820663_Permit Renewal Application 2019_20190410

State of North Carolina
r
Department of Environmental Quality 4sora �r_- :o
RF-0— i
Division of Water Resources
Animal Waste Management Systems �'VR ®g Z�
Request for Certification of Coverage Ql18wo
Facility Currently covered by an Expiring Sate Non -Discharge General Permiit.0j pM*D'185Bd0rk
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: 82-0663
2. Facility Name: D&H Farm
3. Landowner's Name (same as on the Waste Management Plan)
4. Landowner's Mailing Address: 565 Naylor Rd
City: Roseboro CC��QQQQ ��,,Z��� State: NC
Telephone Number: 910-3Sr568+3 ART' E-mail:
5. Facility's Physical Address: 8202 N Salemburg Hwy
City: Roseboro State: NC
6. County where Facility is located: Sampson
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): Dwight L. Naylor
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Tvnes:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certificate Of Coverage Number:
Dwight L Naylor
MuMhv-Brown LLC
Phone No.: 910-990-5325
Allowable Count
2,160
AWS820663
Zip: 28382
Zip: 28382
OIC #: 19859
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

ROY COOPER
covernor
MICHAEL S. REGAN
Secrarary
LINDA CULPEPPER
Wrecttor
is
41
. 1y
NORTH CAROLINA
Environmental Quality
February 27, 2019
Dwight L Naylor
D&H Farm
565 Naylor Rd
Roseboro, NC 28382
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 httRs:Hdeg.nc.gov/about/divisions/water-resources/water-quality-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 Mana¢ement Plan (CAWMP) with the
comipleted and si ned ailplication form. A list of items included in the CAWMP can be found on ease 2 of the renewal
amAication 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,
I
Jon
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820663
MurVhv-Brown LLC
North Cann raDspa rtrnentofEnv ronmen ta ,Nu aty I DvsorofWate€Fesou€oes
512 N. -1. stan� St. I IESS NO Servcti.erter I Fa ea , Nort^ n r=. ra 27£ -1cSSE
alR 7C.- a � •. ,

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 I
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
tj 3
49"0
19.00
1
iolpl-
2
(I 673
28,350.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned by 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]
6�;1} y r"klwii
APR 092019
vfmauafitr
W

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: _ L2'W '1.17, r Title: L9Gt✓i7,
Signature: Date: b
Name:
Signatu
Name:
Signature:
Title: l=i
Date: .
Title:
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@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

p &3
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
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 F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
109 Rendering at a rendering plant licensed under G.S. 106-168.7.
F] ❑ Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
71 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.
'of Technical Specialist
Date
Date

E-TERGENCY ACTION PLAN
PHO\-E i\+FUNIBERS el
E IERGENCY:y1 _NAGENfEti-'SYSTEM (91o) 592-$99F
SW'CD 9M 592-7963
NRCS !-910 592-7963
Tlris plan will be irnplemeated in the event that wastes from your operation are leatiinz.
overflowing, or running off site. You should not wait until wastes reach surface waters or,
leave your property to consider that you have a problem. You should make eves effcrt to
ensure that this does not happen. This plan should be posted in an accessible location or
all employees at the facility. The following are some action items you should,akt.
L Step the release of wastes. Depending on the situation, this may or may not re
possible. Suggested responses to some possible problems are listed below.,
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all floe;•s to the Iagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering Iagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate.waste to reduce runoff.
d. Evaluate and'eli"n nate the reason(s) that cAed the r-:roff.
e. Evaluate the -application rates for the fields where runoff oc:..f,_ed.
C: Leakage from the waste pipes and sprinklers -action include: sr
a. Stop recycle pump. q'_
b. Stop irrigation pump.
C. Close vales to eliminate ��: discharge.
d. Repair all leaks prior to restrain__ pumps.
D: Leakage from flush s%'ste:m. houses. solid separators-nc:ion include:
a. Stop recycle Dump.
b. Step irrizstion pump.
C. Mike sure no siphon occurs.
j. Stop ail t1cm'-S, in III,- housZ. i;U�h St:i2?Ij. A!r z0j',j separators.

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or side -wall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage.
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals. trap or remove animals and fail
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the exter,, of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted. such as employee injury, fish kills, or property damage?
d. Did the spill leave the property? `
e. Does the spill have the potential to reach surface waters?
f.. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the prop;
h. How much reached surface waters?
K
Contact appropriate agencies.
a. tr,nR ._:::. usia, s. call your DVL'Q (Division of ,,v'atct Quality)
off€_`: phone - - After hours. emergency nurnber: 919-t3-3942
cur phone _ 1 should include: your name. facil+t-a, telephone number, the details
e inc;Gen� from item 3 above, the exact locati 'a the facility_ ,the location or
c tion of movement of the spill, weaker and wind conditions. Tne corrective
'.easuTes that have been tinder taken, and the seriousness of the situation.
b. if spill leaves property or enters surface waterss; ll Iocal EMS Phone number -.
c. i:istrucr ENfS :o contact local Health De:�arr , car-
d- Contact CES. t hene ra.mcer - - I Ic-a: SWCD office phone number
and local NFtCS office for advice/technical assistance phone numb* - -
4: If none of the above works call 911 or the Sheriffs Deparlmept ar, = ;
problem to them and ask: that person to contact the proper agencies 'or Vou
Contact the contractor of your choice�L ir: re -air of problem to minimize off -site
d:tmave.
a. Contractors Name: , —, . 1&'c kX _
b. Contractors Ajdress: % 1 .s`o
Contractors Ph(,ne: lgi� 1 - 735N
.11W

6: Contact the technical specialis, who certified the lagoon (MRCS, Consulting
`- En.irie-.r, etc.) `
a. Name: v C_
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectifv the damage. repair the system. and re2-sess the waste management plan [o
ke_- problems with release of �w a.stes from happening again.
414
s
AWf►-

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
..e.<.ource Cause BMP-'s to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
[recommended best management
p ctices;
_._ _.. Good judgment and common sense
Animal body surfaces Dirty manure -covered animals { } Dry floors
Floor surfaces Wet manure -covered floors (,.'S ed floors;
UT �Waterars located over slotted floors;
.N'Feeders at high end of solid floors,
() Sc�a'aa manure buildup from floors;
�ndetfloor ventilation for drying
Manure collection pits
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush alleys
Pit recharge points
Lift stations
Outside drain collection
or junction boxes
Trine
Parital micorbial decomposition
Volatile gases;
Dust
manure removal by flush,pit
reoKerge,or scrape
( Underfloor ventilation
namtenance;
ent air movement
le) yvasVdown between groups of animals
�) �ed
additives;
( rcovers;
delivery downspout extenders to
feeder covers
Agitation recvcled lagoon (J Flush tank covers
liquid whites tanks are filling (} Extend fill lines to near bottom of
tanks with aft -siphon venp
Agitation during wastewater (•runderf(oorflush with underfloor
conveyanance ventilation
Agitation of recycled lagoon
liquid while pits are filling
Agitation during sump tank filling
and drawdown
Agitation during wastewater
conveyance
End of drainpipes at lagoon Agitation during wastewater
�ayvvn surraces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
IOC --November 11, 1996
("'Extend rechard lines to near bottom of
Pits with anti -siphon vents
( ) Sump tank covers
(-}'BOX cover*
Extend discharge point of pipes
underneath lagoon liquid level
(4'Proper lagoon liquid cap-aaity
�EOct lagoon startup provedures
..m
surface area -to -volume ratio
�agitation when pumping
(,Mechanical aeration
Oven biological additives
(<' Irrige'te on dry days with little or no wind
(Y nimum recommended operation pressure
( Pump intake near lagoon liquid surface
() Pump from second -stage lagoon

