310791_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: 31-0791 Certificate Of Coverage Number: AWS310791
2. Facility Name: J.E. Grady & Sons
3. Landowner's Name (same as on the Waste Management Plan): Jerry K Grady
4. Landowner's Mailing Address: 575 Beautancus Rd
City: Mount Olive State: NC Zip: 28365-5209
Telephone Number: 919-658-6828 Ext. E-mail:
5. Facility's Physical Address:
575 Beautancus Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Dunlin
7. Farm Manager's Name (if different from Landowner): Jerry K Grady
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Prestage Farms Inc
10. Operator Name (OIC): Jerry K. Grady Phone No.: OIC #: 18048
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Operation Types:
Swine - Feeder to Finish 4,410
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 c
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
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Op —1r—cl`1
c+:--,4•
D ry7q: t. ii1
44€1999:e6
19.00
roz,y1/
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:
/ I. The most recent Waste Utilization Plan (WUP), skned b‘ 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 field 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.
//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, signature should be by a principal executive officer of the corporation):
Name(r r), k . ; raci ` Title: tAi r £ r
Signature: �f/° ��+ Date: 3-a9 -
rf •J
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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary 0108
LIND.A. CULPEPPER NOPTFl CAROLI ' A
diireczcr Environmental' Quality
February 27, 2019
Jerry K Grady
J.E. Grady & Sons
575 Beautancus Rd
Mount Olive, NC 28365-5209
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 hops://deq.nc.gov/aboutldivisions/water-resources/water-glualiiv-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 coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request 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 you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP)iyith 1hg
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,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wihnineton Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310791
Prestage Farms Inc
IIE,s,
,. :.„.0- N. 'S�9 tsar: rs D�ps' rtrme^t of Ero •or marts Q s "ty� I D"u i of Water Resou ices
" a as ^,�St. 1aa3�& Nib °,t-'er'Y 3e caritas 5a 2 "s"ir North Csio 'Ea 2'7 5'9-1+5'3sfi
919.7f37.8�3Q

DUPLIN COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2120
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following are some action items
you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested response to problems are listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field -action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-433-3300, after hours, emergency number: 1-800-858-
0368. Your phone call should include: YOUR NAME , FACILITY
NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT
FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY,
AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE
SPILL, WEATHER AND WIND CONDITIONS, THE CORRECTIVE
MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE
SERIOUSNESS OF THE SITUATION.
b. If the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-296-2160
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-296-2120 and Cooperative Extension
Service at 910-296-2143 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: �7 ni Lan^
b. Phone: (110 - 5' - S 7 °71
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.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause BMP's to Minimize Odor
(Liquid Systems)
Flush Gutters Accumulation of solids
Lagoons and Pits Crusted Solids
Site Specific Practices
() Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
VI 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 Vegetative Decaying vegetation
Growth
() Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () 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 Accumulations of feed residues
Animal Holding Areas Accumulations of animal wastes
and feed wastage
AMIC—November 11, 1996
() 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
;roducts).
14 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
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).

g `� Accumulations of animal wastes O Remove spillage on a routine basis (e.g. 7-10 day
,gesteHandling
systems 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 stripes 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.
9/(140 /(//
(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

wer.re FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
BMP's to Minimize Odor Site Specific Practices
Cause
swine production
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
Vegetative or wooded buffers;
Recommended best management
practices;
j (Good judgment and common sense
(D ry floors
VS -lotted floors;
(Waterers located over slotted floors;
(Feeders at high end of solid floors;
Scrape manure buildup from floors;
(/(Underfloor ventilation for drying
Manure collection pits Urine
Parital micorbial decomposition
[4'Frequent manure removal by flush,pit
recharge,or scrape
Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
Y(Fan maintenance;
f4 Efficient air movement
Indoor surfaces Dust
( Washdown between groups of animals
() Feed additives;
() Feeder covers;
Veed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon
liquid whiles tanks are filling
Flush alleys
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Agitation during wastewater 'Underfloor flush with underfloor
conveyanance ventilation
—'-'foroselsIVN
goz
Pit recharge points
Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations
Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection
i
Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
" Volatile gas emissions
Biological mixing
Agitation
VrProper lagoon liquid capacity
(Correct lagoon startup procedures
() Minimum surface area -to -volume ratio
krMinimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC--November 11, 1996
tllrrigate on dry days with little or no wind
Minimum recommended operation pressure
(Pump intake near lagoon liquid surface
() Pump from second -stage lagoon

as,
d..4"
Partial microbial decomposition
Mixing while filling
Agitation when emptying
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Manure, slurry or sludge Agitation when spreading
spreader outlets
Volatile gas emissions
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
()Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
or sludge on field surfaces
Dead animals
Carcass decomposition
Dead animal disposal Carcass decomposition
pits
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
ki Proper disposition of carcasses
Incinerators Incomplete combustion
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
() Secondary stack burners
Pl.-Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads V Farm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked Vrpertain 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 Managment Practices have been reviewed with me.
AMOC-November 11, 1996

