacentt wetlands, that are not a part of a surface tributary system
to interstate waters or navigable waters of the United States.
Your work is authorized by nationwide permit provided it is accomplished
in strict accordance with the enclosed conditions. Please be aware that this
authorization, pursuant to our administrative regulations, 33 CFR 330.11(1).,
is valid only for a period of two years from the date of this letter. Also,
this authorization does not relieve you of the responsibility to obtain any
required State or local approval.
If you have questions, please contact Mr. Heine, Regulatory Branch,
telephone [phone].
Sincerely,
%,..
harles W. Hollis
hief, Regulatory' Branch
Enclosure
.l

iliOn
United States Soil
Department of Conservation
Agriculture Service
1991
OPERATOR: U OL ( rn1rani
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 Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed.- The Soil Conservation-.'
Service personnel will meet with all concerned parties and walk over thee.
site to explain all flags and markings. It is important that everyone_`
understand what is expected so that final construction meets plans and:
specification and the job can be certified For payment (if cost -sharing:
is i.nvolved).
The pad dimensions and grades 'are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads.: The'
Soil Conservation Service personnel will assist in a limited -capacity,`:
as its major concern is the proper design and construction of*the waste
treatment Iayoon.
The actual amount of material' required for pads and•dam may vary from the
estima4es. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction i5 complete
on'thce' lagoon, the contractor and owner will negotiate on the price. and
location of borrow._area.
NOTE: 'Design Requirement:
Estimate of Excavation:
Estimate of Pad & Dike:
AL3:I Ration
Job Class u1L
Designed By
Design Approval
16,
The Sod Conservation Service
is an agency of the
'Department of Agncuiture
2.22003
25 3.4,Lcu.ft.= � cu.yds..
cu.ft.= 1-17 f cu.yds.
cu.ft. = �,.g33 cu.yds.
Date
Name
'e7ft/
Date
41.

SEEDING RECOMMENDATIONS
-
1.5 ACRES
»
'USE`THE.SEED MIXTURE INDICATED:
'
<`7=
�
' 90 LBS. FESCUE GRASS . 60 LBSQACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
' SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
'
0 LBS. 'PENSACOLA' BAHIA GRAS9 @00 LBS./ARE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
�
.
0 iBS. HULLED BERMUDA GRASS @ 8 LB�./AC.
' (SUITED FOR MOST'SOIL CONDITIONS)
SEEDING DATES: A/RIL 1- TO JULY 31
.
45 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBV/A&RE ITEMPORARY VEGETATION)
SEEDING D�TES: DECEM8ER`1�TO 'ARCH 30
. m �^�~' � �
APPLY THE'FOLLOWING:
^
1500 LBS. OF 10 10 10 FERTILIZE i 0A[A-
` 0'
. .
3 TONG O L E
NT601ACY
' } .
150 BALES iq A1 E)
' r .
'ALL,SURFACEDRAINS SHOULD R to SEEDING; SHAPE
ALL DISTURBED AREA 'MMED1 «' '-MOV M' 18 COMPLETED.
A PPLY `LIME AND TILIZER PARE A' 3 TO 4 INCH
^
SMOOTH SEEDBED. APPLY`SE ED WITHA CULTIPACKER
',OR.SIMILAR EQUIPMENT�!�`APPCY-''U hE�URE WITH A MULCH
.� . ' '. ` , , '` `��,'�`�'�,r,~�a~r.,�`.� .
NCHORING`
',
�..t�-
. ~
.^~.,�'�'
�PENSACOLA|BAH�*�RASS LS G�0W�xnu.ESlABLfSH THAN COMMON
� ��
�J�^ �,"���� ��� RECOMMENDED THAT 8
: �_��� mm *
�LBSIZACRE.OFiCOMMQNoBERMUDA`8E`�INCLUDED TO PROVIDE COVER
� UNfI"'n' `l/ ' ���V ` '
�.
?/,

°
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
C!ear in8:
---------
Ai( trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumpy 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 thorouSh|y before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown -in
the plans.
Construction:
-------------
Construction of excavated and earthfi| | areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfil| shall not be placed
in standing water and'reasonab|e compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon 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 (1) foot below grade and backfi|led and
compacted with a suitable material Cie-CL,SC,CH). Refer to the soils
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.