`storage tank or basin
decomposition
OBottom or midlevel loading
surface
O Tank covers
Agitation when emptying
O Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition
{ Extend drainpipe outlets underneath liquid
all
Agitation when emptyinu
M Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
(} Soil injection of slurry/sludges
spreader outlets volatile gas emissions
(} Wash residual manure from spreader after use
(} Proven biological additives or oxidants
Uncovered manure, slurry volatile gas emissions while drying
O Soil infection of slurry/sludges
or sludge on field surfaces
(1 Soil incorporation within 48 hours
{) Spread in thin uniform layers for.rapid drying
Proven biological additives or oxidants
Dead animals Carcass decomposition
I " Proper disposition of carcasses
Dead animal disposal Carcass decomposition
(� mplete covering of carcasses in burial pits
pits
( Prope> bncation/construction of disposal pits
Incinerators Incomplete combustion
( ) Secondary stack burners —
Standing water around Improper drainage
(-KGrade and landscape such that •rrarr• drains
facilities Microbial decomposition of
away from facilities
organic matter
nure tracked onto public Poorly maintained access roads
(,)`farm access road maintenance
""roads from farm access
Additional Information:
Available From:
Swine Manure Managerr+ert; 0200 Rule/BMP Packe;
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, -P-AE Fact Sheet
NCSU•BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88 NCSU•BAE A r
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE
NCSU-BAE
Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
NCSU-SAE
Environmental Assuranc Program: NPPC Manual
NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force
NC Porj Produces Assoc
NCSLJ Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 199S Conference Proceedings
Florida Cor:perntive Extension
0,
The issues checked ( ) pertain to this operation, The
landowner/integrator agrees to
Odor control measures as practical.
use s')ur:d iudgmerit in applying
1 certify the aforementioned odor control Best Managmerlt Practices have been reviewed wish me.
(Landowner Sign ure}
AMOC--November 11, 1996

"Iv=' T CON'ROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters
Lagoons and Pits
--of solids
— Crusted Solids
Excessive Vegetative Decaying vegetation
Growth
Feeders Feed Spillage
geed Storage
Animal Holding Areas
IIC--November 11, 1996
ti-s
O Flush system is designed and operated
sufficiently to remove accumulated
soi! from gutters as designed.
( emove bridging of accumulated solids at
discharge
( aintain lagoons, settling basins and
Pits wnere 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.
aintair 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 Syst,*ns)
f t esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize jhe accumulation
�of,decaying wastage.
(7 Clean up spillage on a routine basis (e.g. 7-10t�d
interval during summer, 15-30 day interval dukho winter).
Accumulations of feed residues ("` Reduce ncisture 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
pr ucts).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Accumulations of animal wastes ( j'Eliminate loan area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
d disturbance by animals is minimal.
) •Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of west '
(i.e. inspect for and remove or break up accu
solids as needed).

P
,, zry Manure Handling
systems
Accumulations of animal wastes ( Remove spillage on a routine basis (e g 7-10 day
The issues checked (/Pertain to this operation
insect control measures as practical.
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
orsposai.
(-YPr de for adequate drainage around manure stockpiles.
( nspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The landowner/integrator agrees to use sound judgment in applying
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
A,
etl=
(Landowner
(Landowner S4nature)
For more information, contact the Cooperat ve Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
NIC--November 11, 1996
.a.01

I CAw"rY..,
yt '
0Pera or:DEIGHT NAYLOR 1 CounSAMPSON
Date. 08/26/93
Distance to nearest re0-idence (other than owner):
1700 feet
I. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
0
Sows
(farrow to feeder)
X
1417
lbs. =
0
1440
Head
(finishing only)
X
lbs. =
r�
0
Sows
(farrow ,to wean)
X
135
13�
lbs. =
194400
0
Head
(wean to feeder}
X
433
i bs . _
U
�
30
lbs. _
0
TOTAL STEADY STATE
LIVE
WEIGHT
(S'D-- W)
2. MINIMUM REQUIRED
TREATMENT VOLUME OF
LAGOON
194400
Volume = 194400 lbs. SSLW X Treatment Volume CF/lb. SSLVJ
Treatment Volume CF/lb. SSLW=
Volume = 194400 cubic feet 1.0 CF11b. SSLW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION "OWNER REQUESTS NO SLUDGE STOF;A.
Volume 0 cubic feet SLUDGE WILL BE REMOVED AS NE_DE.'
4. TOTAL DESIGN VOLUME
Inside top: length 290 feet
Top of dike at elevation width 200 feet
Freeboard. 51.00 feet
1-3-feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 49.70 feet
Bottom of lagoon at elevation
Seasonal high water table elevation 41.00 feet
47.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 282.2 192.2 8.70
AREA OF TOP
LENGTH X WIDTH
282 192
AREA OF BOTTOM
LENGTH X WIDTH =
230 140
AREA OF MIDSECTION
LENGTH X WIDTH X 4
256 166
54239 (Area of Top)
k'200 (Area of Bottom)
170153 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
54239 170153 32200
1
VOL. OF LAGOONIAT TOTAL DESIGN LIQUID LEVEL = 372058 CU. FT.
N

5. TEMPORARY STORAGE REQW'IRED
Drainage
Area:
Lagoon (top of d i.ke)
Length X Width =
290 200 58000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 10 0 Square Feet
TOTAL DA 58000 Square Feet
Design temporary storage to be 180 days.
A.
Volume of waste produced
Approximate daily production of manure in CF/LB 13SLW 0.00136
Volume = 194400 Lbs. SSLW X CF of waste/lb:day X 18C
Volume = 47589 Cubic feet
B.
Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 33833.333 Cubic feet
D.
Volume of 25 year — 24 hour storm
Volume = 7.0-inches / 12 inches per foot X DA
Volume = 33833 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
I 47589
Cubic
feet
56.
0
Cubic
feet
5C.
33833
Cubic
feet
jk 5D.
33833
Cubic
feet
TOTAL 115256 Cubic feet

1
N
6. SUMMARY
Total required volume = 309656 Cubic feet
Total design volume avail.= 372058 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 194400 Cu. Ft.
At elev. 47.00 Ft: Vol= 235752 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 338225 Cu. Ft.
At elev. 49.00 Ft; Vol= 334784 Cubic feet (star•t pumping)
Seasonal high water table elevation is 47.00 Feet, which must
be lower than the elevation of top of treatment volume 47.00
DESIGNED BY:
-------------------------
DATE:
APPROVED BY:
-------------------------
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
-------------------------------------------------

t
OPERATION AND MAINTENANCE PLAN
-------------------- r.-------_—_--
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storAlge is an estimated volume
based on : 1) waste from animals; 2) ,excess rainfall after
evaporati.on; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number• of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual: pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of p i pe (s) from bu i I d i ng (s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
�. these two elevations for operating convenience as site
conditions permit (weather, sails, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1, it is strongly recommended tha 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 pr•e—
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste <see
Attachment 8) before land application{.