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
El El 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.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
E1Rendering at a rendering plant licensed under G.S. 106-168.7
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El 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).
CI 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.
O 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.
"4, �� �.rr,�L� I? ffh/`/
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

ator:Jerry Grady County: Duplin
Date: 08/17/94
stance to nearest residence (other than owner): 1000.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4410 head (finishing only) x 135 lbs. = 595350 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : _ 0
Total Average Live Weight = 595350 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 595350 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 595350 cubic feet
J. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
TOTAL DESIGNED VOLUME
Inside top length (feet) 550.0
Inside top width (feet) 194.3
Top of dike elevation (feet) 43.0
Bottom of lagoon elevation (feet) 31.0
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3..0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 544.0 188.3 11.0
AREA OF TOP
LENGTH * WIDTH =
544.0 188.3
AREA OF BOTTOM
LENGTH * WIDTH =
478.0 122.3
AREA OF MIDSECTION
LENGTH * WIDTH * 4
511.0 155.3
102446 (AREA OF TOP)
58468 (AREA OF BOTTOM)
317472 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
102445.5 317472.0 58468.5 1.8
Total Designed Volume Available = 877041 CU. FT.

.MPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
550.0 194.3 106875.5 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 107000.0 square feet
Design temporary storage period to be 180 days.
ia. Volume of waste .produced
Feces & urine production in gal./day per,135 lb. ALW 1.37
Volume = 595350 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1087506 gals. or 145388.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 62416.7 cubic feet
7.0 inches

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 66875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 145389 cubic feet
5B. 0 cubic feet
5C. 62417 cubic feet
5D. 66875 cubic feet
TOTAL 274680 cubic feet
SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 550.0 feet
Inside top width > 'k 194.3 feet Clcq+.3101)
Top of dike elevation > 43.0 feet
Bottom of lagoon elevation > 31.0 feet
Total required volume > 870030 cu. ft. *
Actual design volume
> 877041 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 39.0feet
0 feet
Stop pumping elev.'.
Must be > or = to the SHWT elev. > 39.0 feet
Must be > or = to min. req. treatment -el.=> 37:0 feet
Required minimum treatment volume > 595350 cu. ft.
Volume at stop pumping elevation > 598133 cu. ft.
Start pumping elev. > 41.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 810166 cu. ft.
Volume at start pumping elevation > 806402 cu. ft.
Required volume to be pumped > 207805 cu. ft. *
Actual volume planned to be pumped > 208269 cu. ft. *
Min. thickness of soil liner when required==> 1:8 feet
7. DESIGNED BY: Lanier & Houston CHECKED BY:
DATE: 311r?ig4 DATE: 9/Il9 /9'`r
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180days storage for;
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 41.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 39.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 207805 cubic feet or
1554383 gallons.

SHEET 2 OF 2
'The recommended maximum amount to apply per irrigation is
.ae (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste.utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

Nutrient Ma Fi agenent Plan For Animal Waste Utilization
10-22-2001
E This pia has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Devel er Signature , V
Type of Plan: Nitrogen Only with Manure Only
This plan has been prepared for:
JE Grady & Sons(31-791)
Jerry K Grady
575 Beautancus Rd
Mt. Olive, NC 28365
919-658-4788
ids
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 Specificationsconcerning animal waste management that are included with
this plan.
Signature (owner) Date
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: ,e3,
!c_
Technical Specialist Signature Date
260795 Database Version 1.08 Date Printed: 10-22-2001 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.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,088,070 gals/year
by a 4,410 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
9421
Incorporated
16180
Infected
17819
Irrigated
10241
Actual PAN Applied
Year 1
f 15269
Notes:
In source ID, S means standard source, U means user defined source.
260795 Database Version 1.08 Date Printed: 10-22-2001 Source Page 1

Narrative
This WUP is written based on a wetted acres footprint. The Crop Section of this field will be planted to
Bermuda Pasture in the spring of 2002.
260795 Database Version 1.0 Date Printed: 10-22-2001 Narrative Page 1

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 applications 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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply
more or less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced
by the facility, the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded
during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied, if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used
to balance the nutrient application amounts with the realistic yields of the crop to be grown. 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.