'U. S.'Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner J Or,L ck '-p�„qa� County
Community or:.Group No.
NC-ENG-34
September 1980
File Code: 210
. Cl� �l Dili
Conservation Plan No.;
Estimated Depth of Water to Top of Dam rf_e2 Ft. Length of Flood Pool',
Date of Field Hazard Investigation "- Z `T L
Ft.
Evaluation by...reach of..flood plain downstream to the point of estimatedminor ,,effect
from sudden- dam -failure.
Est.: E1 ev. :Es.t. ' El evati on
Kind of :Improvements::' ofeach
Reach: Length.: Width: Slope: Land Use : Improvements. .:. Above :,Fl,o.odw`Brater Above
. : Flood Plain: F.ioed Plain
Ft. Ft. :
1
•
•
•
•
2
•
1.•
•
•
•
•
Ft. ::; ,..Ft.
•
•
•
•
•
•
oJ
3
•
•
•
•
•
•
.i-i
•
•
Describe potential for loss of''life and damage to existing or probable future downstream
improvements from a sudden breach --r4, ; s �,�. e { ,�; t � 1 „& ki Q p/.14, ,,a1Q ,4
r O•
S06 .-1r3-J/ +/j b q d/ L '4 Ir 5L....t4-
Hazard Classification of Dam b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By
name title
A
Concurred By 67,,,
name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date A-- 2117t
Date

SCS-ENG-538 ;
'Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME O �aGJ/�n% DISTRICT ov
, ,�
DATE 7- 3a- 9/ COUNTY G A le
S. C. S. PHOTO SHEET NO. WORK UNIT AAPAA-. G/`N A) C
,
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
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BORINGS MADE BY E//3 • SIGNATURE & TITLE
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NC-ENG-12
8/72
(formerly NC-71)
U.S. Department of Agriculture
Soil Conservation Service
VOLUME ESTIMATE FOR EARTH EMBANKMENT
Name 0 ► CO W.14/
Address F,A/Z ,/ C-•
Top Widtt} /0
Embankment:
Side Slopes 3 ; /
STATION
FILL
HEIGHT
(Feet)
END AREA
(Sq.Ft.)
SUM OF
END AREAS
(Sq.Ft.)
DISTANCE
(Feet)
DOUBLE
VOLUME
(Cu..Ft. )
o 2-.o0
3. S
7 7/
_o-t .<
3,7i
1-3
I3._.
75
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17/3
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1- .) 3 op
7 7,-,40
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3'9
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• /4/, ,5
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/9.(z,.
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•
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7 $?
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/1, 9 7
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/04 . 7 /Z , .a
1. Double Volume of Fill s 2= --Wit 7"--5 Cu. Ft.
2. Volume of embankment fill (line 1 = 27)= /g 7 ;7 Cu. Yds.
3. Allowance for settlement (5 or 10% of line 2) _ _-'.•f.?•`r% Cu. Yds.
4. Total cubic yards (line 2. + line 3)= /7 , Y Cu.. Yds.
Computed by
ofl *CLrT WORTH. T[IRa I�1R
Date `�

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations and
the amount of fresh water added to the system. '
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:
I. 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.
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 |evel reaches e/eva
tion 99.8 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 98.0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0 4
inch per hour. ^
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annua((y. 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.,
T. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. 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,,
.�

'ator:Dou8 Cowan County: Craven
Date: 07/31/91
tance to nearest residence (other than owner): 1000.0 feet
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs.
240 sows (farrow to feeder) x 522 lbs.
0 head (finishing only) x 135 |bs.
0 sows (farrow to wean) x 433 |bs.
0 head (wean to feeder) x 30 |bs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 125280 /bs. SSLW x Treatment Vnlume(CF>/|b SSLW
Treatment Volume(CF)/|b. SSLW= 1 CF/|b. SSLW -
Volume = 125280 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
=
=
=
=
=
0 |bs
125280 (bs/
0 1bs
0 /bs
0 }bs
125280 /bs
Inside too length 190.0 feet ; Inside top width 145.0 feet
Top of dike at e|pvation 101.5 feet ^
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid |evel at elevation 100.5 feet
Bottom of lagoon elevation 91.5 feet
Seasonal high water table elevation 93.0 feet
Total design volume using prismoida| formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 184.0 139.0 9.0
AREA OF TOP
LENGTH * WIDTH =
184.0 139.0
AREA OF BOTTOM
LENGTH * WIDTH =
AREA OF MIDSECTION
LENGTH * WIDTH * 4
157.0, 112.0
25576.0 (AREA OF TOP)
11050.0 (AREA OF BOTTOM)
70336.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3
25576.0 70336.0 11050.0
*
DEPTH/6
1.5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 160443 CU. FT.,