S
3• Begin pump -out of the tion lagoon when fluid level reaches eleva-
49.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches =levation
fluid depth is less than 6 feet deep4s the
or before
favorable bacteria). The design temporary prevents the loss of
storm is 814 2 cubic feet or y storage, less �5 year
before, this volume will vary considerabl�y0from 40 ayear sto As stated
year.
4. The recommended rnaximurrr amount to apply per irrigation is one
(1) inch and the recommended maximum application rate
inches per hour. is 0.4
5. Keep vegetation on embanr_rnent and areas adjacent to mowed annually. Vethe lagoongetation should be fertilized as needed to
maintain a vigorous stand.
5. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grabs
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:
a
�f

Operator: Dwight Naylor County:
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
720 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
Sampson Date: 08/28/96
1700.0 feet
x 1417 tbs. =
0 tbs
x 522 tbs. =
0 tbs
x 135 tbs. =
97200 tbs
x 433 tbs. =
0 tbs
x 30 tbs. =
0 tbs
0
Total Average Live Weight = 97200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 97200 tbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 97200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet &7�
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
210.0
Inside top width (feet)
135.0
Top of dike elevation (feet)
51.0
Bottom of lagoon elevation (feet)----
41.0
Freeboard (feet)
1.0
Side slopes (inside lagoon)
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/S1DE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0, 3.0 3.0 204.0 129.0 9.0
AREA OF TOP
LENGTH * WIDTH =
204.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
150.0 75.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.0 102.0
26316 (AREA OF TOP)
11250 (AREA OF BOTTOM)
72216 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
26316.0 72218.0 11250.0 1.5
Total Designed Volume Available = 164673 CU. FT.

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 135.0 28350.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 28350.0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 97200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 da s
Volume = 177552 gals. or 23736.9 cubic feet y
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
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 16537.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot' DA
Volume = 17718.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A• 23737 cubic feet
5B. 0 cubic feet
5C. 16538 cubic feet
5D. 17719 cubic feet
TOTAL 57993 cubic feet
6. SUMMARY
Temporary storage period====================>
180 days
Rainfall in excess of evaporation===========>
7.0 inches
25 year - 24 hour rainfall==================>
7.5 inches
1.0 feet
Side
Inside top length===========================>
210.0 feet
Inside top width=====_____________________ _>
135.0 feet
Top of dike elevation==========—===========>
51.0 feet
Bottom of lagoon elevation==================>
41.0 feet
Total required volume=======================>
155193 cu. ft.
Actual design volume========================>
164673 cu. ft.
Seasonal high watertable elevation (SHWT)===>
45.5 feet
Stop pumping elev.____________________ __
47.5 feet
Must be > or = to the SHWT elev.====== ===>
45.5 feet
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
47.0 feet
Volume at stop pumping elevation=========_ =>
97200 cu. ft.
Start pumping elev.====____ _______ ___ _
104939 cu. ft.
Must be at bottom of freeboard & 25 yr. rainfall
49.3 feet
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation===========>
146954 cu. ft.
Required volume to be pumped================>
146737 cu. ft.
Actual volume planned to be pumped==========>
40274 cu. ft.
Min. thickness of soil liner when required==>
41798 cu. ft.
1.5 feet
7. DESIGNED BY: � � C, ��& APPROVED BY:
�P NeXf
DATE: z
�1 y1?(d DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:hbor 2

DESIGNED By;
DATE:
Sze Prz,,,_V�s APPROVED BY: `<-`� ,
S�zz�
DATE:
NOTE: SEE ATTACHED WASTE 'UTILIZATION PLAN
COb2f—ENTS : �. r
L / 4L
Cy K.' ! r 4.L •TL. L +Ca . f�M� i^rJ' <l�L ! lam- !T �✓/
i � r F•2 V : $ . J'an.a '� S' • c t c r• d / ^�4,-.Zf co--../.-�r, r-.+•., {el p�,L�,•i'Li_ a1' S.t.'-f-(z`..b i+L
SE AL
16415
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
° Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications,
Technical specialist is responsible
for excavation calculations and nutrient management plan .�d.
Technical specialist to es ar
verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
the drains in construction area before sitework begins.

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
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, hushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of pipe(s) from
building(s). if the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level reaches the
elevation 49.3 as marked by permanent marker. Stop pump.
out when the fluid level reaches elevation
storage, less 25 yr- 24 hr storm, contains 47 $ This temporary
312649 gallons. 41798 cubic feet or

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
1 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.
8. 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.

Y :'��•. ,i.
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Dwight Naylor % #"-
Hve
Roseboro, NC 28382
[phone]
Feeder - finish
2160
APR �, 3 2Gi9
%fawgCuslity
Regional Opemdons 3ecdon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged
so that all plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
2,160 animals X j.2 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,160 animals X 2,3 lbs. PAN/animal/year =
Guide Std. 633).
4,104 (tons) waste/year.
4,968 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application: .
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1447
2
Ra
Corn
11.7
6.82
797.94
March - June
T1447
2
Ra
Wheat.
120
6.82
818.4
Sept. - April
T1447
2
Ra
Soybeans
132
6.82
900.24
June - Sept.
*see table 2 for crop rotation
2516.58
Total
6.821
1,258.29'
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T1447
1
IRa
Corn
117
10.62
1242.54
March - June
T1447
1
Ra
Wheat
1,20
10.62
1274.4
Sept - April
T1447
1
Ra
Soybeans
132
10.62
1401.84
June - Sept.
T1447
3
Pn
Corn
148
7.79
1152.92
March -June
T1447
3
Pn
Wheat
144
7.79
1121.76
Sept - April
T1447
3
Pn
Soybeans
172
7.79
1339.88
June - Sept.
7533.34
*two years
Total 1 18.41 3,766.67
*residual for soybeans taken from corn PAN
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.82 1,258
Table 2 18.41 3,767
Total 25.23 5,025
Amount of N Produced 4,968
Surplus or Deficit (57)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by; runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited
2 There must be documentation in the design folder that the produceir either owns.or has an
agreement for use of adequate land on which to properly apply the' waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximiity, allowing him/her the
use of the land for waste application. It is the responsibility of the' owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitroge=n needs for realistic crop
yields based on soil type, available moisture, historical data, clirnatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 toons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, bu'( less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from ithe irrigation field.
6 When animal waste is to be applied on acres subject to") flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the applicatioO does not occur during a season
prone to flooding. (See "Weather and Climate in North aCarolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur i.n order to control odor or flies.
8 Animal waste shall not be applied to saturated soil, s, during rainfall events, or when the
surface is frozen.
Page i/

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered:
10 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: D&H Naylor Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Dwight Naylor
(Please print)
Signature: ,� Lr- Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (Agency)
Signature:
1635 W. Wards Bridge Rd. 4-2
Warsaw. NC 28398 ,i " ZZ
Page?

