710079_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
Ikon -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: 71-0079
2. Facility Name: Six Forks Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 7211 Hwy 53 E
City: Bu_ r¢aw State: NC
Telephone Number: 910-259-4602 Ext. E-mail:
5. Facility's Physical Address: 1051 Moore Rd
City: Bu_gr ag State: NC
6. County where Facility is located: Pender
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"):
10. Operator Name (OIC): James W. Connor
Certificate Of Coverage Number: AWS710079
James W Connor
Zip: 28425-3535
Zip: 28425
Prest�ms Inc
Phone No.: 910-259-4602 OIC #: 16445
11. Lessee's Name (if there is not a Lessee, write "None"): Worth W King
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
2,400
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep- Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

�7 C
ROY COOPER
cowrrrdr
MICHAEL S, REGAN
Setrrrrary
LINDA CUULPEPPER
Virra NO
James W Connor
Six Forks Farm
7211 Hwy 53 E
Burgaw, NC 28425-3535
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
MAR 2 8 2019
February 27, 2019
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 ht ://de c. +ovter ualitv-regional-o eratio fo 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 '� our continued coverage under the State N n-Discharge ,eneral Permits. you must subm't an nlication for
hermit coverage to the Divisio Enclo ed � ou will fi d a "Request for Certificate of Coverage Facility urrentl► Covered bv_
EN2irinL, State Non -Discharge General Permit." The allication form must be completed. igned and returned by April 3. 2�.
Please note that you must include one 1 co ► of the Certified Animal Waste Management Plan CAWMP) with t
completed and signed application form. A list of items in luded in the AWMP can be found on 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.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Wilmington Regional Office, Water Quality Regional Operations Section
Pender County Soil and Water Conservation District
AFOG Section Central Files - AWS710072
Prestane Farms Inc
D E Nurt. =s 3 ^� DeoaKr^ertof E^v ^z�—erta 4-8 t, I 1 x's �f .'et_r F4es4Lr a
a1Z N. Ss y6., St. j 1 SF t: s Se v �erze (fts agt, N3rt3 -4a c ^a27£931os8
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13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
Structure
Date
(Clay, Synthetic,
Cap
Surface Area
'Redline"
Name
Built
Unknown)
C ubic Feet)
( )
(S
(Square Feet)
(Inches)
l
I Of FL
C,l 0. L4
�S r%, % y ID
��� Q'Yi
20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signedapplication
as required by NC General Statutes 143-21510C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed br the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every feld used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. 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: 2019PermitRenewalCncdenr.gov

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 143-215.613, 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, signature should be by a principal executive officer of the corporation):
Name:Title
�trJ ,
Signature: Dete _� v Z
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: 2019PermitRenewal(,& ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

OPERATION & MAINTENANCE PLAN
SIX FORKS FARM
Producer JIM CONNORS Facility Number 71-79
Proper lagoon liquid 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 bermuda grass) or when there are
extended rainy spells such -as the thunderstorm season in the summertime. This
means that at the first signs of plant growth in the later winter/early spring,
irrigation according to a farm waste management plan should be done whenever the
land is dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late surmmer/early fall the lagoon
should be pumped down to the low marker 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 irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a
violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermuda
grass are the most common vegetative covers. The vegetation should be
fertilized each year, if needed, to maintain a vigorous stand. The amount of
fertilizer applied should be based on a soils test, but in the event that it is not
practical to obtain a soils test each year, the lagoon embankment and
surrounding areas should be fertilized with 800 pounds per acre of 10-10-10,
or equivalent.
Brush and trees 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:

Operation & Maintenance Plan
Page -2-
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
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 of 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

Operation & Maintenance Plan
Page -3-
Check for leaks, 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
* Practice water conservation --minimize building water usage and
spillage from leaking waterers, "broken pipes and wash down"
through proper maintenance and water conservation.
Management:
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
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.

Operation & Maintenance Plan
Page 4-
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.
* Do not pump the lagoon liquid level lower that 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 drain pipe 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 build up can be reduced by:
* Proper lagoon sizing
.0

Operation & Maintenance Plan
Page -5-
* 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 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 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

Operation & Management Plan
Page -6-
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 phosphorus is 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.
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.
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 inflow problem from a surface water
diversion or there may be seepage into the lagoon from the surrounding land.
Land Operation
Startup:
1. Immediately after construction, establish complete sod cover and
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

Operation & Maintenance Plan
Page -7-
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.
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, overlapping, and
breach of the dam. Assuming proper design and constructor, 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

Operation & Maintenance Plan
Page -8-
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 overlap 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.
Facility Owner �n
T nical Specialist
1a-56- �r
Date

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Gutters
Lagoons and Pits
Excessive Vegetative
Growth
Feeders
system is designed and operated
iently to remove accumulated solids from
gutters as designed.
bridging of accumulated solids at
Urusted Solids 0
Maintain lagoons, settling basins and pits where
pesXD
eding is apparent to minimize the
cruof solids to a depth of no more than 6 -
B ' over more than 30% of surface.
Decaying vegetation Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Systems
)21 Design, operate and maintain feed systems (e.g.,
b, leers and troughs) to minimize the
ccumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
darinterval during summer; I5-30 day interval
raring winter).
Feed Storage Accumulations of feed residues 7'Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
a Feed
and/orp+oviding adequate containment (e.g.,
co .efed bin for brewer's grain and similar high
ioisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page 1

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal. M /�
0 Maintain fence rows and filter strips around D `
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes C Remove spillage on a routine basis (e 7 10
Systems
.g., -
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land �q /
application or disposal. / l
13 Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North -Carolina State University,
Raleigh, NC, 27695-7613.
NAME OF LANDOWNER DATE
TECHNICAL SPECIALIST DATE
AMIC 'nvemher 111 1996, Parr 2