,
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 145.0 27550.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 27550.0 square feet
Design temporary storage period to be 180 days.
. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume— 125280 Lbs. SSLW * CF of Waste/Lb /D
Volume = 30194 cubic feet ^ ay * 180 days
Volume of wash water
This is the amount of fresh water used for washin f of fresh water used for a flush system Flush S � «»rs »r volume
the (aS»»» water are accounted for in ^usA, systems that recirculate
Vo|ume =
Vo|ume =
0.0 8a//ons/day *
0.0 cubic feet
180 days storaSe/7.48 gallons
per CF
Volume of rainfall /n excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess ra'infal| =
7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 16070.8 cubic feet

'
'
Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 17218.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
6C /xo
TOTAL
SUMMARY
T"+a/ ,"~.�..� ._.._-
..... .=y"..�u vv/ume ic feet
+
30594 cubic feet
0 cubic feet
16071 lubic feet
17219 cubic feet
u �
/�a���c^ ' � /� ,,
63QC4 cubic feet
7693/y
Min. req. treatment volume Plus sludge accumulation 125280 cubic feet
At elev. 98.0 feet ; 4++4+a**o~4s -10217��-c�hfr4-eet (end pump|ng)
Total design volume less 25yr-24hr storm is 412224 cubic feet
At elev. 99.8 feet ; V0l­um=_!w----+450+0_smxV*_jww,(start pumping)
Seasonal high water table elevation 93.0 feet
DESIGNED YIAnn
".,"uvcu u,:,����»_
- / _/5/
`
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
IL

VOLUME OF
.
x
4,
,
erator:Doug Cowan
County: Craven
itance to nearest residence (other than owner):
STEADY STATE LIVE WEIGHT
0 sows
240 sows
0 head
0 sows
0 head
(farrow to finish)
(farrow to feeder)
(finishing only)
(farrow to wean)
(wean to feeder)
x
x
x
x
x
1417
522
135
433
30
|bs.
/bs.
|bs.
|bs.
Ibs.
Date:
0T/31/91
1000.0 feet
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume vo/ume = 125280 |bs. SGLW x Treatment Vo|ume(CF)/|b SSLW
Treatment Volume(CF)//b. SSLW= 1 CF/|b S^oLW'
Volume = 125280 cubic feet ^
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
=
=
=
=
=
'
Inside top length 120.0 feet ; Inside top
Top of dike at e1evation -
101'-� fp�+
'
Freeboard 1.0 feet ; Side slopes -~ 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 100.5 feet
Bottom of lagoon elevation 91.5 feet ^
Seasonal high water table elevation 93.0 feet
Total design volume using prismoida| formula
0
0 !bs
125280 |bs
0 |bs
0 (bs
0 1by
125280 |bs
SS/END1 SS/END2 SS/SIDE1 qS/SIDE2
QW& QM0 3'0 3.0
o,n 40,01
AREA OF TOP
LENGTH * WIDTH =
&14wo 84.0
126
AREA OF BOTTOM
LENGTH * WIDTH
=
�� ���
30^ 0 1600
151*40 (AREA OF BOTTOM)
'--
AREA OF MIDSECTION
LENGTH * WIDTH * 4
+4406 5T.0
width 90.0 feet
LENGTH WIDTH
114.0 84.0
(AREA OF TOP)
DEPTH
9.0
e3 ~
190J6.0 (AREA OF MIDACTION * 4)
CU. FT. = [AREA TOP + (4*AREA~MIDSECTION) + AREA.BOTTOM] * DEPTH/6
LAGOON AT TOTAL DESIGN LIQUID LEVEL =
CU. FT.