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 25A reel 1
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Lencith(ft) (feet) (Inches) at Gu❑(psi) at reel(psi) Pattern Co merits - Acres per null
ME

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
141
Operating Pressure at Pump (psi)
8.5
Design Precipitation Rate (in/hr)
0.29
Hose Length (feet)
Type of Speed Compensation
890
Mechanical
xxxxxxXX
xxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
17.7
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Pageq

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw,NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where ap
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
site and
WN

Sheet6
Narrative of Irrigation System Operation
This system design is for an existing system utilizing above ground aluminum piping, and converting to an underground
dry -hydrant system. For this reason, 'wetted' acreage criteria have been used for the purposes of this design.
Setbacks used include 100' from supply wells, 200' from residences, 25' from ditches and/or streams.
These setbacks are based on the siting dates of the sprayfields used.
Producer is familiar with the equipment being used for this system. Any questions on winterization, start-up,
etc... should be referred to the irrigation dealer.
c�5
OC
rn
o
alb
Q
o
9�J1
10

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.895 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
141 gpm
Wetted Diameter:
270 feet
Desired Spacing (%):
70 %
Design Spacing(feet):
189 feet
Actual Spacing (feet):
200 feet 220
Actual Spacing (%):
74 % 81
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.29 in/hr
330 degree arc =
0.32 in/hr
220 degree arc =
0.48 in/hr
180 degree arc =
0.59 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
330 degree arc =
2.26 ft/min
220 degree arc =
2.72 ft/min
180 degree arc =
4.53 ft/min
von,
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 3.60 ft/sec.
Page 12

` r Sheet7
Maximum Mainline Friction Loss.
Most distant hydrant: 1
Total distance: 1200 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss-- 1.09 feet/100 feet
Max. Mainline Loss = 13.1 feet or 5.7 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 45 psi
Elevation head: 0 psi
Mainline loss: 5.7 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.6 psi
TOTAL(TDH) = 118.5 psi or 273.7 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
orsepower Required: 17.7 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pine Pressure Rijtsg Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 118.5 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page A 0

Sheet?
NPSHA: 20
NPSHR: 6 "from pump curve
If NPSHA>NPSHR OK
Page V I

Sheet8
ACREAGE CALCULATIONS
Pull #
Width
Length
Start End Ston End
Pull Acres Field # Field Acres
1
142
318
0.42 0.25
1.71 1 10.62
2
200
712
0.56 0.45
4.28
3
210
870
0.44 ol
4.63
4
183
890
0.26 01
4.00 2 6.82
5
220
410
0.53 0.22
2.82
6
185
415
0.26 0
2.02 3 7.79
7
232
655
0.62 0
4.11
8
232
100
0.62 0.51
1.66
25.23
Page *j

LHN DEEREJ
Y 80
a (60)
L
L 60
3 (46)
0
a
40
m (30)
20
(15)
Engine Performance Curve
Rating: Gross Power
Application: Industrial-- Continuous
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW Q 2500 rpm
200 ..
(271) E
180 'Q
(244)
m
0
Cr
160 to
(217)
t
0.40
(242) s`
a
r
0.36
[218) t
d
tL
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H2O (3 kPa) Exhaust Back Pressure -- 30 in.H2O (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046 Certified by: Curve 4039D71 IC
conditions: 77 OF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer Source Factories:
104 OF (40 °C) fuel inlet temperature Dubuque, Saran
0.853 fuel specific gravity @ 60 OF (15.5 °C)Date: 09-93
Conversion factors: Power: kW = hp x 0.746 Sheet 1 of 2
Fuel: 1 gal = 7.1 lb, 1 L = 0.85 kg 7 -ffi 9 3
Torque: Nm = lb-ft x 1.356 ' Revised data-.
All values are from currently available data and are subject to change without notice.
112

KELEY
L
600
500
400
300
200
100
0
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
Ca••: Mal•r1.1 C.I. P.tLNe. 11-1863 Maeh.Ne. H-1863 VAR IOU! ILP.Y. - CTehn
ImvIpr: Yalnld C.I. pall. N.. L-3001 Naah.N•, L-3038 ON. 13-1/2" FULL Lo.s.L larlr•rh -moor of
••a I•r.110• F. W.
FIR 1 FFI9 &&10
600
500
400
300
200
100
0
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
Ca••: Mal•r1.1 C.I. P.tLNe. 11-1863 Maeh.Ne. H-1863 VAR IOU! ILP.Y. - CTehn
ImvIpr: Yalnld C.I. pall. N.. L-3001 Naah.N•, L-3038 ON. 13-1/2" FULL Lo.s.L larlr•rh -moor of
••a I•r.110• F. W.
FIR 1 FFI9 &&10
MEN
UMMEA
IRA
d
0 100 200 300 400 500 600 700 800 900 1000 1100 1200
CAPACITY IN U.S. GALLONS PER MINUTE
-7048 eu•d ee T-2554 su0er,.d.f C-7048 D•t.d t 0-27-71 °"' 3-29-72 -MODEL B 3 J Q B M
C...: Yabrl.l C.I. P•11.Na, H-1939 Alaeh.Ne. H-1939
1mp.11.r: M.tarl.l C.I. Pall. N.. M-2319 1A.eh. No, M-4821 Di.. 10-7/16" FULL
u.-....,.. lane-..... oer ee..er 144 OCI
400
�i
LL 350
z
0
300
x
0
i 250
z
0
H 200
0
I-
150
100
50
0
0 100 200 ' 300 400 500 600 700 800 900 1000
P, l
TDSLI
VARIOUS R.P.Y. - Crel•.
T. D. S.L. 1& huh r.1.1.1
I its •nl ar F. mu.
wl a 4F10
3300
20 y
103
N
e
0
rOSL

