740105_Permit Renewal Application 2019_20190410

State of North Carolina FECMVEC7N0D`�,�
Department of Environmental Quality MAR 2 6 2019
Division of Water Resources
Wal,er Que14,y
Animal Waste Management Systems Regional tyre�tiorl;;
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: 74-0105 Certificate Of Coverage Number:
2. Facility Name: Chester Rai Norville Farm
3. Landowner's Name (same as on the Waste Management Plan): Chester R Norville
4. Landowner's Mailing Address: 7119 Statonsburg Rd
City: Farmville State: NC
asa- 9b2-yQg1
Telephone Number: 4§j 9649.5835 j5XtE-mail: CRN1 i7se 1 c%vJ i Coln
5. Facility's Physical Address: 4748 Bell Rd
City: Walstonburk State:
6. County where Facility is located: Pitt
7. Farm Manager's Name (if different from Landowner):
g_ Farm Manager's telephone number (include area code):
9. hrtegrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Chester R. Norville Jr.
NC
AWS740105
Zip: 27828
Zip: 27888
Chester R Norville, Jr
--- - - -- - aka-Yo 2-ygI?
MuMhhv-Brown LLC am i or, ew
Phone No.: 252-902-4881 OIC #: 998779
11. Lessee's Name (if there is not a Lessee, write "None"): NO t+ll 0-
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swipe
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
Allowable Count
5,760
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr%
Non Laying Pullet
Layers

ROY COOPER
Governor
MICHAEL S. REGAN
secrerary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Chester R Norville
Chester Ray Norville Farm
7119 Statonsburg Rd
Farmville, NC 27828
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 N s:Hdeg.nc.2ov/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 } ou will find a "Request for Certificate of Coverage Facilit.�Currently Covered by an
Ex irin State Non -Discharge General Permit." The application form must be co leted si ed and returned by April 3. 2019.
Please note that you must include one (I) —copy of the Certified Animal Waste Management Plan ICAWMPI with the
comLleted and signed application form. A list of items included in the CAWMP can be found on Pape 2 of the renewal
application form
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A 4�—�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): WashinLton Regional Office, Water Quality Regional Operations Section
Pitt County Soil and Water Conservation District
AFOG Section Central Files - AWS740105
MuMhhv-Brown LLC
D thCarolinaDepartrAentofEnmo viroomentsIQuai v I DivisionofWateTResoues
512 N. Salisbury St. 11636 MaiI S*rvice Center I Race; , North Carolina 27$99.1636

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, signatures should be by a principal executive officer of the corporation):
� Name: (! R 1409Y AOrd t /v_ Title: &ye j
Signature: Date: J d 2 Z^ 1 9
Name: Title:
Signature: Date:
Name: Title: MAR 2 6 2019
Signature: Date: O.Vi
RegiQIWI 07-
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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
1/20/1995
177,729.00
20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b,� the owner and a certified technical ecn ialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
It b. A .nap of cveiy field used fur land application (fur exampie: 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]

EXH BIT D-2
TABLE 2 - Traveling Irrigation Gtkn Settings CHESTER NORVILLE
Make, Model and Type of Equipment:
.9 T NOZZLE; 80
PSI, 335'
DIAMETER, 210 GPM
I
FieidNol Travel Application
APP
TRAVEL LANE
Wetted
--
EQUIPMENT SETTINos
Nozzle atin
�
OperatingEffective
and Speed Rate
.:Hydrant No3 (!tlmin) {in/ty j
Effective
yy: ,,•_ !@l
Diameter
B
Diameter Pressure
Pressure
Arc
T-60 4 i
560 (A)
(feet'
(inches) fio Gun (Pr)
(as Reel( )
Pat:em3 Comments
.35)
A-7
240 720
335
.9 80
120
3300
A- 4
229 680
it
��
330 .4
f
270
f
i
I
15.09 WETTED ACRES
I
l See attached reap.
I
I
+
2Show separate entries for each hydrant locati
each fie
3Use the following abbreviations for various arc
May also use degrees of arc.
patterns' F (roll circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one warier).
NRCS, NC
NNE, 1996

s
TABU 3
- Solid Set Irrigation Gun
Make, Mode! and Type ofEgLdpmerw
D
.
raid Nod
Wettud
OP' RA.TWG PAPAMETEFUL
APPS=tkm
lion
opwa*m
And
Nurnbetd
Diameter
#►long 8asvrevr
Rubes
P"Mxurw- : Tina-
Lirwmciiz
2k4yewsms (feet)
Pipe& Pipefrmw
NO"
an�
Gan' (pal Hydrt jie')
r mmerti
i
-157
i
Ia4e I
f .o
20 I
f-
`I
ze nAf
I 1!
b
I I_
I70!
!
I-
i