Swine Farm Waste Management Odor Control Checklist
Source Cause
Farmstead • Swine production
Animal body surfaces • Dirty manure -covered anim
Floor surfaces • Wet manure -covered floors
Manure collection pits
• Urine;
• Partial microbial decomposition
exhaust fans • Volatile gases;
bust '
surfaces • Dust
RMPe in Mini-6. ind—
/[] egetalive or wooded buffers;
ec9mmended best management practices;
od judgment and common sense
floors
p S «ed tioors;
f a erers located over slotted floors;
ceders at high end of solid floors;
.rape manure buildup from floors;
t)yderfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
�Urn'derfloor
crape;
ventilation
maintenance;
:lent air movement
asticlown between groups of animals;
Fe d additives;
t7 ceder covers;.
Fe?delivery downspout extenders to feeder
a ers
Flush ranks Agitation of recycled lagoon Flush lank covers;
liquid while tanks are filling 1140 Extend fill lines tb near bottom of tanks with
nli-siphon vents
Flush alleys • Agitation during wastewater Underfloor flush with underfloor ventilation
conveyance
-Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits p„ liquid while pits are filling with anti -siphon vents 7! �/it
I
Liii stations • Agitation during sump tank O Sump lank covers
filling and drawdown : '
Outside drain collection • Agitation during wastewater CI Box covers / /(
orjunction boxes conveyance / "I
le Specific Practices
AMC November 11, 1996, Page 3

Source
End of drainpipes at •
lagoon
Cause
Agitation during wastewater
conveyance
surfaces Volatile gas emissions;
• Biological mixing;
• Agitation
BMPs to Minimize Odor
Extend discharge point of pipes underneath
lagoon liquid level
roper lagoon liquid capacity;
rrect lagoon startup procedures;
mimum surface area -to -volume ratio;
Minimum agitation when.pumping;
Cl echanical aeration;
P en biological additives
Site Specific Practices
Irrigation sprinkler
•
High pressure agitation; i ate on dry days with little or no wind;
nozzles
.
Wind drill
inimum recommended operating pressure;
Pump intake near lagoon liquid surface;
`
❑
Pump from second -stage lagoon*
Storage tank or basin
•
Partial microbial decomposition;
f7
Bottom or midlevel loading;
surface
.
Mixing while filling;
❑
Tank covers;
/a
I
•
Agitation when emptying
❑
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
❑
Soil injection of slurry/sludges;
e
outlets
•
Volatile gas emissions
❑
Wash residual manure from spreader after use;
aspreader
� /
❑
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 firs.;
surfaces
O
Spread in thin uniform layers for rapid drying;
❑
biological additives or oxidants
-ZPtoven
Dead animals
Proper disposition of carcasses
Dead animal disposal • Carcass decomposition j ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits 6
Incinerators • Incomplete combustion ❑ Secondary stack burners 91,Iq
• Carcass
♦ unn 1.1 ... L 1 1 1 nnc page., A
nwu-►. - NOveiirue i �, ,»v, p age.,

Source
, water around
facilities
Cause
Improper drainage;
Microbial decomposition of
organic matter
Mpg to Minimize
Grate and landscape such that water drains
Way from facilities
Manure tracked -onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information
He
Practices
Swine Manure Management; 0200 Rule/BMP Packet
Available From:
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU, County Extension Center
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush
NCSU -BAE
NCSU - BAE
- Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU - BAE
Calibration of Manure -and Wastewater Application Equipment ; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU -BAE
Environmental Assurance Program ; NPPC Manual
NCSU -Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force
P
NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings g
NCSU Agri Communications
Florida Cooperative Extension
i2-- 15 - 5 -Z
NAME OF LA WNER DATE
/ - I19-7
TECHINCAL SPECIALIST DATE
AMA November 11, 1996, Page 5

SEArr
MAY 17 1991
9
State of North Carolina d r
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street a, Raleigh, North Carolina 27611
James G. Martin, Govemor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
April 25, 1991
Certified Mail
Return Receipt Re uested
Mr..Norwood P. Blanchard
Post Office Box 1419
Burgaw, North Carolina 28425
Dear Mr. Blanchard:
Subject: Application for Water Quality Certification
Pasture creation in wetlands
Pender County
bVils�int;�o� '1`1 G4Hice
Your application for a Water Quality Certification under
Section 401 of the Federal Clean Water Act was received by the
Division on January 11, 1991. The activity for which the
Certification is sought is to mechanically clear 440 acres of
wetlands to convert to a pasture and plantation. A Water Quality
Certification is a determination by this Division that the
activity.for which the Federal Permit or license is sought is not
expected to result in a violation of State Water Quality
Standards for waters of the State.
Our staff has reviewed your application and has identified
specific concerns for impact of this project on Water Quality
Standards. These wetlands provide significant uses for water
quality, wildlife habitat and stormwater retention. Removal of
these uses when practicable alternatives exist would be in
violation of our Antidegradation Standard 15A NCAC 2B .0201 in
accordance with 15A NCAC 2B .0109. Because of these concerns for
potential violation of the Standards, I have determined that your
application shall be denied.
Pollution PremrMm Pays
P.O. Box Z7687, Raleigh, North Carolina 27611-7687 Telephone [phone]
A- r,,,-I nnnn.h inin, AfA ;,rn,P Arfinn Fmnlnver

Norwood P. Blanchard
April 25, 1991
Page Two
If this denial is unacceptable to you, you have the right to
an adjudicatory hearing upon written request within thirty (30)
days following receipt of this denial. This request must be in
the form of a written petition conforming to Chapter 150B of the
North Carolina General Statutes and filed with the Office of
Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27604.
Unless such demands are made, this denial shall be final and
binding.
If you have any questions concerning this denial, please
contact Mr. John Dorney in the Water Quality Planning Branch of
this Division at [phone].
Sinc rely,
1 _
George Everett
GTE:JD/kls
Blanch.ltr/401-/D-2
cc: -Washington Regional Office
U.S. Army Corps of Engineers Wilmington Office
Jim Wuenscher, DCM
John Dorney
Dennis Stewart, WRC