jN° PERFORMANCE TABLES
l7UlYJ �� 1f1MLJ G�5'] t7fla -
�, 80ftE Oa.L• S {ITS
m-
NozzlNoz:la r NOxZIe Nozzle No::le N7:Zle NO::Ie I Node I NO::le Nozzle
S5' 6' 65' T .75' 9' +! b5' 9' lA'
GPM DtA. I GP61 DIA. GPM DIA. GPM OIA. I GPM OIA. I GPht DIA. GPM DIA. GPM OIA GPM OIA. GPM OIA.
E"tz{7,,�".�.9. °�57•.rs.`�!2,42:�:a�66i�i'�s21s'i fe.:�7. �'�91?k ` �:�:t"2:<0'� axiiJe:,`��;250'� jc1.3,1.ssy!'}'I.s.2:�•
50 205' 6 215' 7.4 225' 67 235' 1 45 I15 256' 130 265' 150 273' I I65 280' 1 204 31
ac8+0'L U4�
TO 60 225' 75 2;--� 86 250' 103 263' 120 275' 136 283' 155 295' tT7 302' 197 310' 243 338
_ Ys�� 4''' .2290 68 245' 832100 270' 117 283' 135 295, 155 306' 175 315, 201 326' 1223 335' 274 362'
8Zi05�Sd?J3 ��12'3? t.28I?w
110 76 265' , 92 278, 111 290' 129 303' 150 315' 171 324' 195 335' 222 _ 344' J 247 355' 304 380•
Fj:"; Ring Ring Rung
.71�- .768' 812' .85,'
.3"' P.S.I. I GPM DIA GPM D1A. GPM DIA. GPM 01A,
% 50'' .•�r''?.i7F ., t220.'„.t::....-a:. 'S• s�=:...230:."t'2.•�� 15..t•=:t�24D'
60 81 235'°8 240' 110 245' 12�2511'
0� .. �260' 8yQ4:. -42S .•.. 11Ef: ;•
-:4: , so �94 255' -f' 111 265' 127 275' 145 265'
yeT'.•- .� .:3 .,-•:-:15�'���:� s:SQ $9 .. '265i. 71T�•i• ' 275'. .. ` ;R.:1�4 :.3i385:,•: 'i . } 'T.-°��t
r�s; ru 100 105 270' 124 280, 142 295' 162 305,
: : 110=:3�'275' aen;'J F-d'ihl�0ii. `%290l:, :j: ll' 1 t�'E=305St
IES!BIG GUNS.K;L-'- 24 ;TRAUECTC
--7 '4 rr�° �;•r, Sys:•rx'.r-�..r. � "_.--�••r�'�y['� �;t;
BORE NOZZLES ,U.S11N(TS;_�_
Ring
Rinc
1
Ring
GPI.1
895'
01A
GP1.t
CIA
GPAt
965'
DIA.
rw'-:':
729
r4 2S0'1:%:a•.!
: r.:..:.J50
: t 255: 4 : ci?Sirle?.:-::j 260.'y
141
210,
164
275'
183
280'
290177
'.' 295'
163
300'
169
335'
Pti
315'
.173-
315';"
5.25'.
25';
162
320,
2112
325'
236
375'
t:k
`:n'-791
: 325'��•i
�'22
5:u"....
•:i:"^�.;,'?�:..
err'�15?.�
'NF
I Noi _±
Nozzle Nozzle No::le Nozzle
No.:,! Nozzle
jI
.8' .9' 1.0' t.l'
1.:' 1 2'
P.5.1.
I' GPM ,71A.
GPM DIA. GPM plA. GPM OIA. GP :3 DIA.
GPu 71.: GPM DIA.
60
0
�= �:SM2
110 265'
- 2031-2 .?:8
��_ell�+[2Z0:-.ma's%� ° al: }7 4 •`-' -'..[ pi2.Q5� ti3f0*
i2a•' d+ n..
143 285' 192 305' 225 325'
.__
.3 ?�300zy: :g197+a 2� _ - :7i. -
,,., -.. ,.4.�y
• ,.`.,� _.sue'..
275 345.
�: Ai O a
"JpQ„"� 3?S'e .: •� ':t>r: +y,
33tl 3n5' 385 3e0'
tiyl - ""��'i 1 S `•• 93
^
a0
126 290'
165 310, 210 335' 260 355'
315 375'
..` _
340 NIS, 445 410,
;c90
�_ • - .ucu
> �"-��Q::. V';r: es.�''.?13 S:.:r.',.r . -hn 275 ?Sr�.ti�t
`=,^=?'335 �=°390�_•;:3.
.;�.!-05 :'.- 4t0 - a 5': ;i�7{�,?�
j ip
1
143 311
L''-Q w£'S'.•.320„'''
lei � 330 235 355' 290 375,
5_ti.' :�340��:i: w.'.-. _ r T+.,`r'. 'E
��2.4 "_,.365.... .:+- 305___
355 400'
:-i.�310 . s-4Y0it
425 420, SOD "0'
�-4a5 -„ ^ [•30'_» _ �t .'t0�.t
♦;
.�•g 120
157 330'
s9 _. .247 _38S'^}i.
204 950' 258 375' 320 395•
385 �420'
-" y�5�2•S"- :
465 ==Q" 54! S60'u
;.1
SH
`
so1N OZZLES„ fU
•GPM
S.�17NITS ,. -''•3
rninc••
P.inc
Rina
Rina
Rinc
Ring
.66`
.9T
I
1.08'
t.t6•
t.26'
1.:�° 1 �t'
P.S.1.
GPM DIA.
GPM DIA.
GPM DIA.
GPM OIA.
GPM :;•IA. GPM DIA
l3.Q.x�[: 2f$rGT'
✓.'.165 95 '
J.`L•'a:2. y�
20 �•' te<
,%c.+.:i A`-"�.3�a_�.::'-"'
P 255' .:ai.0;c
{ _ ..
•.w�00 • 3.:3' 4i350 •�i5�'6siez
60
110
143 280,
182
275 335'
330 350' 335 30,
225 315'
7
��= �;?90;-'• .
_300'
_ ..i97_.,. �31Pi'
.= ;:s+.24?7'r�3�^'`•-'-:.sue
�"�'
>< 5 ;
••ta5
80
128 280•
165 300,
210 321
260 340'
315 W.
Mo Mo, 395'
. -:.i.. %l
5 � ; LS3Ly:%t.,
185 320'
�'::
r 2?3 immn:ziu=-!V
235 340,
ice'. i �2S7.'r`r'x1 D : `::
�-�"ti 27 '_M,,.
290 360'
4`.305
_ s-r
355 300,
3i0 -_•
425 =00' Soo 415'
r 5 -' 4 ta.`� =r:x�7 25 -.�:4f5+:::w
100
1p
143 300'
.ti
120
.:31U•ti'.��5m'v.'`'=
157 315'
204 335'
.
258 360,
J'.Q��r*a�•1'u
320 380'
--.`_
3a5 a00,
:=
<65 42tS' 545 r a35'
- er'dl ttirowls:ap t "IyiatJ9
cs
0 IES-16
0rnR In
Nozzler No=le No7ie Natzle rva•:ie NO:e1t NINo:tle h.:_ir
4
1.05` II' 1.2' 13, 1=' 1,5' 18' 175, I"9'
P5.1 GPM Om GPM C14A..... GPM DIA GPM QiA G:,-I DIA GPM 04A GPM CIA G;I.I DIA GP14
?-FW"
I 3+-5' -.
i47:2 5;; "
•_330 '23;5': _
.r` '�'t85?iti�390'-
:. 4a5-- <SO::ir
',-'• 515 430' -
-}'••$85 4tv
- 695 470'
825
7D
C&0
270 3a:
22�0? ?.$75' 2
310 380,
; >`F3J0�39$:ti
355 395-
360 " •` I i 0'
415 4to.
i :fgas'':+'43n• .:
=a0 430,
515 : - :450'
555
;-590 470'
610 ■85'
675 485'
"55 495'
805 515'
a?r
9`
90
t00
31tl aer'
Ss�- i:400'.:J
350 410,
7A-Tw20.: '
405 425'
0440'
475 445'
:: r500 ?'460'
545 <65'
S75 ':'•430''r'`
625 485'
^• 66U 500'
715 505'
a55 535'
'
1l0
340 e10-
390 430'
.:i425
445 450'
525 470•
605 495'
•
695 515,
755 520'
790 535'
900 550'
945 565'
(
�+-
�_
.. .465 __.
' (60': ''_'.y
R=iS :S''•{:
45 _� 480:_,'
630 S_fi05 =_
t -
'`L_72Z 530'.
8S 550'
us 580' �..
30
370 42`_'
425 445'
485 465'
565 485'
655 515,
755 540'
860 560,
1025 590, !
D2Z2LE
1,5 ,.
1 %' Ring
(1.46' actual)
1 X" R.ng I
' act Vag
GPM
1 :g' Ring
(156• actual)
I 't" Sing 1 V. , Ring; P. g I .(:ng
n 11F- actual) (1 7<- actual I (1 61- aa_al
PSI
GPM DIA
GPM DIA
r I.1 DtA GPI.t DIA Gf 1•I :IA
60":?S+`=• 230 325'.:=..`",-s •
355'
35D{?,I•i "370'
410 390' "470 405, 535 420'
60 250 ?4r
t + 70'' ri'•270 355' -
330 370'
i�5•.: 38S'
US 390,
415:
44'; 410' 4_t5 e25, S8`, 4=0'
80 290 :'0'
BOYi s 310 3`0' :'I'
380 400'
` a5::'• 415'
405'
445 .120•
475," 435'
480 425' 555 440' 630 455'
'.1:• 4a0- 590 455' I 61 ='0'
545 455' 625 470' 715 485'
100 325 3b0'
=A63`
' 110 ':�'340 <00' ''
425 42S•
aji'�15':Z.; .435'
Soo 4.15-
525 .%• '455'
L-1, 465' 66. 480• 755 S-V'
605 475' 695 490' I 510'
120 355 4+0'
465 -t.i:,
5.15 465' ,
T90
1:.10 --n4• :^44 crvv ., ,� e.n•
I