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Read
Comm.
Fert.
Nutrient
Annlied
Res.
Applic.
Method
Manure
PA
Nutrient
Annlied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
(Ibs/A)
N
(lbs/A)
N
(Ibs/A)
N
lbs/A
N
1000
gal/A
tons
1000 gals
tons
2315
'P1
S7
Autryville
4.0
4.0
Small Grain
Overseed
1.0
rons
10/1-3/31
50
0
0
Irrig,
50
20.0
0.0
79.4
0.0
2315
P1
S7
Autryville
4.0
4.0
Hybrid
Bermudagrass
Pasture
5,5
[ons
3/1-9/30
* 205
0
0
Irrig.
205
81.8
0.0
325.7
0.0,
2315
P10
S7
T
Autryville
6.6
6.6
Small Grain
Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
20.0
0.0
132.3
0.0
2315
P10
S7
Autryville
6.6
6.6
Hybrid
Bermudagrass
Pasture
5.5
Tons
3/1-9/30
* 205
0
0
Irrig.
205
81.8
0.0
542.6
0.0
2315
P2
S7
Autryville
3.8
3.8
Small Grain
Overseed
1.0
Tons
10/1-3/31
50
0
0
Inig.
50
20.0
0.0
76.0
0.0
2315
P2
S7
Autryville
3.8
3.8
Hybrid
Bermudagrass
Pasture
5.5
Eons
3/1-9/30
* 205
0
0
]Trig.
205
81.8
0.0
I.
311.8
0.0
2315
P3
S7
Autryville
4.0
4.0
Small Grain
Overseed
1.0
Eons
10/1-3/31
50
0
0
Irrig.
50
20.0
0.0
79.0
0.0
2315
P3
S7
Autryville
4.0
4.0
Hybrid
Bermudagrass
Pasture
5.5
Ions
3/1-9/30
* 205
0
0
Irrig.
205
81.8
0.0
324.1
0.0
2315
P4
S7
Autryville
4.5
4.5
Small Grain
Overseed
1.0
ions
10/1-3/31
50
0
0
Irrig.
50
20.0
0.0
83.8
0.0
2315
P4
S7
Autryville
4.5
4.5
Hybrid
Bermudagrass
Pasture
5.5
Ions
3/1-9/30
* 205
0
0
Irrig.
205
81.8
0.0
369.1
0.0
2315
P5
S7
Autryville
3.3
3.3
Small Grain
Overseed
1.0
Tons
10/1 3/31
50
0
_
0
Irrig.
50
20.0
0.0
95,4
0.0
2315
P5
S7
Autryville
3.3
3.3
Hybrid
Bermudagrass
Pasture
5.5
l ons
3/1-9/30
* 205
0
0
Irrig.
205
81.8
0.0
268.4
0.0
2315
P6a
S7
Autryville
5.9
5.9
Small Grain
Overseed
1.0
Ions
10/1-3/31
50
0
0
Inig.
50
20.0
0.0
117.6
0.0
260795
Database Version 1.08
Date Printed: 10-22-2001
WUT Page 2

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Read
Comm.
Fert.
Nutrient
Moiled
Res.
Applic.
Method
Manure
PA
Nutrient
Moiled
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
(lbs/A)
N
(lbs/A)
N
(lbs/A)
N
lbs/A
N
1000
gal/A
tons
1000 gals
tons
Pha
S7
Autryville
5?T
5?irflybnd
Bermudagrass
Pasture
55
Tons
371-973[1
'
2i73
1]
0
Irrig,
7.05
81 Tlr
0:0
4871?
017
2315
P6b
S7
Autryville
4.3
4.3
Small Grain
Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
. 20.0
0.0
85.4
0.0
2315
P6b
S7
Autryville
4.3
4.3
Hybrid
Bermudagrass
Pasture
5.5
Tons
3/1-9/30
*
205
0
0
Irrig.
205
81.8
0.0
350.3
0.0
2315
P7a
S7
Autryville
6.1
6.1
Small Grain
Overseed
1.0
'Tons
10/1-3/31
_
50
0
0
Irrig.
50
20.0
0.0
122.2
0.0
2315
P7a
S7
Autryville
6.1
6.1
Hybrid
Bermudagrass
Pasture
5.5
Tons
3/1-9/30
*
205
0
0
lrrig.
205
81.8
0.0
500.8
0.0
2315
P7b
S7
Autryville
2.5
2.5
Small Grain
Overseed
1.0
'Pons
10/1-3/31
50
0
0
Irrig.
50
20.0
0.0
49.3
0.0
2315
P7b
S7
Autryville
2.5
2.5
Hybrid
Bermudagrass
Pasture
5.5
Tons
3/1-9/30
'
205
0
0
Irrig.
205
81.8
0.0
202.1
0.0
2315
P8a
S7
Autryville
6.1
6.1
Small Grain
Overseed
1.0
-Tons
10/1-3/31
50
0
0
Irrig.
50
20.0
0.0
122.2
0.0
2315
P8a
S7
Autryville
6.1
6.1
Hybrid
Bermudagrass
Pasture
5.5
Tons
3/1-9/30
*
205
0
0
Irrig.
205
81.8
0.0
500.8
0.0
2315
P8b
S7
Autryville
2.7
2.7
Small Grain
Overseed
1.0
'Pons
10/1-3/31
50
0
0
J
Irrig.
50
20.0
0.0
54.1
0.0
2315
P8b
S7
Autryville
2.7
2.7
Hybrid
Bermudagrass
Pasture
5.5
Tons
3/1-9/30
*
205
0
0
Irrig.
205
81.8
0.0
221.8
0.0
2315
P9
S7
Autryville
6.1
6.1
Small Grain
Overseed
1.0
'Cons
10/1-3/31
50
0
0
lrrig.
50
20.0
0.0
122.2
0.0
260795
Database Version 1.08
Date Printed: 10-22-2001
WUT Page 3