DEPARTMENT.OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID. 199100413 January 10, 1991
PUBLIC NOTICE
MR. NORWOOD P. BLANCHARD, Post Office Box 1419, Burgaw, North Carolina
28425, has applied for a Department of the Army (DA) permit TO DEPOSIT
EXCAVATED MATERIAL IN WETLANDS ASSOCIATED WITH THE MECHANICAL CLEARING OF
PROPERTY TO CONVERT A TIMBER AREA TO PASTURE ADJACENT TO AN UNNAMED TRIBUTARY
OF BURGAW-CREEK, BURGAW-SIX* FORKS COMMUNITY, Pender County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show proposed mechanized conversion of a 440 acre, timber tract to
pasture within the headwaters of the unnamed creek, a tributary.to Burgaw
Creek. The property is located off S.R. 1505 and S.R. 1504, adjacent to
Interstate Highway 40. The majority of the 440-acre tract consists of hydric
soils of the Raines and Woodington Soil Series. The applicant plans to'chop,
KG blade, and burn the area. After the property has been burned the area is
to be wind -rowed and several ditches are to be excavated to facilitate
drainage. Part of the area is to be reforested pursuant to a plan developed
and approved by the North Carolina Forestry Service. The purpose of the work
is to demonstrate that both native grasses and trees can be grown at the same
time. Plans showing the work are included with this public notice.
The applicant has determined that the proposed work is consistent with the
North Carolina Coastal Zone Management Plan and has submitted this
determination to the North Carolina Division of Coastal Management for their
review and concurrence. This proposal shall be reviewed for the applicability
of other actions by North Carolina agencies such as:
a. The issuance of a Water Quality Certification under Section 401 of the
Clean Water Act by the North -Carolina Division of Environmental Management.
b. The issuance of a permit to dredge and/or fill under North Carolina
General Statute 113-229 by the North Carolina Division of Coastal Management.
c. The issuance of a permit under the North Carolina Coastal Area
Management Act (CAMA) by the North Carolina Division of Coastal Management or
their delegates.
d. The issuance of an easement to fill or otherwise occupy State-owned
submerged land under North Carolina General Statute 143-341(4), 146-6, 146-11,
and 146-12 by the North Carolina Department of Administration and the North
Carolina Council of State.

-2-
e. The approval of an Erosion and Sedimentation Control Plan by the Land
Quality Section, North Carolina Division of Land Resources, pursuant to the
State Sedimentation Pollution Control Act of 1973 (NC G.S. 113 A-50-66).
The requested DA permit will be denied if any required State or local
authorization and/or certification is denied. No DA permit will be issued
until a State coordinated viewpoint is received and reviewed by this agency.
Recipients of this notice are encouraged to furnish comments on factors of
concern represented by the above agencies directly to the respective agency,
with a copy furnished to the Corps of Engineers.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being.eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to -authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore, determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general

-3-
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive Order
1198.8), 1-and use', navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
placement of dredged or.fill materials in waters of the United States, 'a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies' 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria,. a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest..
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will -be considered by the Corps of Engineers
to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other -public interest factors listed above. Comments are used
in the preparation'of an Environmental Assessment and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made
until the North Carolina Division of Environmental Management (DEM) issues,
denies., or waives State certification required by Section 401 of the Clean
Water Act. The DEM considers whether or not the proposed activity will comply
with Sections 301, 302, 306, and 307 of the Clean Water Act. The application
and this public notice for the DA permit serves as application to the DEM for
certification.
Additional information regarding the Clean Water Act certification may be -
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh,. North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Environmental Management plans to take
final action in the issuance of the Clean Water Act certification on or after
February 2, 1991.

-4-
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before March 1, 1991, Attention:
Mr. William Mills.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Hugh Heine, until 4:15 p.m.,
February 11, 1991, or telephone [phone].

Sheetl
Nutrient Map ge
ment Plan
Producer James W. Connor
Address: 7211 NC Hwy 53 East, Burgaw, NC 28425
Telephone #: [phone] mobile: [phone]
Facility #: 71-79
Farm Location: 3.0 miles east of Burgaw on NC 53. Left on SR 1504
1.1 miles to SR 1505. Left. Facility at end of road.
Type Operation: feeder to finish
TABLE 1
Calculations based on animal units with waste applied by irrigation.
type production animal units s (AU) Ibs N/year gals./year sludge N/yr
wean to feeder 0 0 0 0
feeder to finish 2,400 5,520 2224,800 864
farrow to wean 0 00,0
farrow to feeder 0 0 0 0
farrow to finish 0 0 0 0
otal N per year 5,520
Total gallons waste/year 2,-224,800
ac=in/year 81.93
Total N from sludge/year 864
The waste from this swine unit must be applied at specified rates to prevent pollution
of surface and/or groundwater. These rates are based on soil types of the land to be irrigated, the
RYFs of the soil, and the PAN required to efficiently grow the crops in the fields where waste is
applied. This Nutrient'Management Plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each'application cycle. AnnualsoiCtests are required so that all plant
nutrient requirements can be balanced for realistic yields of the crop to be grown.
Severar factors are important in implementing this plan in order to maximize the fertilizer value of -
the waste and to ensure that it is applied in an environmentally safe manner. Factors included are:
a. Always apply waste based on crop needs and the nutrient content of the waste.
b. Do not over apply nitrogen.
c. Soil types are -important because of different -infiltration rates, leaching potentials, cation exchange
capacities, and water holding capacities.
d. "Do not apply waste on saturated soils, when it is raining, or when the ground is frozen either of
which could lead -to surface runoff.
e. Consider wind conditions to avoid drift and down wind odor problems.
f. Waste can only be applied to actively growing crops or not more than 30 days prior to planting
a crop or to forages breaking dormancy.
This plan is based on waste being applied using irrigation. If the application method is changed, this
plan will have to be revised because nutrient content varies depending on how it is applied.
The estimated acres needed to apply the waste as described above is based on average analyses
for this type facility. Actual acreage requirements should be based on the waste analysis report
from your facility. This nutrient management plan, if followed, meets the requirements for
compliance with 15A NCAC 2H.0217 as adopted by the Environmental Management Commission.
Page 1

z
Sheetl
TABLE 2
RYE's of grain crops are in bushels/acre and forages in tons/acre.
fescue switchgrass gammagrass sunflower winter annual
field # acres grazed hay hay grain grazed
1 4.71 4.5
2a 4.19 4.5
2 8.7 4.5
3 2.61 4.5
4 6.66 1 1
S 7.65 4.5
6 1634 4.5
PAN/unit 37.5 -50 50 100 50
NOTE: for grazed crops, the PAN has been reduced by 25% of the hay rate.
field # soil type
1,2a,2,3,4,5,6 rains
tract #s
1957
Reid #s
1,6
acres
21.45
fescue
grazed
January
February
603.28
-March
603.28
April
603.28
May
June
July
August
September
603.28
October
603.28
November
503.28
December
N use/year
3,619.69
N produced/year
N uselyear
Nitrogen balance
-e;..,..'4:.� ,w
Irrigation scheduling and nitrogen balance
1957
1957
1957
2a,2, 5
3
4
20.54
2.61
6.66
switchgrass
gammagrass
sunflower gr
hay
hay
wla grazed
660.21
660.21
660.21
660.21
660.21
660.21
660.21
83.89
83.89
83.89
83.89
83.-89
83.89
-83.89
166.50
166.50
166.50
166.50
166.50
166.50
4,621.50
587.25 999.00
5,520.00
Ibs
9,827.44
tbs
-4,307.44
lbs.
NOTE: The acres listed in Table 2 were determined by (please mark appropriate box) one of the
following methods: [ ] using 70% of available acreage, or [ X] using measurements and
calculations found on the irrigation design-worksheet. This accounts for required buffers, filter -strips
along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application
rates due to equipment limitations. Actual total acres in the field are most likely more than -those
shown in table 2.
Page 2