i•
Jr—
LAO e. 40 414 -3 40 4qr
—r r
.L.
��-�--- ----- --• - - - - -... - .i -_ _ l - ._ .-.—_ ,-----�- ----; --T"--� -- ----.. .. - -•- �-- �- -- � --.mot" .'_�- -'--. --" _•-- ��_ � � r i,.
_
tt
!
A. i
.i::;...^- � � � _ - _ ..__�_! ���� � ' � r�++•---'•-•T-�,+- •t• Y^ �•-.-. :_-r--r-�• fi �• ' �" v �" r r "' r. y -�• $ +'' .€ : , ! ""i' ,�,, �-'- ? i
-�`?'..+�" {-;-h--• }-:--, j'- _ _ _ _ i .-_..-_-. .:1._� a.. < _:F._.. _ _�+..«,e_'e 3 .. 1 . ,}`•.
-"f-"�-- -�� i---i"-- _ _ _ _, —; _;'-'- µ _ , .s._a.. � �. -r ' _i-i....._..q�.,-••_-+._...--�.�:_-r-�- �+-^�'-•; � a• , 4�-•1-"- . �'�'- � _ t_.+.,, �
•+'-' _-'�•'•r-'_- _—... _.-_ _ _ _ �-i-c�:.� 2 i.-� .yi��_..�r 3�_ i i _ ._.may..-,;�,,,_ -, - 1
S
Tf2s� i 4C� E A —L:,�4 1 _'h

Date: 4/18/2006
Customer(s): CHESTER RAY NORVILLE
District: PITT SOIL & WATER CONSERVATION DISTRICT
Approximate Acres: 16.3
Legend
❑ Tract Boundaries
Consplan
— Roads
County Boundary
land unit
%004� Image:Orthoimagery
Field Office: GREENVILLE SERVICE CENTER
Agency: USDA, NRCS
Assisted By: James T Etheridge
State and County: NC, PITT
460 0 460 920 1,380 1,840
Feet
A

.{
TABLE 3 - Solid Set Irrigation Gun Settings
!See Zrached map Providedbylhe Field office •ior leid locabon(s).
:Shcwzepamte:,envies for-cach:pipeline,wfth . ~hydrarts in.each�fieid.
Irrigation 'Parameters
Dccober •11995
.Page4 .
iss A-NR=

- - h
— - - _ 3 -- -- -- -- -- ----- -.—� -- - --- t--- ---� -- - — �} ---ts
CD
ta
-i t i -- ----__ _- _ -_ _. - -. _-._ •� __ ..
j---
_ __ - _ - - - ►dp
_--t--
• rr nS
u•
,To �LId.

Version—Noven
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.
RV0EiVED1.N1CD: Q; _.7$
MAR 2 6 2019
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the. ground within 24 hours of knowledge of an
death. The burial must be at least 300 feet from any flowing stream or public body of 1
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seas
high water table. Attach burial location map and plan.
a ® Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
URendering at a rendering plant licensed under G.S. 106-168.7.
® Complete incineration according to 02 NCAC 52C .0102.
a a A composting system approved and permitted by -the NC Department of Agriculture & i
sumer Services Veterinary Division (attach copy of permit). If compost is distributed of
additional requirements must be met and a permit is required from NC DEQ.
D In the case of dead poultry only, placing in a disposal pit of a size and design approvec
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian, would make p
the salvage of part of a dead animal's value without endangering human or animal hea
(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 plan
also recommended for all animal operations. This plan outlines farm -specific mortality
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division s
ports a variety of emergency mortality disposal options; contact the Division for guidan,
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activat
when numbers of dead animals exceed normal mortality rates as specified by the
Veterinarian.
• Burial must be -done in accordance with NC General Statutes and NCDA&CS Vete
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's anima
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian ma
additional temporary procedures or measures for disposal according to G.S. 106-3
Owner/Manager Date
Signature of Technical Specialist r H 'i[Date

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations 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 available to all employees at the
facility, as accidents, leaks, and breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
a) Lagoon overflow:
add soil to the berm to increase the elevation of the dam
• pump wastes to. fields at an acceptable rate
■ stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is enter the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
O stop recycle (flushing system) pump
OO stop irrigation pump
OO close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow

flush system, houses, solids separators:
O stop recycle (flushing system) pump
OO stop irrigation .pump
Os make sure no siphon effect has been created
(@ separate pipes to create an air gap and stop flow
d) Leakage from base or side wall of the lagoon. Often these are
seepage as opposed to flowing leaks:
0 dig a small well or ditch to catch all seepage, put
in a submersible pump, and pump back into the
lagoon.
if holes are caused -by burrowing animals, trap or
remove animals and fill holes and compact with a
clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an
individual experienced in their design and installation.
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 for what duration?
c) Any damage noted, such as employee injury, fish kills, .or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office:
[phone]; after hours, emergency number: (919) 733-
3942. Your phone call should include: your name, facility,
telephone number, the details of the incident, the exact location
of the facility, and the location or direction of movement of the
spill, weather and wind conditions, what corrective measures
have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
830-6345.