Waste Utilization Table Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
ulryvi]ie
] pm Li
Bermudagrass
Pasture
RYE
Unit
ons
Applic.
Period
Nitrogen
PA
Comm.
Fert.
Nutrient Nutrient
Rea'd Aonlied
(lbs/A) (lbs/A)
N N
Res.
(lbs/A)
N
Applic.
Method
Manure Liquid Solid Liquid Solid
PA Manure Manure Manure Manure
Nutrient Applied Applied Applied Applied
Anolied (acre) (acre) (Field) (Field)
lbs/A 1000
N gal/A tons 1000 gals tons
rrig.
Lagoon Liquids
Total Applied, 1000 gallons
6,119
Total Produced, 1000 gallons
4,088
Balance, 1000 gallons
-2,031
Manure Solids
Total Applied, tons
Total Produced, tons
Balance, tons
Notes: 1. In the tract column, symbol — means leased, otherwise, owned. 2. Symbol * means user entered data.
260795 Database Version 1.08 Date Printed: 10-22-2001 WUT Page 4

•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.
tors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
�2315
PI
Autryville
0.60
0.72
2315
P10
Autryville
0.60
0.72
2315
P2
Autryville
0.60
0.72
2315
P3
Autryville
0.60
0.72
2315
P4
Autryville
0.60
0.72
2315
P5
Autryville
0.60
0.72
2315
P6a
Autryville
0.60
0.72
2315
P6b
Autryville
0.60
0.72
2315
P7a
Autryville
0.60
0.72
2315
P7b
Autryville
0.60
0.72
2315
P8a
Autryville
0.60
0.72
2315
P8b
Autry/ale
0.60
0.72
2315
P9
Autryville
0.60
0.72
260795 Database Version 1.08 Date Printed: 10-22-2001 IAF Page 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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. Ifthis 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 Minimum Acres
1000 gal/ac 5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150 13.161 55.291
110.571
Hay 6 ton R.Y.E.
300
26.321 27.641 55.29
Soybean 40 bu
160
14.041
51.83
103.66
165.86
82.93
155.49
260795 Database Version 1.08
Date Printed: 10-22-2001
Sludge Page 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 ofnet 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 ofnutrients 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 ofthese situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Car+acit'
4 Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
145
1
2
146
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
179
1
11
176
1
12
173
* Available Storage Capacity is calculated as of the end of each month.
260795 Database Version 1.08 Date Printed: 10-22-2001 Capacity Page 1

Required Specflficati
•,
us For Animal Waste Manageme c t
1. Animal waste shall ;i t reach surface waters of the state by ruse off, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface w ter is prohibited.
2. There must be documentation in the design folder that the producer
either ow or has an agree ,i ent for use of adequate land on which t
properly apply the waste. If the producer does not own adequate la, d t��:
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 a n,
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 e Filter Strips).
5. Odors can be reduced by injecting the waste or by diski i g after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
h. When nimal 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).
260795 Database Version 1.08 Date Printed: 10-22-2001 Specification Page 1

7. Liq: id waste sh , 11 be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in
ethod which does t cause drift fro rr the site during application. No
pondi:i g 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 s rface is frr,zene
9. Animal waste shall be applied un actively growing crops i i such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from a iimal 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 .warred by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
260795 Database Version 1.08 Date Printed: 10-22-2001 Specification Page 2

15. A imal waste shall not be discharged int, surface waters, dr:..inageways,
or wetlands by a discharge or by over -spraying. A ' imal 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, t "lets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of approopriate vegetation will be establisher 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 are:. s 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 a
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.
2L 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 mai:r tain the liquid
level between the markers. A marker will be required to :ark the
maximum storage volume for waste st i rage ponds.
260795 Database Version 1.08 Date Printed: 10-22-2001 Specification Page 3

22. Waste shall be tested within 60 days i f utilization and soil shall be tested
at least n if u .;lly at cri p sites where waste pr t ducts 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
applicatio rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used whet:
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 mini: , um of five years. Poultry dry waste
application records shall be maintained for a minimum of three ye:, rs.
Waste application records for all other waste shall be maintained for a
minimum of five years.
23. Dead animals will be disposed i f in a manner that meets North Carolina
regulations.
260795 Database Version 1.08 Date Printed: 10-22-2001 Specification Page 4

Crop Notes
The following crop note applies to field(s): P1, P10, P2, P3, P4, P5, P6a, P6b, P7a, P7b, P8a, P8b, P9
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.
The following crop note applies to field(s): P 1, P10, P2, P3, P4, P5, P6a, P6b, P7a, P7b, P8a, P8b, P9
Bermudagrass: CP, 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.
260795 Database Version 1.0 Date Printed: 10-22-2001 Crop Note Page 1

