820234_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

NCDENR
North Carolina Department of Environment and Natural
Pat McCrory
Govemor
Robert A Cannady
Allen Cannady Farm # 2
891 Ozzie Road
Clinton, NC 28328
Dear Ernest Smith Farm, Inc.:
September 15, 2015
9SEP 1 7 2015
Resources
FAYETTEVILLE REGIONAL OFFICE
Donald R. van der Vaar#
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820234
Allen Cannady Farm # 2
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the Lagoon # 1 at the Allen Cannady Farm # 2. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2019_
The next sludge survey for the Lagoon # 1 at this facility should be performed before December
31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820234
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 91M07-64641 Internet: http:/Awm.ncwater.org
An Equal Opportunity t Affirmative Action Employer - Made in part by recycled paper

1�
P'N' ENR
NOrtil Carolina Dsrrartm nt of Environment and
'Jiv,sion of Water Quality
-verly Ea:Ies Perdue i�oie�in H. Sillins
December 10, 2010
CERTIFIED MAIL
RETURN RECEIPT REO UESTED
Cannadv. Allen
Allen Cannadv_ Farm #?
891 Ozzie Rd
Clinton. NC. 28328
Natural Ra 0ur0e
Dae r-el ern an
r.
4v_.relary
RECEIVED
DEC 14 2010
DENR-FAYETTEUILLE REGIONAL OFHCE
Subject_ Notice of Violation
Allen Cannadi, Farm"?
Permit Number AWS820234
Sampson County
Dear Permittee,
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to
pay the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The followinsi invoices are outstanding,;
Invoice Number
I Invoice Date
Due Date
Outstanding Fee (S) !
2007PR000283
I 1/11/2007
2/10/2007
50
Please be reminded that the table above covers onlJ> the most recent invoice sent to vou. Please
also include pavmenrs for invoices sent in rite previous years for which the annual fees are still dua
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action. to the Director of the Division of Neater Quality who may issue a
civil penalty assessment of not more that twenty-five thousand (S25,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions. or requirements of a permit under
authority of G-S. 14 3-215.6A. Therefore. it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Violation.
Please remit the payment. made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit A7unzbe7- on your check and
mail this payment to:
Division of Water Quality -- Budget Office
Attn: Fran McPherson!
1617 Mail Service Center
Ralei=h, NC 27699-1617
Phone: [phone]
-C'Ont(l.-
.���� :a:r.rs.•�,r.-f;,,-�1r�_ ,.�a,=r:r,.�. kf r!���G`L� f�

If you have any questions concerning_ this Notice, please contact J. R. Joshi at [phone] or
at [e-mail].
Sincerely,
Keith Lariek, Supervisor
Animal Feeding Operation Unit
tc¢-Faetteviile=Regional Office, Aquifer Protection Section
APS Central File (Permit No AA'S820234)