^
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
120.0 90.0 10800.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
'
TOTAL DA 10800.0 square feet
Design temporary storage period to be 180 diys.
. Volume of waste produced
6
Vo|ume - --f£5�8f�{bs. SSLW * CF of
Volume
]. Volume of wash water
1`on uays
This is the'
of f�esh water
of fresh water used for washing floors or volume
a er used for a flush system Flush system that
the ia8»»» water are accounted for in ^A, srecirculate
VoIume =
0.0 gallons/day * 180 days stora8e/7.48 gallons
Volume = 0.0 cubic feet
�. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess r'infa|| = . 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 6300.0 cubic fee ~
per CF
/

»
^
� Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 6750.0 cubic feet
TOTAL REQUIRED TEMPORARY STOR48E
c-reet
5B. 0 cubic feet
5C. 6300 cubic feet
5D. 6750 cubic feet
TOTAL OW
Lubic feet
SUMMARY
Total required volume 168924 cubic feet
YVcf`'/ Tota{ des i8n vo(ume avai| &/s�o
. 16:18 cubic feet
Min. req. treltm.ent volume plus sludge accululAt4on
^. '.``
*� e|ev. 98.0 feet |ume i��'~0~-'`6403 cubic feet (end pumping)
Total design vo)pme less 215 h« �~ storm is 40068 cubic feet
125280 cubic feet
At e/ev. 99.8^*AST ; Volume is ~`�� cubic feet (start pumping)
Seasonal hi'8h^water table elevation 93.0-~-`�t
DESIGNED BY: / )
DATEDATE:
NOTE: SEE ATTACHED WAST^ UTILIZATION PLAN
'
°
"00 0/K201�
~=�

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
1
CLIENTS NAME > DOUGLAS COWAN
COUNTY > CRAVEN CO.
TODAYS DATES > JANUARY 8,1999
DISTANCE TO NEAREST NONFARM RESIDENCE => 1000 FEET
NUMBER OF PIGS WEANLING TO FEEDER > 0
NUMBER OF PIGS FEEDER TO FINISH > 0
NUMBER'OF SOWS FARROW TO WEANLING >
NUMBER OF SOWS FARROW TO FEEDER 720
NUMBER OF SOWS FARROW TO FINISH > 0
DEGREE OF ODOR CONTROL > 0
> 1.0
(minimum 1.0 cu. ft. per lb SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION > 0.0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL > 405.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL > 176.0 FEET
NORMAL WATER LEVEL ELEVATION > 97.5 FEET
SEASONAL HIGH WATER TABLE ELEVATION ===> 93.0 FEET
LAGOON BOTTOM ELEVATION > 91.5 FEET
Depth of Permanent Water 6.0 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet) -
SIDE SLOPES
Permanent Volume Required 0 3.0:1
q 311760.0 cubic feet
Permanent Volume Provided 367524.0 cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FEET
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE > 180 DAYS
GALLONS OF FRESH WATER ADDED DAILY ====>
EXCESS RAINFALL ABOVE EVAPORATION > 0 GALLONS
25YR/24HR STORM RAINFALL 11.7 INCHES
FREEBOARD > 7.5INCHES
ESTIMATED TOP OF DAM ELEVATION > 1.0 FEET
> 101.5 FEET
Temporary Storage Volume 213413.5 cubic feet
Top of Dam Elevation = 101.5 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 429.0 feet Width = 200.0 feet
Begin Pumping Elevation =
Stop Pumping Elevation =
Volume To Be Pumped =
99.7 feet
97.5 feet
159788.5 cubic feet

STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs. = 0 lbs
0 head feeder to finishing x 135 lbs. = 0 lbs
720 sows farrow to weanling x 433 lbs. = 311760 lbs
0 sows farrow to feeder x 522 lbs. = 0 lbs
0 sows farrow to finish x 1417 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 311760 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cuft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 0.0
Sludge Volume = 0.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 311760.0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 97.5 feet
Construct lagoon bottom elevation 91.5 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0 3.0 6.0
AREA OF TOP
LENGTH *WIDTH =
405.0 176.0
AREA OF BOTTOM
Lb * Wb =
369.0 140.0
AREA OF MIDSECTION
(Lm * Wm) =
387.0 158.0
71280.0 (AREA OF TOP)
51660.0 (AREA OF BOTTOM)
61146.0 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
71280.0 244584.0 51660.0 1.000
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =67524.0 CU. FT.
VOLUME NEEDED = 311760.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 405.0 FEET LONG BY 176.0 FEET WIDE
5. DIKE