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gu .... System
HELD DATA WORKSHEET*
1. Make and model number ie4 f.. i `^
2. Hose length /000 [feet] and hose inside diameter (ID) . [inch]
3. Gun make and model number _ JN LPoA 6 0
4. Gun nozzle size 1. [inch], ---- ring orifice, _ _ taper bore orifice
5 Gun arc angle ) ° [degrees]
6. Travel lane spacing ,)-.4o [feet]. Indicate whether ✓ uniform or random
Number of exterior hydrants _ . _. Number of interior hydrants
7. Gun %vetted diameter 2.1"A [feet]. ✓
8. Gun pressure ..5-0 [psi]
**10.
*`11.
**
12.
measured or based on gun chart.
observed at working gauge,
calculated (show calculations)
observed at working gauge or
'provided by owner.
[inch] (from pump to last hydrant)
Supply line length J feet (maximum pumping distance)
Supply line type ` PVC or
Pump make and model number
Pump capacity [gpm]
Engine make and model number
----" determined from gun charts,
Operating pressure at hose reel
Supply line size G
90 [psi].
or
[i
aluminum
**16. Electric motor horsepower and rpm [hp] [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.
**
**' Inforrnation furnished by
Signature of oLvner or facility represen ative
Signature of technical specialist
5err7 Grote
Prir.ted name of owner or facility representative
Date 0 l 5') 01
and,'or
Printed name of technical specialist
Date
**k Only the person or people collecting the data should sign the Field Data VVorksheet.

fuftiple worksheets ?nay be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31-71
Field number (identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes / # Exterior lanes 563
feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
4
.3 # Interior lanes # Exterior lanes 108- [feet] Length of pull(L3)
21'1' [feet] from Field Data Worksheet
5. Hydrant spacing [feet] ] T' [as a percentage of wetted diameter]
6. Hydrant layout ✓ Multiple hydrants Single hydrant y Excessively spaced hydrants
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.
Wetted diameter
Spacing
Interior or Exterior (lane/hydrant)
.63 (a) Acres start end of pull from Table F_ _ Column C:
s (b) Acres middle portion of pull (L1)
0 {Pull length S b [feet] X Wetted width .2-c'.'
(c) Acres stop end of pull from Table Column r_
IV- Total acres for travel lane len0th (L1) (Sum: a + b + c)
Travel lane length (LJ
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Travel lane length (LJ
10)
-� Interior or Exterior (lane/hydrant)
6 i (a) Acres start end of pull from Table 1 1 Column 0
(b) Acres middle portion of pull (L2)
(Pull length 3''i [feet] X Wetted width ? [feet]) / 43,560
° (c) Acres stop end of pull from Table
Column
3, ?I Total acres for travel lane length (L2) (Sum: a + b + c)
Travel Iane length (L, ✓Interior or Exterior (lane/hydrant)
til (a) Acres start end of pull from Table t;_Et' Column L
P 3
. 3! S (b) Acres middle portion of pull (L3)
{Pull lengthy [feet] X Wetted width 7
0 (c) Acres stop end of pull from Table Column L.-
194, Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull' by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
3,9? (a) Acres per travel lane length (L1) X # Lanes
3,.�i = Acres
(b) Acres per travel lane length (L2) X • # Lanes -
a (c) Acresper travel lane length (L3)X - •
Acres
# Lanes = _ - Acres
�l•`15- Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational \Vorksheet Completed by: r,. f -,
Date:
Signature of technical specialist

(lhdtipte worksheets way be needed)
8. Multiply the tabulated irriJZ;ed acreage
value category in the field. Add all of these, and thispisrthe total pull by `the number of pullsof -;,
p each
�-� (a) Acresper tra • irrigated acreage for the fold.
r'� 1 travel lane length (L1) X
° n Lanes (b) Acres per travel lane lenh (L2) X L ` .Acres
(c) Acres per travel lane length (L3) X Lanes = Acres
-- —_ :# Lanes -
- Acres
3, 6k' Total CA1%:Nfp Wettable acres for field
(Sum: &a + 8b + 8c)
i+ettable .Acre Computational Worksheet Completed by:•7
Date- i?�;,:;.
54znature of technical
S, cal specialist
4. abetted diameter
5. Spacing
6. Hydrant layout
7. Read the irrigated
based on
t xcessivelc- spaced hydrants
meter from the appropriate table and column
Travel lane length Interior Interior or
Exterior (lane/hydrant)
-_ (a) Acres start end of pull from Table ;
(b) Acres middle portion of pull (L1) Column
(Pull Iength ,5 I [feet] ] X Wetted width 1s`?.c• [feet]) / 43.560
(c) Acres stop end of pull from Table
Column
Total acres for travel lane length
(L1) (Siam: a + b + c)
Travel lane length (LJ J Interior or Exterior (lane/hydrant)
0'` 1 (a) Acres start end of pull from
rTable F+ r: Column G
(b) Acres middle portion of pull (L2)
(Pull length ~j [feet] X Wetted .width u�.
(c) Acres stopend ofpull from `- [feet])Column
43,560
Table
Column
'-� Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L� Interior
orExterior (lane/hydrant)
' (a) Acres start end of pull from
P 6 a 3 i �7 Table �> F °Colon n 6
=�- (b) Acres middle portion of pull (L3)
(Pull length-r..?- [feet] X Wetted �:
(c) Acres stopidth,zSc�2;?[feet]} / 23,560
end of pull from
Table • Column
Total acres for travel lane length (L3) (Sum: a + b + c)
Hard H r, se Traveling
COMPUTATIONAL � Gun System
ORKSHEET
1 Farm number (identification)
2. Irrigation system designation ,� 1 - �� � Field number (identification)
o Existing irrigation system
3. Number of travel lanes -__New/expanded irrigation system
Interior lanes 4
S— # Interior Ianes # Exterior lanes 65 i feet] Length of pu11(L1)
r Exterior lanes [feet] Length of pull(L2)
�a # Interior lanes
r Exterior 1
[fe zor lane if
et) from Field Data Worksheet eet] Length of pull(L3)
Hydrant spacing [feet] _
Multiple hydrants - [as a percentage of wetted diameter]
Single hydrant
HARD HOSE TRAVELER
IRRIGATION SYSTEM
per travel pull for the given wetted dia
pattern, spacing, and travel lane location.
PS