4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
pty) pc c
6)
b)
c)
Contact dirtfmoving,%and/or heavy equipment companies:0 r7l C,
O
a) Xi
b)
c)

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.1O6-403). 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 ® Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
LJ U
Rendering at a rendering plant licensed under G.S. 106-168.7
1�
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionrof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be -done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Owner/Manager Date
Signature of Technical Specialist
'uate

Swine Farm Waste Management Oclor Control Checklist
source
Cause
BIVIPs to Minimize odor
Site.Speciflle Praclices
fiunlstead
Swim produclioll
Vegetalive or wooded buffers;
Recommended best management practices;
Good judgment and common sense
Aniwal body surfaces
• Dirty manure -covered animals
A
Dry floors
Flour ,url;lces0
Wet uI'll nu-e-covered floors
X
Slotted Iloors;
,X
Walerers located over slotted floors;
El
feeders at high end of solid floors;
O
Scrape manure buildup from floors;
n
Underfloor ventilation for drying
Aliuuuu collection IMS
• l)rine;
frequent manure removal by flush, pit recharge,
• Partial microbial decomposition
or scrape;
n
Underfloor ventilation
VeIIIII.IIaIIS( fillls
• Volatile gases;
I. -an IIIi1l11lellillll:e;
--
Dtlst
Elltcient air movement
Indoor surfaces
a Dust
Washdo►vn between groups of anin►als;
Feed additives;
n
feeder covers;
Feed delivery downspout extenders to feeder
covers
I IIISh I;u1ks
Agitation of recycled lagoon
❑
flush tank covers;
-
litinid while tanks are filling
El
Extend fill lines to near bottom oftanks with
fz��
-1:111sh
ann-siplloll vents
alleys
• Agitalion during wastewater
❑
underfloor nosh with underfloor ventilation
Pit IcchMge poiuls
Lift stations
(Onside drain collection
or junction boxes
conveyance
Agitation of recycled lagoon
liquid while pits are filling
Agilalion during sump tank
filling and drawdowli
O Extend recharge lines to near bortool of pits
with anti -siphon vents
Cl Sump tank covers
• Agilation during wastewater f7 liox covers
conveyance
AKIl1C - Ntivenlher 11, 1996, Page 3

r
Source Cause BMPs to Minimize Odor T-- --- -- Site Specific Practices
End of drainpipes at Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; X Correct lagoon startup procedures;
' Agitation n Minimum surface area-lo-volume ratio;
O Minimum agitation when.pumping;
n- Mechanical aeration;
n Proven biological additives
Irrigation sprinkler
0
1ligh pressure agitation;
JW
Irrigate on dry days with little or no wind;
nozzles
a
Wind drift
O
Minimum recommended operating pressure;
O
Pump intake near lagoon liquid surface;
L1
Pump from second -stage lagoon
Storage tank or basin
0
Partial microbial decomposition;
C7
Boltont or midlevel loading;
Srul:rcc
.
Mixing while filling;
177
'Tank covers;
•
Agitation when emptying
O
Basin surface mars of solids;
C1
Proven biological additives or oxidants
Seufng basin surface
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
0
Remove seltled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
Ll
Soil injection of slurry/sludges;
Spreader outlets
a
Volatile gas emissions
El
Wash residnal.manure from spreader after use;
O
Proven biological additives or oxidants
lncovered manure
0
Volatile gas emissions while
M
S •I ' 1' 1 •- /.I d
, ut IIJC tton o S urr y u gt.S
sherry or Sludge on field drying 11- Soil incorporation within 48 hrs.;
surfaces
jw Spread in Ihin uniform layers For rapid drying;
El Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
DL:ild animal disposal 0 Carcass decomposition
pits
Incinerators 0 Incomplele combustion
AMOC - November 11, 1996, Page 4
n Complele covering of carcasses in burial pits;
OOny
Proper location/construction nl'disposal pits
O Secondary slack burners —
,pe%jRcj cox ;mod uP

Source —
-- Cause
1IMPs to Minimize Odor
Site Specific Practices -
Standing water around
• Improper drainage;
M Grade and landscape such that water drains
/i n
facilities
0 Microbial decomposition of
away from facilities
ere —
V
organic matter
5�•-
Manure tracked onto
• Poorly maintained access roads
0 Farnt access road maintenance Y
//
jy?r O QT
public: roads tiom farm
►
access
o
r.
Additional Information :.
Swine Manure Management ; 0200 Rule/BMP Packet
Swine Production Fann Potential Odor Sources and Remedies ; E13AE Fact Sheet
Swine Production facility Manure Management: Pit Recllarge - Lagoon Treatment ; EnAE 128-88
Swine Production facility Manure: Management: Underfloor Flush - Lagoon Treatment ; E13AE 12.9-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; E13AE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Conlrolling Odors from Swine Buildings ; PIII-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concems in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
s
s
Available From :
NCSIJ, County l xfells iou Center
NCSIJ - BAE
NCSIJ - BAli
NCSIJ - BAE
NCSU - BAI:
NCSU - BAE
NCSIJ -Swine Extension
NC I'm k PrOthicers Assoc
NCSU Agri CnnlnminiCationS
Florida Cooperative Extension
AMOC - November 11, 1990, Page 5