Place spoil as a continuous dike to elevation 101.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
429.0 200.0
Additional Drainage Area
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
Volume =
85800 square feet
0 square feet
85800 square feet
180 days.
311760 SSLW * 0.0101481 gallon/lb. SSLW/day *
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 76133.5 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume =
0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 11.7 inches
Volume = 11.7 inches * DA / 12 inches per foot
Volume = 83655.0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches * DA / 12 inches per foot
Volume = 53625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 76133.5 cubic feet
6B. 0.0 cubic feet
6C. 83655.0 cubic feet
6D. 53625.0 cubic feet
TOTAL TEMPORARY STORAGE 213413.5 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)

Depth required
area
Depth required
Depth required
= Volume of temporary storage divided by surface
of lagoon.
213414 cu.ft. / 71280 sq. ft.
3.0 feet
Normal lagoon liquid elevation =
Depth required =
Freeboard _
Top of Dam
THE DIMENSIONS
ARE
8. SET BEGIN PUMPING
97.5 feet
3.0 feet
1.0 feet
101.5 feet
OF THE INSIDE EDGE OF THE DAM AT ELEVATION 101.5
429.0 FEET BY 200.0 FEET
ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME =
76133.5 cubic feet
0.0 cubic feet
83655.0 cubic feet
159788.5 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required =
Depth required =
DESIGNED BY:
DATE:
159788.5 cu.ft. / 71280.0 sq. ft.
2.2 feet
APPROVED BY:
DATE:

Nutrient Management Plan For Animal Waste Utilization
07-17-2018
This plan has been prepared for:
Douglas Cowan
Douglas Cowan
170 Aurora Rd
Ernul, NC 28527
252-244-2910
This plan has been developed by:
Andrew W Metts
NRCS
302 Industrial Dr
New Bern, NC 28562
2526372547
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Dom Co-wavIg-N - 1g
Signature (owner)
Date
-��►g
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: k /j 7Z 7/z p
Technical Specialist Signature Date
997689 Database Version 4.1 Date Printed: 07-17-2018 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 2,306,160 gals/year by a
720 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2771
Incorporated
:-'3326
Injected
3326
Irrigated
•% 2771
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1 r
2,771
3780
-1,009
3,145,722
-839,562
`.; O 5c%•t;�-.�N� (4). ,3 o- D J f cL7 2-i r-^.. ! /yr c?.,. ?).a 651 O c},.el,
cf
ce. oCc; I( 041 y! .of.`i- I'��pc90��0.!i'n, �n_`, i� 0, 5"... 0 tf % _7 ';�i i
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
997689 Database Version 4.1 Date Printed: 07-17-2018 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the
Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested
plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive
no additional applications of manure. Regardless of the PLAT raring, starter fertilizers may be recommended in accordance
with North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in
the following table if the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
LI
Soil Series
Crop Sequence
RYE
P205
Removal
(1bs/aere)
Applied
(lbs/aere)
2169
1
5.10
5.10
Medium
N/A
•' Conetoe
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
*7.0 Tons
86
N/A
2169
2
6.75
6.75
Low
N/A
/ Conetoe
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
*7.0 Tons
86
N/A
PLAN TOTALS:
11.85
11.85
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
2
<—_ 10
Moderate potential to contribute to
soluble nutrient leaching below the
root zone.
Nutrient Management (590) should be planned.
> 10
}sigh potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
PLAT Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
997689 Database Version 4.1 Date Printed 7/17/2018
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed
to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applicatiom
to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the
indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the
plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient\
pplied
`(lbs/A)
Liquid
Manure
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2169
1
S9
Conetoe
5.10
5.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
212.20
0.00
2169
1
S9
Conetoe
5.10
5.10
Hybrid Bermudagrass Hay -
*7.0
3/1-9/30
*342' I
0
0
Irrig.
269
223.85
0.00
1,141.65
0.00
2169
2
S9
Conetoe
6.75
6.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61
0.00
280.86
0.00
2169
2
S9
Conetoe
6.75
6.75
r
Hybrid Bermudagrass Hay
*7.0
3/1-9/30
*342
0
0
Irrig.
269
223.85
0.00
1,511.01
0.00
Total Applied, 1000 gallons
3,145.72
Total Produced, 1000 gallons
2,306.16
Balance, 1000 gallons
-839.56
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
997689 Database Version 4.1 Date Printed: 7/17/2018
WUT Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with
soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table
provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists
the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2169
1
Conetoe
0.60
1.0
2169
2
Conetoe
0.60
1.0
997689 Database Version 4.1 Date Printed 7/17/2018
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management
plan developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the
plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test
results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are
utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste
be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In
such situations, additional nitrogen applications from nonorganic sources may be required to supply the recommended
amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
U
N
(lbs/A)
P205
(-ibs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
2169
1
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres jApp. Period
5.10
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Conetoe
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
1.0 Tons
12-08-16
Manure
50
37
171
8
0
2
0
0
P Removal] Rating
15 lbs/ac.
tiiedium
BALANCE
0
37
171
8
0
2
0
0
Tract Field
2169
2
Req'd Nutrients
50
0
0
0
0
0
.0
0
Acres App. Period
6.75
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Conetoe
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
12-08-16
Manure
50
37
171
8
0
2
0
0
P Removal Rating
15 lbs/ac.
w
BALANCE
r 0
37
171
8
0
2
0
0
NOTE: Symbol * means user entered data.
997689 Database Version 4.1 Date Printed: 7/17/2018
NMR Page 1 of 2