.hdtiple,trorkslreots may be needed)
Hard Hose Traveling
COMPUTATIONAL pan System
WORKSHEET
I. Farm number (identification) _ 1 _r)q �
" Field number (identification)
2. Irrigation system designation � Existing irrigation system )
3. number of travel lanes New/expanded irrigation system
# Interior lanes # Exterior lanes 6/
'3a # Interior lanes feet] Length of pull(L1)
4. Wetted diameter
5. Spacing
spacing
_ [as a
6. Hydrant layout [as hydrantspercentage ofwetted
Read the irrigated area per travelpull for the given hydranto�elypa diameter]
7. Single Excessively spaced hydrants
based on pattern, spacing, el en wetted diameter from the appropriate table and column
P � and travel lane location.
Travel lane Iength (I.j Interior or r/
Exterior (lane/hydrant)
d'f'Z (a) Acres start end of pull from
(b) Acres middle portion of pull (L )ab!e f Column / �_
(Pull length bl)- feet'
[ ] X Wetted wjdthZ.S •; [feet]) / 43,560
(c) Acres stop end of pull from Table -
_ 4 Column r
acres for travel Lane length (LI) (Sum: a + b + c)
Interior or Exterior (lane/hydrant)
. 61 (a) Acres start end of pull from
S,.S Table ET %-� Column n _
(b) Acres middle portion of pull (L2)
(Pulllen�th 10��0
o [feet] X Wetted width [feet;] / 43,560
(c) acres stop end of pull from Table r�
61� Total acres for travel lane length - Column __
� (L2) (Soul: a + b + c)
'Interior or Exterior (lane/hydrant)
. 61 lt)
(a) Acres start end of pull from , ,
1,P6 Table ��� Column
(b) Acres middle portion of pull (L3)
(Pull length2 [feet] X ‘`•e
(c) Acres stop end of pull from ‘Vetted width '-�
[feet]) / 43,560
Table Column
4! Total acres for travel lane length (L3) (Sum: a + b ,. c
P6
L,zg' Total
Travel lane length (LJ
p r)9
[Feet]
# Interior lanes Exterior' loon [feet] Length of pull(L2)
# Exterior lanes [feet] Length of pull(L3)
nq [feetj from Field Data ti�orsheet
Hydrant:ee
1
Travel Iane length (LJ
f
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Nfult�lultipl�� the tabulated irrigated acreage
icategory in the field. ' value per travel pull by the number ofpu!is of each
Add al of these, and this is the total irrigated acreage for the Feld.
(a) Acres per travel Lane length (L1) X
(b) Acres per travel lane length Lanes = -
(L_2 ) X .Acres
(L3) X
(c) Acres per travel lane length#Lane, _ .Acres
-Lanes _ -
Acres
1.2.80 Total C.` WNIP wettable acres for field e --
b 1 e Acre Computational `brksheet Completed by:
-
S cna'.ure of technical sr_cia[is' -