Insect Control Checklist for Animal Operations
Snln'I e
C71115L'
JIMPS Its Control Insects Site Specific !settees
_
Liquid Systents
Flush Gutter's
Accumulation of solids
13 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
M Remove bridging of accumulated solids at
discharge
Lagoons and fits
Gusted Solids
O 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 surlace.
F,Xcessive Vegclalive
^ • Decaying vegetation
Maintain vegetative control along banks of —
irowili
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waler's edge on impounthnenl's perilueler.
-- ----- Dry systems
ccJci:. • Deed Spillage ^Design, operale aad mainluin (cell systems
if bunkers and irotlghs) to minimize the
accumulation of decaying wastage.
Mr— CI Clean up spillage oil a routine basis (e.g., 7 - 10
day interval during suomner; 15-30 clay interval
during winter).
Feel] Slorage ACCiiloolaliOnS of feed residues f-1 Reduce Ioisture accumulation within and
around inumediale perinleler of Iccd storage
areas by insuring drainage away li-onl silo
and/or providing; adequate containment (e.g.,
covered bill for brewer's grain and similar high
moisture grain products).
hispecl for and remove or break up accin idwed
solids in filter strips around Iced storage as
needed.
SGf 4f frcf e,,- -5;V v
Clew) oc)`T res -,J�5
AMIC - Vlovembcr 11, 1996, Page I

Insect Control Checklist for Animal Operations
Source Cause BMf1s Io cortlr•rll Insects Site Specific I'racliccs
_ Liquid Systems
Flush Chillers • Accumulation of solids M flush system is designed and operated
sufficiently to remove accmnul.rted solids front
gutters as designed.
O Remove bridging of accumulated solids at
_ discharge
Lagoons and fits crusted Solids O Maintain lagoons, settling basins alit] pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more Ihan 6 -
8 inches over more Ihan 30% of surface.
lixccssive Vegetative Decaying vegelatiort Maintain vegetative control along banks of
l �ruwtlr lagoons and other impoundments to prevent
accumulalion of decaying vegetative matter
along wager's edge on intpotttrdntenl's perimeter.
Dry Systems
Fculcr:, Fcul Spillage Desigtt, operate and uraintain feed systems (e.g.,
! bunkers and (roughs)��• to minimize the
1
SG /�
�r� 7
/
accumnlafion of decaying wastage.
CI clean rip spillage oil a nxuine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during wittier).
—Feel!
Storage Accumidalions of feed residues Cl Reduce moisture accumulation within and -
- //
/b*?
bills
around immediate perimeter,IA
of Iced storage
e,
areas by insuring drainage away front site
(— ��
. ���
a�� fleS
and/or providing adeilowe containmentl1/
(e.g.,
7
covered bin for brewer's grain and similar high
moisuire grain products).
Inspect for and remove or break up accumurhrled
solids in filter strips around Iced storage as
needed.
AhlIt' - November 11, 1996, Page

Producer: CHESTER NORVILLE
The purpose of this plan is to provide guidelines for carrying out the
routine operation and maintenance work needed to keep this swine waste
management system functioning as planned. Routine maintenance is
considered to be normal good care of the system. Good maintenance adds
to beauty, usefulness, and permanence.
A. Maintenance
The routine maintenance of the lagoon involves the following:
1. Maintenance of a vegetative cover on the embankment top and side
slopes: FESCUE is being established on these areas. Beginning
in 1995 and each year thereafter, the embankment should be
fertilized with 8.00 pounds of 10-10-10 per acre to maintain,a
vigorous stand.
2. Control of brush and trees on the embankment. This may be done
by mowing, spraying, or chopping, or a combination of all three.
This will need to be done at least once each year and possibly_
twice in years favorable to heavy growth of vegetation.
Maintenance inspections of the lagoon should be made during the
initial filling of the lagoon and at least annually. Items to be
checked should include, as a minimum, the following:
1. Waste Inlet Pipes, Overflow Pipes
a. condition of pipes
(1) separation of joints
(2) cracks or breaks
2. Pool Area
a. undesirable vegetative growth
b. floating or lodged debris
3. Embankment
a. settlement, cracking or "jug" holes
b. side slope stability - slumps or bulges
c. erosion and rodent damage.
1
0

PLSMM3YASTE�"
.MANAGEWNT SYSTEM
B. operation
Your animal waste management facility was designed for a total of
5760 (FEEDER TO FINISH). The lagoon contains both permanent and
temporary storage. The permanent storage is not to be pumped in
order to ensure that anaerobic action will occur. The design
includes permanent storage.of one cubic foot per pound of steady
state live weight.
The temporary storage portion of the lagoon includes capacity for the
volume of waste produced over 180 days, the amount of rainfall in a
25 year 24 hour storm event, and rainfall in excess of evaporation.
Your facility is designed for 18�L of temporary storage;
therefore, it will need to be pumped every six months. Begin pump -
out of the lagoon when fluid level reaches elevation 50.3 feet as
marked by permanent markers. Stop pump -out when the fluid level
reaches elevation 48.0 feet.
The attached waste management plan should be followed. This plan
recommends sampling and testing of waste (see Attachment B) before
land application. The waste material should be analyzed before each
application cycle to determine its nutrient content. A soil test of
the area of application should be made annually to insure the waste
is applied as reasonably and practically possible to recommended.
rates.
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. The lagoon can be pre-chargedby pumping water
from an existing farm pond.
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 Environmental Management,
has the responsibility for enforcing this law.
2