Turbine and Engine Drive Water/Slurry Reels®
Radial Inflow Turbine -The heart of the drive
system. This extremely efficient turbine motor
delivers qulet, smooth, continuous power.
Engine Drive - A gasoline engine replaces the
turbine motor. Engine drives are usuahy selected
when the water contains solids that will plug the
turbine, also when it is critical to avoid the 10 psi
pressure loss across the turbine or if there is a
high speed requirement.
Standard Features
► Automatic Shutdown for the
turbine or engine.
• Heavy Duty Chassis and frame.
• Retraction Speed Indicator.
• Pressure Gauge.
• Infinitely Adjustable Speed Ranges.
• Speed Compensator.
• fstiswrap Safety Stop.
• PTO Rewind, Drive shaft optional.
• Gun Cart with adjustable wheel width.
• Tube Guide to insure proper packing of tube.
• Ball Hearing Turntable,
• Nelson Slow Reverse Gun. Alternative guns
available but performance may vary.
• Gun cart Lift.
• Stabilizer Legs - Heavy Duty. (Crank down on
the 25A, 27A & 30AS. Telescope style on the
21A & 23A.)
• Supply Hose 3 in. x 30 ft. with 4 in. male ring
lock coupler on inlet end.
Polyethylene Tube - Only PE tube designed
and constructed for the constant coiling and
dragging is considered for use on Ag-Rain
Water -Reels. The tubing is backed by a 5 year
pro -rated warranty.
RE. Tube Repair - A simple "screw -in" mender
is available for repairing the PE tube should it
become damaged to., any reason.
Performance Guide
System ISystam Sprinkler
'Width
Length
Awns
Model
Flaw Rate i his[ Pressure
Irrigated
irrigated
VA, In
Mokh)W 1P.S.0
(Ft.)
(FL)
5Dep
f 21 A
60 77 i 50
150
735
15
70 i 92 60
155
738
18
with
80 99 60
160
740
20
Nelson
90 106 60
165
743
23
SR1008
100 113 60
170
I 745
26
Sprinkler
110 122 60
175
748
28
23A 80 87 60
155 677
20
with I 90 92 60
165 682
23
Nelson 100 95 60
170 see
26
SR100R 120 . 115 70
180 690
31
Sprinkler 140 127 70
190 695
36
25A
80 87 60
160
965
20
with
100 94 60
1 TO
960
26 j
I Nelson
120 106 1 60
180
970
31
SRioaR
140 126 70
190
975
36
i Sprinkler
160 140 70
200
981
41
27A
110 89 60
170
900
28
120 92 60
180
910
30
with
140 110 70
190
916
36
Ne'Son
160 11 S� I 70 l
200
917 I
41
SR100R
Sprinkler
180 127 70
205 !
!
920
46
200 138 70
210 1
925 i
51
! 30AS
(�
140 85 60 195 t
758 j 36
with
160 100 70 203
762 i 41
Nelson
200 109 i 70 217 i
769 50
SR160A
250 122 70 231 (
776 63
Sprinkler !
300 140 70 245 I
783 ! 76 J
70%of weliel ssicilh 'Syslay. inle! pressure can be reduced by 10 psi when an acgine drive is tsed.
Specifications
Model
21 A
23A
PE Tube I.D, (ins)
21
2.3
PE Tube i-ength (ft.)
660
600
Dry Weight (lbs)
1800
1800
Weight with water (Ibs)
2800
2800
Tire size
— 155
R14 —
Shipping Dim (ft. -ins.)
Length (w/o Gun Cart)
9-8
9-8
Width
5-10
5-10
Height (an wheels)
6-10
6-10
25A
27A
30AS
2.5
2.7
3.0
880
820
660
2800
2800
2800
4500
4500
4500
— 175/70
1914
—
11.8 11-8 11-8
6-9 6.9 6-9
7-11 7-11 7-11
707 S. Schrader Ave., P.Q. Box 290, Hava6a,.11_ 62644
Phone [phone] Fax [phone]
E-mall:lnto®kifco.com hftp://Www.kilco.com
8x -"r.Mh-9 r`U-9 ¢cprp mnany, rr.QM.S d I.AN mar Mt •jy !n'i ., ••
undmanu Mby vmylr•m lilt. CUN ucFona.rp nn +unoEk mn;umstbll[•S U On+o, y�4:a. Myan rn •, .. ..
�q ,