Maple worksheets may be needed)
Hard Hose Travefing Gun System
COMPUTATIONAL KSHEET
1. Farm number (identification) yl _ r7
Z. Irrigation system i l Field number (identification)
g y m designation L Existing( ratification) _
3. Number of travel# irrigation system New/expanded irrigation lanes rya Interior Ianes nation system
# Interior lanes : �� # Exterior Ianes /o,)D feet] Length of pull(L1)
9 # Interior lanes Exterior lanes �q [feet] Length of pull(L2)
4. Wetted diameter •�s # Exterior lanes ���
[feet] from Field Data Worsheet �-- [f2et] Length of pull(L3)
5. Spacing
b. Spacing
liy-drant layout Hydrant spacing [feet]
7.• —' Multiple hydrants -- [as a percentage of c,:etted diameter]Excessi
Read the irrigated ar Single hydrant
ea per travel pull for the given wetted diameter from the a`pr- spaced hydrants
based on pattern, spacing, and travel lane location. propriate table and column
Travel lane length (L_) Interior or
Exterior (lane/hy-drant)
(a) Acres start end of pull from
S,s l' (b) Acres middle portion of pull (L ViTable E Z%r� Column
(Pull length ��:: �
o :. (feet] X Wetted width =) (feet,' / 43,560
(c) Acres stop end of pull from
n Table Column
I; -Total acres for travel Lane length
® (L1) (Scam: a + b + c)
Travel lane length (L, Interior or
Exterior (lane; hydrant)
( , h' (a) Acres start end of pull from �%
! Coin,;,;-;
Pa (b) Acres middle portion of L �Tab.e r
P I1 (L�)
(Pull length-2,4[feet] X Wetted .width et;.
(c) Acres stop end of pull from Table l� Coe / �3c.60
lum:nn 'it Total acres for travel lane length (L2) (Sum: a + b + c)
Travel I:uie length L ✓
(J Interior or
Exterior (lane/hydrant)
(a) Acres start end of pull from
P� Table r==��: Column �
SSI (b) Acres middle portion of pull (L3)
(Pull length low [feet] X Wetted width
(c) Acres stop end ofpull from lie -et]) / 43,560
Table )' � Column
Total acres for travel lane Ieng-th (L3) (Sum: a + b + c)
�fultipl�- the tabulated irrigated acreage
value per travel pull by the number of pulls of each
Nf ultipl in the field. dAddit all of
these, and this is the total irrigated acreage for the Feld.
b11 Z (a) Acres per travel lane length ( L1 X
2•`11 o (b) Acres per travel lane length(L2)) Lanes
X Acres
nth (L3) X
12 (c) Acres per travel lane lens ---- � `Lane; _
La n es —
.Acres
Acres
1i Total C•AWMP Wettable acres for fielri
(Sum.: &a + 8b + 8c).
rrnble Acre Computational '-o_1kshcet Completed by:
Srgna:.ure of tech nical s �ci�!ist
IS! r`
Date
HARD HOSE TRAVELER
IRRIGATION SYSTEM

'ialtiple }s•orkslieccs may be needed)
Hard Hose Traveling
COMPUTATIONALn System
WORKSHEET
1. Farm number (identification)
2. Irrigation system designation .� Field number (identification)
g Existing irrigation system
3. Number of travel lanes New/ex anded irrigation
Interior lanes Jo # Exterior Ianes 0 p nation system
# Interior Lanes l' feet] Lenh of pull(L1)
Exterior lanes # Interior lanes `_ [feet] Length of pull(L2)
4. Wetted diameter Exterior lanes
�q1 [feet] from Field Data �`'orksheet
n [feet] Length ofpull(L3)
5. Spacing
6. Hydrant layout , drant spacing
7. Read the irrigated area per travel 1pull hydrants
the
based on pattern, spacing, and travel Iane to
Travel lane length (_)
Pip
HZ
HARD HOSE TRAVELER
IRRIGATION SYSTEM
[feet] _ [as a percentage
Single of c':etrec, diameter]o hydrant Excessively spaced hydrants
given Wetted diameter from the
a
cation. ppropriate table and column
Interior or / Exterior (lane/hy-drant)
63 (a) Acres start end of puI1 from Table EE•
PT (b) Acres middle Column
portion of pull (L1)
(Pull lengthiLL [feet] X Wetted width:4; ,
(c) Acres stop end of pull from Table[feet]) / �''�b�
• Column
6,63 Total acres for travel lane length
(Li) (Sum: a + b + c)
Travel lane length (IL) Interior or
Exterior (lane/hydrant)
(a) .Acres start end of pull from Table
(b) Acres middle portion of pull (L2) Column
(Pull length [feet] X Wetted+t:
(c) acres stop end of pull from width [feet]; / 13,560
p Table Column
Total acres for travel lane length (L2) (Sum: a.+ b + c)
Travel lade length L
(J Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from
Table Col_ir.;,.
(b) acres middle portion of pull (L3)
(Pull length [feet] X \Vetted c':idth
(c) Acres stop end of pull from [feet]} / 43,560
Tables Column
Total acres for travel lane length (L3) (Sum: a + b + c)
Multiply the tabulated irrigated
acreage value per travel pull by the'
category in the field. Add all of these, andinumber of i'
this is the total irrigated p``"s of each
G. b' (a) Acres per travel lane length (L1) X �d acrzlJe for the h` field
--_ (b) Acres per travel lane Iength (L2) X - -� -- ..acres
(c) .Acres per travel lane length (L3) X ▪ - .Acres
et Completed
Lanes
• Lanes
• Lanes
6 b3 Total CA%tiNiP wettable acres for field (Sun;. 8a +
.Acre Computational 'Workshm,8b + 8c)
by:
•f?. sr�
T
ona:ure of technical specialist
5
_ Acres
Date:
II•^,