,n
(D
THIS DESIGN IS FOR A SINGLE STAGE LAGOON
" AS BUILT "
CLIENTS NAME
COUNTY
TODAYS DATE
DISTANCE TO NEAREST.NONFARM RESIDENCE _>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =______>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. ft. per lb SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION =_________>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 8.1
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES
Permanent Volume Required 1057536.0
Permanent Volume Provided 1066987.7
CHESTER NORVILLE
PITT COUNTY, NORTH
JANUARY 20, 1995
750 FEET
0
5760
0
0
0
1.0
4.5 YEARS
598.3
FEET
259.0
FEET
48.0
FEET
48.0
FEET
39.9
FEET
feet
3.5:1
cubic feet
cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY =-__>
EXCESS RAINFALL ABOVE EVAPORATION =____>
25YR/24HR STORM RAINFALL
FREEBOARD
Temporary Storage Volume 469730.7 cubic
Top of Dam Elevation =
Inside Dimensions of Lagoon at Top
Length = 627.0 feet Width =
Begin Pumping Elevation =
Stop Pumping Elevation =
52.1 feet
of Dam
287.7 feet
50.4 feet
48.0 feet
CAROLINA
0 SQUARE FEET
180 DAYS
0 GALLONS
11.8 INCHES
7.0 INCHES
1.1 FEET
feet
Sep-
,07
X-4
y�
6�
6
V
ft

91. STEADY STATE LIVE WEIGHT
o�
0
head
weanling
to.feeder
x 30 lbs. =
0
lbs
5760
head
feeder
to
finishing
x 135 lbs. =
777600
lbs
0
sows
farrow
to
weanling
x 433 lbs. =
0
lbs
0
sows
farrow
to
feeder x
522 lbs. =
0
lbs
0
sows
farrow
to
finish x
1417 lbs. =
0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 777600 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cu. ft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 4.5
Sludge Volume = 279936.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 1057536.0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 48.0 feet
Construct lagoon bottom elevation 39.9 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.5 3.5 3.5 3.5 8.1
AREA OF TOP
LENGTH * WIDTH =
598.3 259.0
AREA OF BOTTOM
Lb * Wb =
541.6 202.3
AREA OF MIDSECTION
154959.7 (AREA OF TOP)
109565.7 (AREA OF BOTTOM)
(Lm * Wm) _
569.9 230.7 131459.0 (AREA OF MIDSECTION)
CU. YD. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
154959.7 525835.9 109565.7 1'.350
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 1066987.7 CU. FT.
VOLUME NEEDED = 1057536.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 598.3 FEET LONG BY 259.0 FEET WIDE

5. DIKE
Place spoil as a continuous dike to elevation 52.1 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width' _
627.0 287.7 180388 square feet
Additional Drainage Area
0 square feet
TOTAL DA 180388 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
Volume = 777600 SSLW * 0.01 gallon/lb. SSLW/day * 180 days
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 187123.0 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 11.8 inches
Volume
= 11.8
inches * DA /
12 inches per foot
Volume
= 177381.4
cubic feet
6D. Volume
of 25 year -
24 hour storm
Volume
= 7.0
inches * DA /
12 inches per foot
Volume
= 105226.3
cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
187123.0
cubic
feet
6B.
0.0
cubic
feet
6C.
177381.4
cubic
feet
6D.
105226.3
cubic
feet
TOTAL TEMPORARY STORAGE 469730.7
cubic
feet

a
y
.47. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon.
Depth required = 469731 cu. ft. / 154960 sq. ft.
Depth required = 3.0 feet
Normal lagoon liquid elevation = 48.0 feet
Depth required = 3.0 feet
Freeboard = 1.1 feet
Top of Dam = 52.1 feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 52.1
ARE 627.0 FEET BY 287.7 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 187123.0 cubic feet
6B. 0.0 cubic feet
6C. 177381.4 cubic feet
TOTAL PUMPED VOLUME = 364504.4 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
D th
ep required = 364504.4 cu. ft. / 154959.7 sq. ft.
Depth required = 2.4 feet
DESIGNED BY:
DATE:
I
APPROVED BY:
DATE:

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Chester Norville
Chester R. Norville
7119 Stantonsburg Road
Farmville, NC 27828
252-753-4259
06-02-2009
This plan has been developed by:
Gene Anderson
Pitt Soil and Water
403 Government Circle
Greenville, NC 27834
252-752-2720 ext.3
df -.4L
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Si -nature (owner) Date
d—L'%'�%
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculiure -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: 4 - a
Techn cal Specialist Signature Date
Preview Database Version 2.0 Date Printed: 06-02-2009 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 5,339,520 gals/year by a 5,760
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
12298
Incorporated
211.21
Injected
23259
Irrigated
13367
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
13,367
13620
-253
5,668,947
-329,427
Year 2
13,367
14181
-814
5,664,489
-324,969
- - - - - - ------------------------------- --- ----------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
273910 Database Version 2.0 Date Printed: 06-02-2009 Source Page Page 1 of 1