Sheetl
Summary and recommendations
1. Total PAN produced per year (based on land application with irrigation) that must be
accounted for in this cropping system equals: 5,520 lbs/year.
2. Total PAN produced per year as SLUDGE and that must be periodically land
applied (based on. application with irrigation) equals 864 Ibs/year.
3. The production totals in 1 and 2 above are based on averages and this farms actual land
requirements should be based on waste analysis reports.
4. Totals gallons of waste produced is equal to 2,224,800 gallonstyear for a
total of 81.93 acre -inches per year.. This requires the correct equipment and
that it be applied in a timely manner.
5. This farm has many more acres irrigatable than needed just for swine waste use.
Therefore, commercial fertilizer must be used to achieve the RYE yields shown. This
fertilizer must be recorded just as the swine waste to avoid over fertilization.
6. This farm produces 5,520 ibs of Nitrogen in liquid waste and 864
Ibs in the sludge annually for an annual production rate of 6,384 Ibs of N/yr.
Crop cycle total Nitrogen application rates per acre for use in block B on form IRR 2's.
tract #s 1957
1,957
1957
1957
1957
,field #s 1,6
2a,2, 5
3
4
4
fescue
switchgrass
gammagrass
sunflower
winter annual
grazed
hay
'hay
grain
grazed
N/acre 168.75
225
225
100
50
(-I- - J.J_ /I.."
Fa Owner/Operator (signature)
Oe ifeed Technical Specialist
Certified Technical Specialist
Date Signed
--� -O0
Date Signed
y y oa
Date Signed
Page 4

Landowner/Operetur Name:
Address:
Telephone:
IRRIGATION SYSTEM DESIGN PARAMETERS
I a m es w
Lt r q,w Al L d-f 4ld-tr
Da —
.ABLE 1 - Field Specifications _
County: 04
Date: ut% 9
EXFMIt D-1
ISce attached map.
2Total field.acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Tecluiical Guide, Section H G. Annual application must not exceed the agronomic rates for die soil mid crop used.
/,2 - l c- 07 Z NRCS, NC
JUNE, 1996

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and mode] number Ii`' [ Mi i^.�.
2. Hose length ? K . [feet] and hose inside diameter (ID) � �_ 42 [inch]
3. Gun make and model number . i E,'n / 7 f
4. Gun nozzle size [inch], ring orifice, taper bore orifice
S. Gun arc angle [degrees]
6. Travel lane spacing _ W 2 tr - [feet]. Indicate whether 1.--uniform or random.
Number of exterior hydrants) Number of interior hydrants i
7. Gun wetted diameter 2 ! 6 [feet]. ✓` measured or based on gun chart.
8. Gun pressure [psi] observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel 50 [psi]. observed at working gauge or
provided by owner.
IE
Supply line size [inch] (from pump to last hydrant)
Supply line length' Qn ' feet (maximum pumping distance)
Supply line type PVC or aluminum
Pump make and model number P E L:
Pump capacity ,7 L _'3 [gpm]
Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] 3 145-D [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
*** Information furnished by
t�.1. ' and/or
S�g";" of owner or facility representative
Printed name of owner or facility representative
Date 3 — Zs^ — 0 (
Signature of technical specialist
Printed name of technical specialist
Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
�7

UAW) WnCl= TPA%I=I IAI1 rt-I IAI CVCTI=RA
rr)MPIITATInMAI Wr)PWCW1=I=T
1 Corm Murrhor (Ir+an4ifino+inn\ 71�, l=iclri Al��mhcr flricn+iFiro+inn\ ���,
'[+;._a,...., Ir ..i — nL�i�rn
IU , EXnanrlar! Irrinatinn Rvetprn
3. Number of Travel Lanes
#EXtarinr! .nac j_JZn
rianraa of nrr- 70� r£catl I o_nnth of Dull
i n e� t ..a....a` ...a ..r ... .�e
i'--�=
n ..a.. .,.� r-"- a^ 21P. 1r.
�w...=
a..r,aGwa_u�w.�
..y _U11
L� J
acres start end of pull I
acres stop end trom table #F
# interior Lanes I
degree of arc [feet] Length of Pull
f
acres start end of pull I
jacres stop end from table #
I
# Interior Lanes
degree of are I [feet] Length of Pull
acres start end of pull
acres stop end from table #
# interior Lanes
degree of arc
[feet] Length of Pull
acres start end of pull
jacres stop end from table #
# Interior Lanes
degree of arc [feet] Length of Pull
acres start end of pull
acres stop end from table #
4.Wetted Diameter 1 240 1 [feet] From field data sheet
5.. Spacing 220Hydrant Spacing [feet] as % of wetted diameter
6. Hydrant Layout Multiple Hydrants �— Single Hydrants
Excessively spaced Sprinklers
?. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and travel lane location.
fill in blanks as needed above
Travel Lane Length (L1), Exterior Lanes 180 (number of lanes of this length)
0.51 (a) Acres start end of pull from Table 0
4.20 (b) Acres middle portion of pull (1-1)
0 0 Acres stop end of pull from Table 0
Total acres travel lane length (1-1)
Travel Lane Length (1-2), Exterior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1 2)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (1.2)
Travel Lane Length (1-3), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-3)