Tract
Number
2315
2315
2315
2315
2315
2315,
2315
2315
2315
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name JE Grady& Sons
Adress 575 Beautancus Rd
Mt. Olive, NC 28365
Telephone [phone]
TABLE 1 - Field Specifications
Hydrant
or
field (1)
Number
p1
p2
p3
p4
p5
p6a
p6b
p7a
p7b
2315, p8a
acres acres
start end middle
wetted wetted
area area
0.63 3.35
0.61 3.2
0.61 3.35
0.63 3.88
0.61 2.67
.61/.63 3.2/1.45
0,63 3.65
0.61 5.51
0.61 1.86
acres
stop end
wetted
area
0
0
0
0
0
0,
0
0
0
0.61 5.51 0
Approximate
Maximun
Useable Size
of field (2)
(acres) Table
3.98 EE85
3.81 E185
3.96 E185
4.51 EE85
3.28 E185
5.89 EI/EE85
4.28 EE85
6.12 E185
2.47 E185
6.12 E185
column
B-C
B•C
B•C
B•C
B•C
B-C
B-C
B-C
B•C
B-C
Length
of
puts
in feet
563
581
608
651
484
582/290
612
1000
337
1000
Width
of
pulls
in feet
259.5
240
240
259.5
240
240/219
259.5
240
240
240
Soil Type
AuB
AuB
AuB
AuB
AuB
AuB
AuB
AuB
AuB
AuB
Slope
(%)
0.5
0-5
0-5
0.5
0-5
0.5
0-5
0-5
0-5
0-5
COUNTY Du::.Iin
DATE
10/22/01
Maximun
Application
Rate (3)
Crop(s) (in/hr)
Bermuda/Smallgrain
Bermuda/Smallgrain
0.5
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
0.5
Bermuda/Smallgrain 0.5
Bermuda/Smallgrain
Bermuda/Smallgrain
Bermuda/Smallgrain
Bermuda/Smallgrain
Bermuda/Smallgrain
Bermuda/Smallgrain
Bermuda/Smallgrain
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Date J lo/2 pf i
0.5
0.5
0.5
0.5
0.5
0.5
0.5
1
1
1
1
1
1
1

Tract
Number
2315
2315
2315
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name JE Grad & Sons
Adress 575 Beautancus Rd
Mt. Olive, NC 28365
Telephone [phone]
TABLE 1 - Field Specifications
Hydrant
or
field (1)
Number
p8b
acres
start end
Wetted
area
0,63
column
Slope
Soil Type (%)
MEM B-C. 349 259.5 AuB 0-5
0 6.12 E185 1E31211 1000 240 MEIN 0-5
111111111111NM 0srammaxiam 1000 an AuB 0-5
P9
p10
0.61
0.63
acres
middle
wetted
area
2.08
acres
stop end
wetted
area
Approximate
Maximun
Useable Size
of field (2)
(acres)
2.71
Table
EE85
Length Width
of of
pulls pulls
in feet in feet
MI NMI 1111111111111•11111111111•111
1 see attached map.
COUNTY Duplin
DATE
Crop(s)
Bermuda/Smallgrain
Bermuda/Smallgraln
Bermuda/Smallgrain
10/22/2001
MaximuT Maxiumn
Application Application
Rate (3) i per Irrigation
cycle (3)
(in/hr) I (inches)
0.5
0.5
0.5
1
1
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Date

150 SERIES BIG GUN® PERFO
150 TAPER BORE NOZZLE 150T
150T — Specify size when ordering
0.70"
9317-070
0.80"
9317-080
0.90"
9317-090
150 TAPER RING NOZZLE 1 50TR
150TR = Body + Cap + 1 Taper Ring
Specify size when ordering
0.88" 0.96"
9238-022 9238-024
150 RING NOZZLE 95011.
150R = Body + Cap + Set of 7 Rings
Specify size when ordering
0.86" 0.97"
6287-086 6287-097
1.04"
9238-026
1.08"
6287-108
110 260 143 280 182 3Q0 255 320 300
70 120 270 1155 290 1197 310 i 2254315 275
80 245 330 1295 350
128 280 1165 300 210 320 260 340 315 360
90 ; 135 290 175 310 1 223 330 275 350 1 335
100 143
300 185 320 235
110 1 150 310 i 195 330 ; 247
120 157 315 204 335 258
drodeo no °n z . a ng dam �°' lolon
*.
1 12"
9238-028
NCE U.S: UNITS
COMPONENTS:
Body Taper Ring Cap
#977#9238-rgz #6286
1.2"
9238-030
1.28"
9238-032
COMPONENTS:
Bo
#9773 #6287-??a #6286g 86
1.18" 1.26" 1.34"
PSI GPM D. FTj GPM DIA. FL 6287-118 6287-126 6287-141 1.47"
1 6287-]34
PO I GPM DIA. FT. GPM DIA. FT. GPM DIA. Fr..I GPM DIA, FT! GPM DIA. FT. GPM DIA. FT. 60 100 245 130 265 1 165 285 205 300
'' Flow a�
1.4"
1.36"
9238-034
: Flow Path
335 1 350 350 385 353
335 330 350 385 365 1423 368
355 365 415 380 1 458 383
380 380 1 445 395 ! 490 399
370 405 390 1 475 405 522 409
340 290 360 355 380 1425 400 5
350 305 370 370 390 360 1 320 380
1
d
n.idiot nor m.deo,s and
applicapplicationiaan
00 415 550 419
445 410
385 400 465 420 525 425 1 577 429
545 435 603
arM.,ely affectfti br rind
439
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] fax: [phone] E-mail: nelson �'c �� �f� � � �
@nelsonircrom Web site: ww'w.nelsonirrigation.rom