FRICTION
LOSS IN POLYE'Iy� HOSE
S.I. FRICTION
IRRIGATION H05E 1YATER]
P. 108 LOSS PER 100 FEET PDLYET50
82 75 b3 1.60
125 120 110 90 2,1
D.D. M!i 135 4.0 3.7 3 2.7
.. 4 5 4.1 2.5
1.D. IK5.
6AL/ 10
_ "-
BIH. 20
' '-
30
__
40
50
60
70
Bo
90-
100
110
120
" "
_ _
0.7
130
' "
+ _
- -
0.8
140
" "
_
_
_ _
0.9
150
- _
_
_
_ _
1.0
160
' "
_
_
_ _
1.2
170
`
" -
_
0.9
1.3
18o
" "
_
1.0
1.4
190
200
-
0.9
1.1
1.6
210
-
a.9
1.2
1.7
220
-
1.0
1.1
1.4
2.1
230
- -
-
1.2
1.5
2.2
40
20
250
-
0.9
1.3
1.6
2.4
1.0
1.4
1.7
2.6
270
l.a
1.5
1.9
2.8
260
1.1
1.6
2.0
3.0
290
1.2
I.1
2.1
3.2
300
1.2
-1. B
2.2
3.4
.
310
1.3
1.4
2.4
3.6
320
1.4
2.0
2.5
3.8
330
1.5
2.2
2.7
4.0
340
116
2.3
2.8
4.2
350
1.7
2.4
3.0.
4.5
360
1.7
2.5
3.2
4.7
370
1.8
2.7
3.3
4.9
3B0
119
2.0
3.5
5.2
390
7.0
2.9
3.7
5.5
400
2.1
3.1
3.B
5.7
420
2.3
3.4
4.2
6.3
440
2.5
3.7
4.6
6.B
460
2.7
4.0
5.0
7.4
480
310
4.3
5.4
0.0
500
3.2
4.6
5.B
- -
1.1 1.9
1.3 2.3
1.6 2.7
1.8 311
2.1 3.6
2.4 4.1
2.7 4.6
3.0 5.2
3.4 5.7
3.7 6.3
4.1 7.0
4.5 7.6
4.9 B.3
5.3 9.0
5.7 9.B
6.2 - -
6•6 - -
7.1 - -
1.6 - -
8.1 -
8.6 -
9.2
2.3
- -
1.4
4.0
2.1
6.0
1.2
2.9
0.4
1.6
3.9
11.2
2.0
4.9
14.4
2.5
6.1
'
3.0
7.5
3.b
4.231
8.9
10.5
4.9
- -
5.6
6.4
7.2--
8.1
--
--
8.9-
9.9
40
1.30
0.9
3.1
6.6
11.2
16.9
MIX

V
be fabricated in'almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a .
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for
gasket
pipe.
thrustriblocksost thrust
any blocks
will be concrete. Manufacturers recommended
change in direction greater than 100. Figure 1•gives an example of
different arrangements for thrust blocks.
1
II
� h•
Figure 1. Example of different arrangements for thrust blocks.

0
;!Al' ...1
Figure 2. Anchorage blocks
for inwline valves.
Table 1 is the forces encountered
at end plugs. to
calculate
forces encountered at bends,
tees and
~ayes, multiply
the
figure in
Table I by the factors given
-i n- Table
2.
Table
1. Thrust
W at End
Plugs
Thrust in
lbs. for
test ressur-- in upsi
Pipe Diameter
100 PSI
PSI
150 PSI
150
206"PSI
�� PS I
250 PSI
'inches'�
11-2
295
440
590
740
2
455
680
910
1140
2�
660
990
1320
1650
3
985
1410
1170
2411
4
1820
2720
3630
4540
6
3740
5600
7410
1350
8
6490— 1
9740
13,000
16,200
3:w
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
.53, 100
i 66,400

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
Q 44nch 5-Inch 6-Inch 8-Inch 10-Inch
Gallons
Per Min.
FRICTION HEAD BOSS IN FEET PER HUNDRED FEET
150
160
170
180
190
200
220
240
260
280
300
320
340
it 360
' 380
400
420
440
460
480
500
550
600
650
700
750
800
850
900 .
950
1000
1050
1100
1150
1200
1250
1300
1350
1400
1450
150C
1600
1700
1800
1900
2000
1.11
1.26
1.41
1.57
1.73
1.90
2.28
.81
2.67
.95
3.10
1.10
3.56
1.26
4.04
1.43
4.56
1.62
5.10
1.82
5.67
2.02
6.26
2.22
6.90
2.45
2.69
2.92
3.18
3.44
3.70
Table based on Hazen -Williams
equation-Cw = 150
V To find friction head loss in
PVC pipe having a standard
dimension ratio other than 21,
the values in the table should
be multiplied by the
appropriate conversion factor
(F) shown below:
5DR
PR
F
21
200 PSI
1.00
26
160 PSI
.91
32.5
125 PSI
.84
41
100 PSI
.785
51
80 PSI
.75
64
63 PSI
.71
12-Inch
.34
.09
.40
.10
.46
.12
.54
.14
.61
.17
.69
.19
.77
.21
.66
.24
.95
.26
1.04
.28
.10
1.14
.31
.10
1.25
.34
.11
. 1.35
.37
.12
1.46
.41
.14
1.58
.43
.15
.060
1.89
.52
.18
.083
2.22
.61
.21
.096
2.58
.71
.24
.110
2.96
.81
.28
' .125
3.36
.93
.32
.141
3.78
1.04
.36
.158
4.24
1.17
.40
A75
4.71
1.30
.44
.194
5.21
1.44
.49
.213
5.73
1.58
.54
.233
1.73
.59
.254
1.88
.65
.276
2.05
.70
.298
2.21
.76
.322
2.39
.82
.346
2.57
.88
.371
2.76
.95
.397
2.95
1.01
.423
3.16
1.08
.451
3.35
1.15
.508
1.30
.568
1.45
.632
1.62
.698
1.79
.767
1.97
.840
J
Loss below bold line indicates velocities in excess of 5 feel per second.
Velocities which exceed 5 feet per second are not recommended. �j