0 0 Acres stop end of pull from Table 0
Total acres travel lane length L3
Travel Lane Length (L4), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (L4)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (L4)
Travel Lane Length (L5), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (L5)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (L5)
Travel Lane Length (L6), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (L6)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (L6)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
4:71
(a) Acres per Travel Lane Length (L1) X
1
# Lanes
equals
0.00
(b) Acres per Travel Lane Length (L2) X
0
# Lanes
equals
0.00
(c) Acres per Travel Lane Length (L3) X
0
# Lanes
equals
0.00
(d) Acres per Travel Lane Length (L4) X
0
# Lanes
equals
0.00
(e) Acres per Travel Lane Length (L5) X
0
# Lanes
equals
0.00
(0 Acres per Travel Lane Length (L6) X
0
#-Lanes
equals
Total CAWMP Wettable Acres for field
Wettable Acres Computational Worksheet Completed by:
Dates: 3 - 2 N� - o d

HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification)71-79 Field Number (Identification)
2. Irrigation System Designation x Existing Irrigation System
0 New/Expanded Irrigation System
3. Number of Travel Lanes
#Exterior Lanes 180
1 degree of arc F 669 [feet] Length of Pull (L1)
acres start end of pull
0 acres stop end from table # EE90
F—degreeof
#Exterior Lanes 180
arc 785 [feet] Length of Pull (L2)
acres start end of pull
0 acres stop end from table # I EE90
# Interior Lanes
degree of arc [feetj Length of Pull (L3)
acres start end of pull
acres stop end from table # :�
# Interior Lanes
degree of arc [feet] Length of Pull (L4)
acres start end of pull
acres stop end from table # 0
# Interior Lanes
degree of arc 1[feetj Length of Pull (L5)
acres start end of pull
acres stop end from table #
# Interior. Lanes
degree of arc [feet] Length of Pull (L6)
acres start end of pull
�� acres stop end from table # 0
4.Wetted Diameter
5. Spacing
240 [feet] From field data sheet
220 jHydrant Spacing [feet] 91.70/as % of wetted diameter
6. 'Hydrant Layout 2 Multiple Hydrants Single Hydrants
I Excessively spaced Sprinklers
7. Read the irrigated area per travel- pull for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and travel lane location.
fill in blanks as needed above
Travel Lane Length (L1), Exterior Lanes 180 (number of lanes of this length)
0.51 (a) Acres start end of pull from Table EE90
3.53 (b) Acres middle portion of pull (1_1)
0 © Acres stop end of pull from Table EE90
Total acres travel lane length (L1) 4.04
Travel Lane Length (L2), Exterior Lanes 180 (number of lanes of this length)
0.51 (a) Acres start end of pull from Table EE90
4.14 (b) Acres middle portion of pull (1 2)
0 © Acres stop end of pull from Table EE90
Total acres travel lane length (L2) 4.65
Travel Lane Length (L3), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull From Table 0
0.00 (b) Acres middle portion of pull (L3)

0 m Acres stop end of pull from Table 0
Total acres travel lane length (0) Q.00
Travel Lane Length (L4), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (L4)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (L4) Q.QO
Travel Lane Length (1-5), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (L5)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (L5) Q.00
Travel Lane Length (1-6), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (L6)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (L6) 0.00
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
4.04
(a) Acres per Travel Lane Length (1-1) X
1
# Lanes
equals
4.04
Acres
4.55
(b) Acres per Travel Lane Length (LZ) X
1
# Lanes
equals
4.65
Acres
0.00
(c) Acres per Travel Lane Length (L3) X
0
# Lanes
equals
0.00
Acres
0.00.
(d)-Acres per Travel Lane. Length-(L4-)-X0
# Lanes
equals
0.00
Acres
0.00
(e) Acres per Travel Lane Length (1.5) X
0
# Lanes
equals
0.00
Acres
0.00
(0 Acres per Travel Lane Length (L6) X
0
# Lanes
equals
0.00
Acres
Total CAWMP Wettable Acres for field s.7o
Wettable Acres Computational Worksheet Completed by:
Dates: 3 - a fir-- G 0

HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1 Farm Number (Identification)71-79 Field Number (Identification) 1221
2. Irrigation System Designation [x Existing Irrigation system
New/Expanded Irrigation System
3 Number of Travel Lanes
#Exterior Lanes 180
degree of arc 291 [feet] Length of Pull (1-1)
acres start end of pull
•0 jacres stop end from table # EE90
#Exterior Lanes j- 880
degree of arc f 3 00 ![feet] Length of Pull (1-2).
acres start end of pull
0 acres stop end from table # EE90
# Interior Lanes
degree of arr. [feet] L ennth o0.f Pi ill ('] _
nnrec c-i'r� c-,ri of II
�V14J JIGI l 411V VI !till
nnrec4r �+ ar�d fr rnim
oV14JIV i./ 411V
s
# Interior Laries
degree 111 al(: ELiCBI] Length of Pull (L4)
acres start end of pull
acres stopendfrom table #
# Interior Lanes
degree of arc L _[feet] Length of Pull (1-5)
acres start end of pull
acres stop end from table #
# Interior Lanes
degree of arc [feet] Length of Pull (1-6)
acres start end of pull
acres stop end from table # 0
4.Wetted Diameter I 240 I [feet] From field data sheet
5. Spacing F--2-20-1 Hydrant Spacing [feet] 91.7% as % of wetted diameter
6. Hydrant Layout 2_ Multiple Hydrants Single Hydrants
Excessively spaced Sprinklers
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and travel lane location.
fill in blanks as needed above
Travel Lane Length (1-1), Exterior Lanes 180
(number of lanes of this length)
0.51 (a) Acres start end of pull from Table
EE90
1.54 (b) Acres middle portion -of pull (1-1)
0 0 Acres stop end of pull from Table
EE90
Total acres travel lane length (1-1)
2.05
Travel Lane Length (1-2), Exterior Lanes 180
(number of lanes of this length)
0.51 (a) Acres start -end of pull from Table
EE90
1.64 (b) Acres middle portion of pull (1-2)
0 0 Acres stop end of pull from Table
EE90
Total acres travel lane length (1-2) 2.15
Travel Lane Length (1-3), Interior Lanes 0
(number of lanes of this length)
0 (a) Acres start end of pull from Table
0
0.00 (b) Acres middle portion of pull (1-3)