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels
of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant
growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount
of copper and zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current soil index
for copper or zinc, we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Tract
Field
- Crop
pH
Lime Recom.
(tons/acre)
Cu-I
Copper Recommendation
Zn-I
Zinc Recommendation
2169
1
Small Grain Overseed
6.0
0.0
60
None
166
None
2169
1
Hybrid Bermudagrass Hay
6.0
0.0
60
None
166
None
2169
2
Small Grain Overseed
6.0
0.0
42
None
125
None
2169
2
Hybrid Bermudagrass Hay
6.0
0.0
42 tNone
125
None
997689 Database Version 4.1 Date Printed: 07-17-2018 STV Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each
source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,
this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is
nitrogen but other nutrients including phosphorous; copper and zinc can also be limiting. Since nutrient levels are generally
very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and
lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Com 120 bu
150
14.69
19.12
38.23
57.35
Hay 6 ton R.Y.E.
300
29.38
9.56
19.12
28.68
Soybean 40 bu
160
15.67
17.92
35.84
53.77
997689 Database Version 4.1 Date Printed: 07-17-2018 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design storage
capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered
by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage
volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates
that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is
negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either
of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with
the structure's temporary storage capacity.
Source Name
Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
,
1
75
1
2
47
1
3
68
1
4
80
1
5
112
1
6
166
1
7
180
1
8
180
1
9
180
1
10
165
1
11
151
1
12
136
* Available Storage Capacity is calculated as of the end of each month.
997689 Database Version 4.1 Date Printed: 07-17-2018 Capacity Page 1 of 1

Crop Notes
The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
997689 Database Version 4.1 Date Printed: 07-17-2018 Crop Note Page 1 of 1

Soils Map
Customer(s): DOUGLAS E COWAN
State and County: NC, Craven County, North Carolina
District: CRAVEN SOIL & WATER CONSERVATION DISTRICT
Legal Description: Farm: 7772 Tract: 2169
USDA
Legend.
DCowan F7772T2169EQI P18
n CnB
De
Tm
Date: 9/28/2017
Field Office: NEW BERN SERVICE CENTER
Agency: NRCS
Assisted By: CHARLES MORGAN
Prepared with assistance from USDA -Natural Resources Conservation Service
190
190
350
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.$ Douglas Cowan
Spray fields