Narrative
The pasture land is done by grandfathered rates. Total application acres is "wetted acres" . Tracts 57 and
60 should be treated as an
annual "single crop". Double cropping will not allow for proper nitrogen application, because of the rate
reductions. If a cover crop is planted,
used for waste application, and not harvested, the crop following nitrogen rate should be reduced by the
amount applied to the cover drop.
273910 Database Version 2.0 Date Printed: 06-02-2009 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment
Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence.. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
Ll
Soil Series
Crop Sequence
RYE
P205
Removal
(lbs/acre)
Applied
(lbs/acre)
102
1
9.00
9.00
Low
N/A
Wagram
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Pasture
5.5 Tons
68
N/A
57
3
10.26
10.26
Low
N/A
Wagram
Com, Grain
75 bu.
33
N/A
Wheat, Grain
40 bu.
20
N/A
Soybeans, Manured, Double Crop
23 bu.
18
N/A
60
1
4.83
4.83
Low
N/A
Wagram
Com, Grain
75 bu.
33
N/A
Wheat, Grain
40 bu.
20
N/A
Soybeans, Manured, Double Crop
23 bu.
18
N/A
88
4
33.1
33.181
Low
N/A
Wagram
Small Grain Overseed
1.0 Tons
15
N/A
I
I
I
t
Hybrid Bermudagrass Pasture
5.5 Tons
68
N/A
PLAN TOTALS: 57.27 57.27
273910 Database Version 2.0 Date Printed 6/2/2009
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 2

LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
<= 10
nutrient leaching below the root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered. Examples
> 10
are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391).
PLAT Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
273910 Database Version 2.0 Date Printed 6/2/2009
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2

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.
Waste Utilization Table
Vear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrieni:l
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
102
1
S7
Wagram
9.00
9.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
179.75
0.00
102
1
S7
Wagram
9.00
9.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*230
0
0
Irrig.
230
91.87
0.00
826.84
0.0
57
3
S7
Wagram
10.26
10.26
Corn, Grain
75 bu.
2/15-6/30
92
0
0
Irrig.
1 92
36.75
0.00
377.04
0.00
57
3
S7
Wagram
10.26
10.26
1Wheat, Grain
40 bu.
9/1-4/30
93
0
0
Irrig.
28
33.43
0.00
343.03
0.00
60
1
S7
Wagram
4.83
4.83
Corn, Grain
75 bu.
2/15-6/30
92
0
0
Irrig.
92
36.75
0.00
177.50
0.00
60
1
S7
Wagram
4.83
4.83
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
Irrig.
28
11A4
0.00
53.83
0.00
88
4
S7
Wagram
33.18
33.18
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
501
19.97
0.00
662.67
0.00
88
4
S7
Wagram
33.18
33.18
Hybrid Bermudagrass Pasture 15.5
Tons
3/1-9/30
*230
0
0
Irrig.
230
91.87
0.001
3,048.29
0.00
Total Applied, 1000 gallons
5,668.95
Total Produced, 1000 gallons
5-339 52
Balance, 1000 gallons
-329.43
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
273910 Database Version 2.0 Date Printed: 6/2/2009
WUT Page Page 1 of 2

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NUtrienL%
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
102
1
S7
Wagram
9.00
9.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
179.75
0.00
102
1
S7
�V''agram
9.00
9.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*230
0
0
Irrig.
230
91.87
0.00
826.84
0.00
57
3
S7
Wagram
10.26
10.26
Wheat, Grain
40 bu.
9/1-4130
93
0
0
Irrig.
65
26.00
0.00
266.80
0.00
57
3
S7
Wagram
10.26
10.26
Soybeans, Manured, Double Crop
23 bu.
4/1-9115
92
0
0
Irrig.
92
36.75
0.00
377.04
0.00
60
1
S7
Wagram
4.83
4.83
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
brig.
65
26.00
0.00
125.60
0.00
60
1
S7
Wagram
4.831
4.83
Soybeans, Manured, Double Crop
23 bu.
4/1-9/15
92
0
0
Itrig.
92
36.75
0.00
177.50
0.00
88
4
S7
Wagram
33.18
33.18
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
662.67
0.00
88
4
S7
Wagram
33.18
33.18
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*230
0
0
Irrig. 1
230
91.87
0.00
3,048.29
0.00
Total Applied, 1000 gallons
5,664.41)
Total Produced, 1000 gallons
5,339.52
Balance, 1000 gallons
-324.97
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
273910 Database Version 2.0 Date Printed: 6/2/2009 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
102
1
Wagram
0.60
1.0
57
3
lWagram.
0.60
1.0
60
1
Wagram
0.60
1.0
88
4
Wagram
0.60
1.0
273910 Database Version 2.0 Date Printed 6/2/2009 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan.
Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be limited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
T Field
102
1
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres
App. Period
9.00
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
01
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
06-16-05
Manure
50
271
68
6
0
1
0
0
P Removal
Rating
15 Ibs/ac.
Low
BALANCE
0
27
68
6
0
1
0
0
Tract
Field
88
4
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres
App. Period
33.18
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagra .
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
1.0 Tons
06-16-05
Manure
50
27
68
6
0
1
0
0
P Removal
Rating
5 Ibs/ac.
1w
Lo
BALANCE
01
271
681
61
01
01
0
NOTE: Symbol * means user entered data.
273910 Database Version 2.0 Date Printed: 6/2/2009 NMR Page Page 1 of 4