0 © Acres stop end of pull from Table 0
. Total acres travel lane length (1-3) 0.00
Travel Lane Length (1-4), Interior Lanes 0_ (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-4)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (1-4) 0.00
Travel Lane Length (1-5), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-5)
0 © Acres stop end of pull from Table 0
__ Total acres travel lane length (1-5) 0.00
Travel Lane Length (1-6), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-6)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (1-6) 0.00
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
2.05
2.15
0.00
0.00
0.00
0.00
(a) Acres per Travel Lane Length (1-1) X
(b) Acres per Travel Lane Length (1-2) X
(c) Acres per Travel Lane Length (1-3) X
(d) Acres per Travel Lane Length (1-4) X
(e) Acres per Travel Lane Length �1_5) X
(0 Acres per Travel Lane Length (1-6) X
1
1
0
0
0
0
# Lanes
# Lanes
# Lanes
# Lanes
# Lanes
# Lanes
equals
equals
equals
equals
equals
equals
2.05
2.15
0.00
0:00
0.00
0.00
Total CAWMP Wettable Acres for field 4.19
Wettable Acres Computational Worksheet Completed by:
Dates: 3 — - 0 6

HARD HOSE TRAVELING GUN SYSTEM!
COMPUTATIONAL WORK -SHEET, SINGLE LANES
1. Farm Number (Identification) 71-79
Field Number (Identification) 1
2. Irrigation System Designation
12i I Existing Irrigation System
New/Expanded Irrigation System
3. Number of Travel Lanes
1 # Single Lanes 1 180
degree of arc 462 [feet] Length of Pull (1-1)
0.32 acres start end of pull
0 acres stop end from table # N75
# Single Lanes
degree of arc [feet] Length of Pull (L2)
acres start end of pull
acres stop end from table #
# Single Lanes
degree of arc [feet] Length of Pull (1-3)
acres start end of pull
acres stop end . from table #
# Single Lanes
degree of arc [feet] Length of Pull (1-4)
acres start end of pull
acres stop end I from table #
# Single Lanes
degree of are [feet] Length of Pull (1-5)
acres start end of pull
acres stop end from table #
# Single Lanes
degree of arc [feet] Length of Pull (1-6)
acres start end of pull
I acres stop end from table #
4.Wetted Diameter 1 240 1
[feet] From field data sheet
5. Gun angle 1 180 degrees
111111§1 1 as % of wetted diameter
6. Hydrant Layout IMultiple Hydrants Single Hydrants
Excessively spaced Sprinklers
7. Read the irrigated area per travel pull for
the given wetted diameter from the appropriate table and
column based on pattern, spacing, and travel lane location.
Replace zeros and fill in blanks as needed in above blocks
Travel Lane Length (L1), Single Lanes 1 (number of lanes of this length)
0.32 (a) Acres start end of pull from Table N75
2.29 (b) Acres middle portion of pull (1-1)
0 © Acres stop end of pull from Table N75
Total acres travel lane length (1-1)
Travel Lane Length (11-2), Single Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1 2)
0 O Acres stop end of pull from Table 0
s Total acres travel lane length (1 2)
Travel Lane Length (1-3), Single Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0

(Yi1 G+r_i'tac rtlirldir- nnrlior; or ni:il it .tii
Acres +Q f pull frn T hlo
stop end o- rilll !morn aflle
0.00 otal arras 'rave! . nA length N Ti
z.. l
Travel Lane Length (LA), Single Lanes 0
(a) Acre~ start earl of pull fr:;rn
0.00 (b) Acres middle portion of Dull (L4)
0 Acres stop end of pull from Table
Tunta! acres fraw-1 lare length 'I A,
Travel L arae L ennth ,=_S), Single Lanes 0
(a) Acres start end of pull from Table
0.00 (b) Acres middle portion of pull
n O Acres stop end of Dull from Table
0 0 Total acres travel lane length `1-5)
Travel Lane Length !L6), Single Lanes 0
(a) Acres start end of pull from Table
0.00 (b) Acres Middle portion of pull (L6)
0 0 Acres stop end of pull from, Table
0,00 Total acres travel lane length (L6)
n
!nunm:ber of lane- of this lent 1,,
n -
0
(r 1!mber of lanes of this lenr-th;
n
(number of lanes of this length)
0
0
S. I'Multiply the tabulated irrigated acreage value per travel pull by the Number of pulls of each category in
the field. Sum all of these and this is the total ;Irrigated acreage for the field.
Acres per Travel Lane Length (L1) X
Acres per Travel Lane Length (LL) X
` 0.00 (c) Acres per Travel Lane Length (1-3) X
0.00 (d) Acres per Travel Lane Length (1-4) X
l 0.00 (e) Acres per T ravei Lane Length (1-5) X
I 0.00 (f) Acres per Travel Lane Length (L6) X
!
y Lanes equuals
# Lanes equals
# Lanes equals
# Lanes equals
# Lanes equals
# Lanes equals
' Acres
Acres
_ Acres
Acres
Acres
Acres
0 =:
©.:
i %ta1 C.*A iiv,P 'v ettabIle Acres or Tirriu
Wettable Acres Cornputational Wor-ksheet Completed by:
Hates_

HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1 Farm Number (Identification)71-79 I Field Number (Identification)
2. Irrigation System Designation x Existing Irrigation ystem
3. Number of Travel Lanes
#Exterior Lanes I
acres start end of pull
#Exterior Lanes I
acres start end of pull
# interior Lanes I
acres start end of pull
# Interior Lanes C
acres start end of pull
# Interior Lanes I
acres start end of pull
# Interior Lanes C
'cres start end of pull
4-Wetted Diameter
5. Spacing
New/Expanded Irrigation System
ree
of arc 650 [feet] Length of Pull (1-1)
acres stop end from table tt
of arc 650 [feetj Length of Pull
acres stop end from table #
of arc [feet] Length of Pull
acres stop end from table #
of arc [feet] Length of Pull
acres stop end from table #
of arc [feet] Length of Pull
acres stop end from table #.
of are [feet] Length of Pull
acres stop end from table #
240 [feet] From field data sheet
145 Hydrant Spacing [feet] as % of wetted diameter
6. Hydrant Layout 2 Multiple Hydrants Single Hydrants
Excessively spaced Sprinklers
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and travel lane location.
fill in blanks as needed above
Travel Lane Length (1-1), Exterior Lanes 180
(number of lanes of this length)
0.46 (a) Acres start end of pull from Table
EE90
2.87 (b) Acres middle portion of pull (1-1)
0 © Acres stop end of pull from Table
EE90
Total acres travel lane length (1-1) 3.33
Travel Lane Length (1-2), Exterior Lanes 180
(number of lanes of this length)
0.46 (a) Acres start end of pull from Table
EE90
2.87 (b) Acres middle portion of pull (1-2)
0 © Acres stop end of pull from Table
E€90
Total acres travel lane
length (1-2) 3.33
Travel Lane Length (1-3), Interior Lanes 0
(number of lanes of this length)
0 (a) Acres start end of pull from Table
0
0.00 (b) Acres middle portion of pull (1-3)

HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) 71-79 Field Number (Identification)
2. Irrigation System Designation x Existing Irrigation -ystem
IINew/Expanded Irrigation System
3. Number of Travel Lanes
#Exterior Lanes L
acres start end of pull
#Exterior Lanes I
acres start end of pull
# Interior Lanes C
acres start end of pull
# Interior Lanes
acres start end of pull
# Interior Lanes [
acres start end of pull
# Interior Lanes
acres start end of pull
degree of arc 628
acres stop end
[feet] Length of Pull (1-1)
from table # L EE90
iegree of arc 628
acres stop end
[feet] Length of Pull (1-2)
from table # EE90
degree of arc I I
acres stop end
[feet] Length of Pull (1-3)
from table #
degree of arc
acres stop end
[feet] Length of Pull (1-4)
from table #
degree of arc
acres stop end
[feet] Length of Pull (1-5)
from table #
degree of arc
lacres stop end
[feet] Length of Pull (1-6)
,from table #
4.Wetted Diameter 240 i [feet] From field data sheet
5. Spacing 220 Hydrant Spacing [feet] 9�as % of wetted diameter
6. Hydrant Layout 2 Multiple Hydrants 1 Single Hydrants
Excessively spaced Sprinklers
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and travel lane location.
fill in blanks as needed above
Travel Lane Length (L1), Exterior Lanes 180 (number of lanes of this length)
0.51 (a) Acres start end of pull from Table EE90
3.32 (b) Acres middle portion of pull (1-1)
0 e0 Acres stop end of pull from Table EE90
Total acres travel lane length (1-1) 3.83
Travel Lane Length (1-2), Exterior Lanes 180 (number of lanes of this length)
0.51 (a) Acres start end of pull from Table EE90
3.32 (b) Acres middle portion of pull (1 2)
0 © Acres stop end of pull from Table EE90
Total acres travel lane length (1-2) 3.83
Travel Lane Length (L3), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-3)

0 0 Acres stop end of pull from Table 0 0.00
Total acres travel lane length (1-3)
Travel Lane Length (1-4), Interior Lanes
0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-4)
0 0 Acres stop end of pull from Table 0 0.00
Total acres travel lane length (1-4)
Travel Lane Length (1-5), Interior Lanes
0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-5)
0 © Acres stop end of pull from Table 0 0.00
Total acres travel lane length (1-5)
Travel Lane Length (1-6), Interior Lanes
0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-6)
0 0 Acres stop end of pull from Table 0 0.00
Total acres travel lane length (1-6)
8. Multiply the tabulated irrigated acreagetotal irrigated travel
cpull b for he number field.of pulls of each category in
the field. Sum all of these and this is the
3.83
(a) Acres per Travel Lane Length-(L1) X
1
# Lanes
equals
3.83
3.83
Acres
Acres
3.83
(b) Acres per Travel Lane Length (1-2) X
1
# Lanes
equals
equals
0.00
Acres
0.00
(c) Acres per Travel Lane Length (1-3) X
0
# Lanes
equals
0.00
Acres
0.00
(d) Acres per Travel Lane Length (1-4) X
X
0
0
#Lanes
#Lanes
equalsEuAcres
Acres
0.00
(e) Acres per Travel Lane Length (1-5)
Travel Lane Length (1-6) X
0
# Lanes
equals
0.00
(0 Acres per
Total CAMP Wettable Acres for field 7.s5
orksheet completed by: /w��`'�"''1'�
Wettable Acres computational W
Dates: 3 -- ��'— 0 0

HARD HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSHE
Field Number (Identification)Fvste=rn
1 Farm Number (Identification) 71-79 Irrigation
x Existing 9
2. Irrigation System Designation —
New/Expanded Irrigation System
3. Number of Travel Lanes
1 #Exterior LanesNde
0.51 acres start end of pue
#Exterior Lanes
Xq acres start end of pue#
Interior Lanesp_5
acres start end of pue#
interior Lanesacres
start end of pe#
interior Lanes
acres start end of pr(#
interior Lanes
acres start end of p
of arc 975 [feet] Length of Pull
m table #
acres stop end from
of Pull
�f arc 975 [feet] Leng
from table #
acres stop end
of are 975 [feet] Length of Pull
acres stop end from table #
[feet] Length of Pull
Of arc from table t
acres stop end
of arc �from table [feetj Length of le I
acres stop end
s of arc [�[feetj Length of Pul
~iacres stop end
from table;
4.Wetted Diameter 240 [feet] From field data sheet
91.7°!° as °!o of wetted diameter
5. Spacing 220 Hydrant Spacing [feet]
2 drants
Single Hydrants
Multiple Hy
6. Hydrant Layout — Excessively spaced Sprinklers
he irrigated area per travel pull for the given wetted diameter from the appropriate table and
7. Read t g spacing, column based on pattern, sp 9> and travel lane location
fill in blanks as needed above
Travel Lane Length (1-1),
Exterior Lanes 180 (number of lanes of this length)
0.51 (a) Acres start dle end
ortionpull
of pull (L1)om Table EE90
5.15 (b) Acres p Table EE90
0 © Acres stop end of pull from $
Total acres travel lane length (L1) 5.66
L2 Exterior Lanes 180 (number of lanes of this length)
Travel Lane Length { ), Table EE90
0.51 (a) Acres start end of pull from
5.15 (b) Acres middle portion of pull ()Table EE90
0 © Acres stop end of pull from 5.66
Total acres travel lane length (1-2)
1 (number of lanes of this length)
Travel Lane Length (L3), Interior Lanes Pull from Table EI90
0_5 (a) Acres start end of p
4.92 (b) Acres middle portion of pull (L3
)