Diamond ASTM D-2241
!PS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
r
A
O.D.
C
Size
Gasket Race
Socket Depth
• 2
3.166
4.500
' 21/2
3.719
6.000
3
4.434
6.000
(+ 4
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
0.1785
SDR-13.5 SOR.21
SOR.26
SOR.32.5
SOR-41
S-re
C.D
scn.40
315 PSI 200 PSI
160 PSI
125 PSI
100 PSI
Vz, .840
.109
.062
V.- 1.050
.113
.060
1
1.315
.133
.063
1
v. - 1.660
.140
-079
.064
056
1
V.-•• 1.900
145
090
.073
058
2
- 2.375
.154
113
091
073
2
1/2 " 2.875
.203
137
.1 10
088
3
" 3.500
.216
167
135
108
4
- 4.500
.237
.214
173
138
.110
5
5.563
.258
265
214
171
.136
6
6.625
.280
316
255
204
.162
8
8,625
.322
.410
332
265
.210
10
" 10.750
.365
511
413
331
.262
1
" 12.750
.406
606
490
392
.311
tmond's IPS Pressure -Rated PVC Pipe coupler
weets the requirements of ASTM D-3139.
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing. .
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
STOP II•'•� 8 ~�
AIAHK / ' O (MAX 0.0.1
T J _T
t•� A 1_ BELLI.. L 0.0.
Rie Cer G75Lel -
Pipe
A
B
D
Size
Insert
Socket
Diameter
3
41/2
3118
3-
4
5 114
a 7/16
4•'
4 1r_
5 1/2
5.I/'_
6"
5
6
7 13/16
8^
5 1/'_'
6 7/8
10 1/8
to-
5 314
7 I/2
12 112
12"
6
8 1/4
14 I1/16
Short Form
Specification for Diamond
PVC Irrigation Pipe
ASTM-D2241-SDR41,32.5,26,or21
Diamond PVC Irrigation Pipe shall be made of
compounds conforming to ASTM D1784 with a
cell classification of 12454B. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical lcquirements as outlined
in ASTM D2241,-Anncx, ANSI/ASAE S376.1,
and SCS 430-DD, and will be supplied in 20 foot
laying lengths.
Inqulr0 for availability {�

_10_
• Ii
FRICTI.ON..L0S5. IN ALUMINUM & FvC PIPE
P.S.I. FRICTION
PER 100 FEET
P.S.I. FRICTIOX LOSS PER 100 FEET pyC IRRIGATION PIPE
ALUNIP IRRI6111IOIi PIPE,Yl,C0UPLERS
_... 3 4 5 .6 8
4.4 5` .: 6 B I}ES. .I.D.. Z
IN5. I.D. 2 3- - - - -
SAL/ 10 0.1 - - " - - KIN. 20 O A 0.1 - - - - -
KIN. 20' 0.5 0.1 - - ' _ " : - _ 30 0.8 0.1 - --
30 1.1 6.2 - - - - 40 1.4 0.2 - - - - - -
40 1.9 0.3 0.1 50 2.1 0.3 0.1-
50 -2.9 0.4 0.1 - - ` ` - 60 2.9 0.4 0.1-
60 4.1 0.6 0.1 - " " _ 70 3.9 0.5 0.1 - - - - -
70 5.4 0.8 0.2 0.1 - _ " - 80 5.0 4.7 0.2 0.1 - - - -
80 - - 1.0 0.2 0'.1 ` _ - - 40 - - 0.9 0.2 0.1 - - -
94 - - 1.2 0.3 0.1 - ' - 100 - - 1.0 0.3 0.1 - - - -
100 - - 1.5 0.4.' 0.1 " " - 110 - - 1.2 0.3 0.1 - - - -
110 - - 1.7 0.4. 0.1 - 1.
0 - 5 0.4 0.1
I2- - - -
120 - - 2.0 0.5 0.2 0.1 - - - - 1.7 0.4 0.1 0.1 - -
1N
130 - - 2.4 0.6 0.2 0.1 - - 1_ _ I.9 0.5 0.2 0.1 - -
140 - - 2.7 .0,7 0.1 0,1 ` ` 150 - - 2.2 0.5 0.2 0.1 - -
150 - - 3.1-- 0.8 0.3 0.1 _ - 160 - - 2.5 0.6 0.2 0.1 - -
3.5 0.9 0.5 0.1 - - 170 - - 2.8 0.7 0.2 0.1
.I p - - 3.9 1.0 0.3 O.i 180 - - 3.1 0.8 4.3 0.1 - -
!BO _ _ 4.3 1.1 0.4 0.1 ' " 190 - - 3.4 0.8 0.3 0.1
140 - - 4:8 1,2 0.4 0.1 200 - - 3.7 0.9 0.3 0;1
200 - - 5.3 1.3 0.4 0.1 _ 210 - - 4.1 1.0 0.3 0.1
210 - - - - 1.4 0:5 0.2 - - -
- 1.5 0.5 �0.2. 0.1 220 - -, 4.5 1.1 4.{ ••0.2 _
220 - - - 230 - - 4.9 1.2 0.4 0.2 -
230 - - - - 1.7 0.6 0.2 0.1
- .8 0.6 0.3 0.! 220- - 5.3 1.3 0.4 0.2 _
20 -- _ 1254 -- - - 1.4 0.5 0.2 -
250 _ _ _ - 2,0 0.7 0:3 0.1 260 _ - - - 1.5 0.5 0.2 0.1
260 - - - - 2.1 0.7 0.3 0.1 270 : _ _ - 1.6 0.5 0.2 0.1
270 - - - - ;2.3 . - .0.3 0.1 = - - - 1.7 0.6 0.2 0:1 .
260
280 _ . - : 2.4 0.8 0.3 0.1 2" - - - - 1 88 :.0.6 0.3 0.1
290' 2:6 .0.9 0.4 0.1 300 2.0 0.7 0.3 0.1
300 _ _ - = 2.7 0.9 0.4 0.1 310 _ _ _ - 2.T 0.7 0.3 0.1
310, - - - - 2.9 1.0 0.4 0.1 320 _ _ - - 2.2 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 30 - - - - 2:3 0.8 0.3 0.1
3
330 - . - - 3.3 1.1 0.5 0.1 30 _ _ _ _ 2.5 0.8 0.3 0.1
340 _ _ - - 3.5 1.2 0.5 0.1 350 _ _ - - 2.6. 0.9 0.4 0.1
350 - - - - 3.� 1.2 0.5 0.1 _ - - '.� 0.9 0.4 0.1
1.3 0.5 0.1 360 -
3b0 - - " 3.8 370 _ _ - - 2.9 1.0 0.4 0.1
370 - - 4.0•• 1.4 0.6 0.1 T80 _ _ 3.0 1.0 0.4 0.1
380 - - - " 4.2 1.4 0.b 0.1 380 - - - - 3.2 1.1 0.4 0.1
370 - - - - 4.5 1.5 0.6 0.2 390 - _ _ _ 3.3 I.I 0.5 0.1
400 - - - - 4.7 i.6 0.6 0.2 420 - - - - 3.6 1.2 0.5 0.1
5.1 I-T 0.7 0.2 4-40 - - 4.0 1.3 0.6 0.1
420 - _ -
4.{.0 - - - - . - - 1.9 0.8 0.2 460 4.3 1.5 0.6 0.1
460 - - - - - - 2.0 0.8 0.2 _ - - 4.7 1.6 0,6 0.2
2.2 0.9 0.2 480
500 - - - 2.4 1.0 0.2
500
-2,- �