Nutrient Management Recommendations Test
YEAR
j
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(Ibs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
102
1
Req'd Nutrients
*230
0
0
0
0
0
0
0
Acres IApp.
Period
9.00
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
5.5 Tons
06-16-05
Manure
230
125
315
28
1
5
1
0
P Removal
I Rating
68 lbs/ac.
Low
BALANCE
0
125
315
28
1
5
1
0
Tract
I Field
57
3
Req'd Nutrients
92
0
20
0
0
0
0
1
Acres
App. Period
10.26
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
mple Date
75 bu.
07-07-05
Manure
92
50
126
11
0
2
0
0
KRemov�
IlRating
33lbs/ac.
Low
BALANCE
0
50
106
11
0
2
0
-1
Field
57
3
Req'd Nutrients
93
0
20
0
0
0
0
0
pp. Period
10.26
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
01
0
0
0
mple Date
40 bu.
07-07-05
Manure
93
51
127
11
0
2
0
0
RRemoval
Rating
20 lbs/ac.
Low
BALANCE
0
51
107
11
0
2
0
0
Field
60
1
Req'd Nutrients
92
0
20
0
0
0
0
0
pp. Period
4.83
2115-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
mple Date
75 bu.
07-07-05
Manure
92
50
126
11
0
2
0
0
l Rating
33 lbs/ac.
Low
BALANCE
0
50
106
11
0
2
0
0
E
Field
60
1
Req'd Nutrients
93
0
20
0
0
0
0
0
pp. Period
4.83
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
T
40 bu. 07-07-05
Manurel
93
51
127
11
0
2
0
0
P Removal
I Rating
20 lbs/ac. Low
BALANCE 1
0
51
107
11
0
2
0
0
273910 Database Version 2.0 Date Printed: 6/2/2009 NMR Page Page 2 of 4

Nutrient Management Recommendations Test
YEAR
1
N
(Ibs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(Ibs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(Ibs/A)
Lime
(tons/A)
Tract
Field
88
4
Req'd Nutrients
*230
0
0
0
0
0
0
0
Acres I App. Period
33.18
3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Pasture
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
5.5 Tons
06-16-05
Manurel
230
125
315
28
1
5
1
0
P Removal
Rating
681bs/ac.
Low
BALANCE
0
1251
3151
281
11
11
0
NOTE: Symbol * means user entered data.
273910 Database Version 2.0 Date Printed: 6/2/2009 NMR Page Page 3 of 4

Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
57
3
Req'd Nutrients
92
0
20
0
0
0
0
0
Acres
App. Period
10.26
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
23 bu.
07-07-05
Manure
92
50
126
11
01
2
0
0
P Removal
Rating
18 Ibs/ac.
Low
BALANCE
0
50
1061
11
01
2
0
0
Tract
Field
60
1
Req'd Nutrients
92
0
20
0
0
0
0
0
Acres IApp.
Period
4.83
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Wagram
Residual
0
0
0
0
0
0
.0
0
RYEJ Sample Date
23 bu.
07-07-05
Manure
92
50
126
11
0
2
0
0
P Removal
I Rating
18 Ibs/ac. ILow
BALANCE
0
50
106
11
0
2
0
0
NOTE: Symbol * means user entered data.
2.73910 Database Version 2.0 Date Printed: 6/2/2009 NMR Page Page 4 of

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of copper
or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth Alternative crop
sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount of capper and zinc to be applied in
lbs/acre by 0.036 and 0.071, respectively and multiplying the result by0.85. By adding this quantity to the current soil index for copper or zinc, we can predict life of the site
for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of lime
at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Required Soil Test Values
Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-I
Copper Recommendation
Zn-I
Zinc Recommendation
102
1
Small Grain Overseed
6.7
0.0
31
None
66
None
102
1
Hybrid Bermudagrass Pasture
6.7
0.0
31
None
66
None
57
3
Corn Grain
5.3
0.9
70
None
126
None
57
3
Wheat, Grain
5.3
0.0
70
None
126
None
57
3
Soybeans, Manured, Double Crop
5.3
0.0
70
None
126
None
60
1
Corn, Grain
5.8
0.0
63
None
64
None
60
1
Wheat, Grain
5.8
0.0
63
None
64
None
60
1
Soybeans, Manned, Double Crop
5.8
0.0
63
None
64
None
88
4
Small Grain Overseed
6.7
0.0
1 55
None
56
None
88
4
Hybrid Bermudagrass Pasture
6.7
0.0
55
None
56
None
- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
273910 Database Version.2.0 Date Printed: 06-02-2009 STV Page Page 1 of I

The following Lagoon Sludge 'Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
72.21
144.42
216.63
Hay 6 ton R.Y.E.
300
26.32
36.10
72.21
108.31
Soybean 40 bu
160
14.04
67.70
135.39
203.09
273910 Database Version 2.0 Date Printed: 06-02-2009 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume -of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storaae Car)acity
Source Name
I Swine Feeder -Finish La oon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
63
1
2
59
1
3
79
1
4
115
1
5
145
1
6
176
1
7
171
1
8
166
1
9
166
1
10
150
1
11
133
1
12
110
2
1
89
2
2
80
2
3
95
2
4
133
2
5
163
2
6
180
2
7
180
2
8
179
2
9
179
2
10
160
2
11
142
2
12
117
* Available Storage Capacity is calculated as of the end of each month.
273910 Database Version 2.0 Date Printed: 06-02-2009 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
273910 Database Version 2.0 Date Printed: 6/2/2009 Specification Page 1