0 © Acres stop end of pull from Table E190
Total acres travel lane length (1-3) E A2
Travel Lane Length (1-4), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-4)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (1-4) 0.00
Travel Lane Length (1-5), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-5)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (1-5) 0.00
Travel Lane Length (1-6), Interior Lanes 0 (number of lanes of this length)
0 (a) Acres start end of pull from Table 0
0.00 (b) Acres middle portion of pull (1-6)
0 © Acres stop end of pull from Table 0
Total acres travel lane length (1-6) 0.00
-8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
5.65
(a) Acres per Travel Lane Length (1-1) X
1
# Lanes
equals
5.66
Acres
5.66
(b) Acres per Travel Lane Length (1-2) X
1
# Lanes
equals
5.55
Acres
5.42
(c) Acres per Travel Lane Length (1-3) X
1
# Lanes
equals
5.42
Acres
0.00
(d) Acres per Travel Lane Length (1-4) X
0
# Lanes
equals
0.00
Acres
0.00
(e) Acres per Travel Lane Length (1-5) X
0
# Lanes
equals
0.00
Acres
0.00
(f) Acres per Travel Lane Length (1-6) X
0
# Lanes
equals
0.00
Acres
Total GAWMP Wettable Acres for field 16.74
Wettable Acres Computational Worksheet Completed by: ,V.2
Dates: 3 -.2 )

i

GE APPLICATION RATE DATA FOR NELSON 100 GUN
R VARIOUS RING SIZES,
PRESSURES
AND ARCS OF THROW
RING GUN
GPM DIAMETER
360
330
SIZE PRESSURE
ARC
ARC
300
270
240
210
180
150
120
0.71
ARC
ARC
ARC
ARC
ARC
ARC
ARC
60
70
81
235
245
0.22
0.22
0.24
0.24
0.27
0.30
0.33
0.38
0.44
0.53
0.67
80
94
255
0.22
0.24
0.27
0.26
0.30
0.33
0.38
0.44
0.53
0.67
90
100
99
105
265
0.21
0.23
0.26
0.29
0.28
0.33
0.32
0_38
110
110
270
275
0.22
0.24
0.26
0.29
0.33
0.37
0.37
0.43
0.44
0.51
0.64
0.22
0.24
0.26
0.29
0.33
0.38
0.44
OM
0.53
0.65
0.77 so
ss
240
0,66
70
104
250
0.25
0.25
0.28
0.27
0.30
0.34
0.38
0.43
0.50
0.61
0.76
80
90
111
265
0.24
0.26
0.30
0.29
0.34
0.32
0.38
0.43
0.50
0.60
0.76
100
117
124
275
0.23
0.26
0.28
0.31
0.36
0.35
0.41
0.40
0.48
0.56
110
130
280
290
0.24
0.26
0.29
0.32
0.36
0.41
0.47
0.48
0.5
0.5
0.70.7
0
0.23
0.26
0.28
0.31
0.35
0.40
0.47
7
0.56
0.7 2
0.81 60
70
110
245
0.28
0.30
0.33
0.37
0.70
80
118
127
260
0.26
0.29
0.32
0.35
0.42
0.40
0.48
0.45
0.55
0.67
0.83
90
134
275
285
0.25
0.28
0.31
0.34
0.38
0.44
0.53
0.51
0.63
0.61
0.76
100
142
295
0.25
0.25
0.27
0.27
0.30
0.33
0.37
0.43
0.50
0.
0.75
0.7
110
149
305
0.24
0.26
0.30
0.29
0.33
0.32
0.37
0.42
0.49
59
4
0.86 -ge-Bo
1-25 115
0.36
0.42
0.48
0.58
0.73
70
135
260
275
0.28
0.27
0.31
0.29
0.34
0.37
0.42
0.48
0.56
0.67
0.81
80
145
285
0.27
0.29
0.32
0.32
0.36
0.41
0.46
0.54
90
100
154
162
295
0.27
0.29.
0.32
0.36
0.36
0.41
0.40
0.46
0.54
0.65
.0.81
110
170
305
315
0.26
0.29
0.32
0.35
0.40
0.46
0.45
0.54
0.53
0.64
0.80
0.26
0.28
0.31
0.35
0.39
0.44
0.52
0.63
0.62
0.7
0•89 60
141
270
0.78
70
141
290
0.29
0.27
0.32
0.30
0.35
0.39
0.44
0.50
0.59
0.70
0.88
80
90
163
300
0.27
0.30
0.33
0.33
0.36
0.37
0.41
0.47
0.55
0.66
0.82
100
173
182
310
320
0.27
0.30
0.33
0.36
0.41
0.41
0.47
0.47
0.55
0.66
0.82
110
191
325
0.27
0.29
0.32
0.36
0.40
0.46
0.55
0.54
0.65
0.65
0.82
0.27
0.30
0.33
0.36
0.41
0.47
0.55
0.66
0.81
0.82
0.93 60
70
164
177
275
295
0•33
0.36
0.39
0.44
0.49
0.56
0.66
80
189
305
0.31
0.31
0.34
0.37
0.41
0.46
0.53
0.62
0.79
0.74
0.98
0.92
90
201
315
0.31
0.34
0.33
0.37
0.37
0.41
0.46
0.53
0.61
0.74
0.92
100
110
212
325
0.30
0.33
0.36
0.41
0.41
0.46
0.53
0.74
0.92
222
335
0.30
0.33
0.36
0.40
0.46
0.45
0.52
0.61
0.73
0.91
0.51
0.60
0.72
0.90

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(loins sN..f 71

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
y Rendering at a rendering plant licensed under G.S. 106-168.7
/❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Depa=nent of Agriculture
a 'Any method which in the professional opinion of the State Veterinarian would
make. possible the salvage of part of a dead animal's value without endangering
human or animal health. - (Written approval' of the- State Veterinarian must .be
attached)
E OF. LAND ER DATE
ECHNICA-, SPECIALIST DATE
December 18, 1996

s to ,
,C
2.1 ,
_ 41
e la I a _ Ie 1.9 Iv ; `}Cf
O > A,
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Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary. option.
.Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24.hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
El D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
0 71 Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A compostingsystem 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.
Q 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).
Q Any method which, in the professional opinioni<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.
L-Z,)_-z s 19
Signature of Farrn Owner/Manager Date
Signature of Technical Specialist Date