8. Animal waste shall not be applied. to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a_ "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
273910 Database Version 2.0 Date Printed: 6/2/2009 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas, should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
273910 Database Version 2.0 Date Printed: 6/2/2009 Specification Page 3

Crop Notes
The following crop note applies to field(s): 1, 3
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 4
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.
Preview Database Version 2.0 Date Printed: 06-02-2009 Crop Note Page Page 1 of 3

The following crop note applies to field(s): 1, 4
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:
The following crop note applies to field(s): 1, 3
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
Preview Database Version 2.0 Date Printed: 06-02-2009 Crop Note Page Page 2 of 3

The following crop note applies to field(s): 1, 3
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; ,6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 3 6 " rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen: However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean. production.
Preview Database Version 2.0 Date Printed: 06-02-2009 Crop Note Page Page 3 of 3

Stationary Sprinkler System Calibration and Uniformity Data Sheet
Date: —o� D 'lei Land Owner:% e 514.- IVO `'P'*-e_ Farm No. -71
(1/4f-sotn
Manufacturer's Specifications: Gun/Sprinkler Model —1 c 2 o Nozzle Typee .c✓ /3orC
Nozzle Diameter Q r e— in.
1. Measure Pressure (measured from at least two sprinklers)
b. Pressure (Gun/Sprinkler) 1 psi
c. Pressure (Gun/Sprinkler) 2 (t� psi
d. Pressure (Gun/Sprinkler) 3_ psi
e. Average pressure 6 0 psi
2. Measure Wetted Radius (refer to Figure 6 or figure above)
a. Side 1 average distance from sprinkler to wetted radius
Sprinkler 1
It
Sprinkler 2
Q— ft
Sprinkler 3
101 ft
b. Side 2 average distance from gun to wetted radius
1 oy ft
14 ft
ft
c Side 3 average distance from sprinkler to wetted radius
1 (7 to ft
/.4 ft
100 ft
d. Side 4 average distance from gun to wetted radius
j U.O ft
103 ft
10 ft
e. Average wetted radius
ft
ft
1 vy ft
f. Compare sprinkler radius for 1 and 2 sprinkl'er 1 (2.e) (00 ft
sprinkler 2 (2.e) -M ft
x100= U2 %
Is 21. between 90% and 110%? X yes - no
g. If "yes", average the wetted radius for sprinklers 1 and 2 and multiply by 2 to obtain
wetted diameter (WD) l l � ft
(if "no", repeat for sprinkler 3 and compare against sprinklers 1 or 2 to see if between 90% and 100%)
h. Wetted diameter from manufacturer's chart using pressure in i.e. ft
i. Percent difference = field measured (2.0) l.�t.�.... ft
X100= g �'
manufacturer's chant (2.h)� ft
Is 2.1 between 8 5 % arrd 115°/v? )c yes no (if "no' contact technical irrigation specialist)
10

STATIONARY AND TRAVELING
IRRIGATION SYSTEMS
Stationary Sprinkler System Calibration and Uniformity Data Sheet (continued)
3. Determine Flow Rate, Q
a. Pressure from 1.e. 60
psi
b. Flow rate from manufacturer's chart 575-gpm
c. Flow rate from irrigation design documentation/wettable acreage documentation 0 gpm
e. Percent difference = field measured (3.b) S S gpm
X10'0= %
Document`at�ion (3.c)� gpM
Is 3.e between 90% and 110% ? lti. yes no (It "no" contact technical irrigation specialist)
Assess Uniformity
4. Calculate Percent Overlap and Check Pressure
a. Sprinkler Spacing r 7 O it
b. Sprinkler Spacing (% of WD) = Sprinkler Spacing (4.a) ft
— X100= �d
Wetted Diameter (2.9) ft
Is Sprinkler Spacing (% of WD) (4.b) between 50% and T0,%? X� yes no
c. Nozzle pressure from 1.e. 6 psi
d. Minimurri pressure frt3tn ipiariifactu(eT's chatf for spltrikler iii'odel and dole 0
psi
e. Maximum pressure from manufadtaw's chart for sprinkler model and nozzle psi
Is Nozzle pressure (4.c) between the minimum (4:d) and maximum (4.e) chart pressure?: , yes no
If the answer to either question is "no" then uniformity Is not acceptable. Contact an irrigation technical
specialist.
HH

10
Sheet2
Wettable Acre Computational Worksheet
For Stationary Irrigation Systems
Chester Norville Facility # 74-105
r Appl. Area
of Sprinklers_
33
44
10
87 0
0
0
0
0
0
- "360"
- 360"
- "270"
- "180"
_ 119011
)rinklers=
Diameter
Table
,,r Sprinkler
225
140
0..62 #VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#DIV/0!
- "360"
0.4475
r - "360"
0.5594
r - "270"
r - "180"
r - "90"
0.2797
v Sprinkler Type
14.77 #VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0
27.41. #VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0
�y Field --- >
42.18 #VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
0.00
L WA"
42.18
,nts:
;al Specialist: uate:
P-anc 1