�z<-sUw ��W�S %:J�1.r�k�i� �r=t-icW 5'?r✓-�
C irtis Barwick
April 17, 2012 P�
Page 2 of 2
Sludge Survey Extension Requests BARWICK AG SERVICES LLC Curtis G Barwick
Facilit #
Owner
Farm Name
Count '
Region
Lagoon ID
Approved
Until
9-78
Oscar Autry
Oscar Autry Farm
Bladen
FRO
2
12/3l/2014
9-134
Tommy Melvin
Melvin Nursery #I
Bladen
FRO
1
12/31/2014
9-190
Tommy Melvin
Melvin Nursery 43
Bladen
FRO
1
12/31/2014
25-29
Douglas Cowan
Douglas Cowan Farms
Craven
WaRO
1
12/31/2012*
31-146
Jerry Sim son
Ganders Fork
Du lin
WiRO
BP2 (small)
12/31/2014
31-162
Charles Edwards, Jr
Glade Ride
Du lin
WiRO
Big
12/31/2012*
40-27
LL Mu prey Co
David Murphrey Farm
Greene
WaRO
1
12/31/2012*
51-07
Donald Byrd
Donald Byrd Farm
Johnston
RRO
Finishing
12/31/2012*
51-46
Whitley Stephenson
Spring Meadow Farm
Sandy Ridge Pork
Johnston
RRO
2
12/31/2012*
54-14
Kenneth Rouse
Kenneth Rouse Farrm #3
Lenoir
WaRO
1
12/31/2014
54-127
Kenneth Rouse
Kenneth Rouse Farrm #2
Lenoir
WaRO
1
12/31/2014
82-183
Coharie Ho& Farm
Lafayette Farms C-10
Sampson
FRO
1
12/31/2014
82-183
Coharie Hog Farm
Lafayette Farms C-10
Sam son
FRO
2
12/31/2014
82-229
Nelson Porter
P & J Farms
Sampson
FRO
1
12/31/2014
82-229
Nelson Porter
P & J Farms
Sampson
FRO
2
12/31/2014
82-232
Ernest Smith Farms Inc
Garland Sow Farm
Sampson
FRO
Seconds
12/31/2014
82-234
Allen Cannady
Allen Cannad y Farm 42
Sampson
FRO
1
12/31/2014
82-275
Je Harrell
Double J Hog Farm
Sampson
FRO
2
12/31/2014
82-307
Stacy Moore
The Hanover Farm
Sampson
FRO
1 (large)
12/31 /2014
82-356
SDC Leasing/S. Carroll
Savannah Hill Farms
Sampson
FRO
1
12/31/2014
82-403
Howard Bros Farms LLC
D & K Farm
Sampson
FRO
1
12/31/2014
82-474
3 W Farms
3 W Farms
Sampson
FRO
A
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
Prima
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
secondary large
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sam son
FRO
secondary small
12131/2014
82-563
Steve Howard
Stephen Howard Farm
Sampson
FRO
Nurse
12/31/2014
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sampson
FRO
2
12/31/2012*
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sampson
FRO
7
12/31/2014
82-622
Keith Tew
K & T Farms
Sampson
FRO
1
12/31/2012*
82-697
Todd Daniels
Windy Creek Farms
Sampson
FRO
1
12/31/2014
96-02
Jamie Roesch
J & T_Finishing
Wa 'ne
WaRO
3
12/31/2014
96-02
Jamie Roesch
J & T Finishing
Wayne
WaRO
4
12/31/2014
* Due to the amount of treatment volume available, and the rate of sludge accumulation, DWQ feels
that an extension is not appropriate for these lagoons.

•�" ^c" �"- � '^' � _= . _ < , L-- f' ._- � �---... it
(30 7-o A -I
PLAN OF �-.0 T ION (POA) FOR L.-"',COON SLUDGE RE.DUC r ION
i acili:y ti.:r der 82 :2_?L
FaZility Name: �1�r�_La�►z�fS//
Certified' Qperator Na,�,z l��h Rae's Lg,1•1a�OperatorTr
711704
Note: rk ca i I I e t uludc: Ik1I - ,a m E n t Dian r ,a e su, tr-,it:--ec' Ir. Ile'. of this `'0-`•..
Lagoon i La�--ocn 2 1 Lacccn 3 1 Laccor = Lacocn 5 {{ Lacccr. c '
a. La'oor. Namel Identifier i
1 � 2- ,7 —
8 �
k
Z
�� i
b. Total Sludge Dept. (ft}�
/2
1
/`
T L k
c. Sludge Depth to be
Removed for Compliance
eft
d. Sludge Volume to be
Removed (gallons)
e. Sludge PAN 1 j
(lbsl1000 gal; l
} E. Liquid PAN I—
(lbs,1000 gal}
ho
I
y. PAN of Sludge (ILs)
(� x e )Ir 1000 I 11
50 7e .3 I Zo v
Comaliance Tirr.eirames
5 z--Z a? e; !i y -57 a! e pe .ex,
SJ 4� w .1) be o, ymoJ
vi , �. r' rt .M s, 0
/ a,q `, 1 , � �?c 10 , 71-e d t:

(V-^PF.4i lVIE. Use this season to deszrjbe the me:1ojISi tha: wil'i be used tc lower the sludc;e
depth. If mi--robe use is plane r'. Speci`o
} t:'se prJuc: to be use.'`-
A ! vow �� ��-.Q %� .
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
Facility Owner/M Hager (print)
y
Facility O ner'Nlar ger (signature)
Phone:
Date: ' 2-4 -/E
� i2o � _ ,�.�. ✓ � i.1 , e r
�j=t� 7crC
�! J �2cc.✓ S7.cEc
-% /
c3 f

f
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number Allen Cannady
B. Lagoon Identification 827234 #3 (2690)
C. Person(s) Taking Measurements Dan Bailey
D. Date of Measurement
1214/09
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe
c. Thickness of the sludge layer if making a direct measurement with 'bore sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 0.567 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres! Use 8 points
b. If more than 1.33 ac_ acres x 6 = 744 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Studge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 fL when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.1
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K_ Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.9
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 6.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 2.3
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.2
P. Calculate the thickness of the existing Liquid Treatment Zone (Item H minus Item L): 1.4
0_ If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Dan Bailey Date: 12/4109
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet`
Revised August 2008
Lagoon Identification 82-234
Completed by: Dan Bailey
Print Name
Date: 12/4/09
Signature 61
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of sludge
to lagoon bottom soil
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
0.0
0.0
0.0
2
0.0
0.0
0.0
3
0.0
0.0
0.0
4
0.0
0.0
0.0
5
0.0
0.0
0.0
6
0.0
0.0
0.0
7
0.0
0.0
0.0
8
0.0
0.0
0.0
9
0.0
0.0
0.0
10
0.0
0.0
0.0
11
l�e,t�
;
0.0
0.0
0.0
12
��
0.0
0.0
0.0,
13
v r/o
0.0
0.0
0.0
14
1
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
X X
X X
Average o
X X
2.323
X X
6.478
X X
4.155
ointsf
At pump
2.4
X X X X X X
intake
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations_ For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the " Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft
4.2
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
9.1
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
190.0
5. Width at top inside slope (W)
229
ft.
130.0
6. Length at midpoint of sludge layer Lm= L-2S(D-(T/2))
398.5
ft.
147.6
7. Width at midpoint of sludge layer W,n= W-2S(D-(T/2))
170.5
ft.
87.6
8. Volume of sludge (Vs) Vs=L. Wm T
169,860
W
53,724
9. Volume in gallons: Vsp=V*7.5 gal./fe.
1,273,950
gal.
402,931
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
1.4
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
5.6
12. Length at midpoint of total tmt. zone L. = L-2(S)(D-(Z/2)
409
ft.
151.8
13. Width at midpoint of total tmt. Zone W. = W-2(S)(D-(7J2)
181
ft.
91.8
14. Volume of total treatment zone (Vz) Vz = Lz W=Z
444,174
ft3
77,520
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsJVz 0.38 0.69
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on fling the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.69

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Al'ojll
rA
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Govemor Director
July 31, 2009
Allen Cannady
Allen Cannady Farm ##2
891 Ozzie Rd
Clinton, NC 28328
Subject. Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Natural Resources
RErtD
AUG 0 5 2UM
DENR-FAVETULLE REGIONAL ORE
Dee Freeman
i Secretary
This is a follow-up to our March 3, 2009 letter requesting an application from your facility for the continued coverage under one of the
Animal Waste Operation State Non -Discharge General Permits. Current General Permits expire on September 30, 2009. Copies of the
new General Permits are available at http_l/h2o.enr.state.nc.u5l4ps/afou/applications.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
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 forpermit
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 and returned by September 3, 2009. Please note, you
must include two (2) copies of your most recent Waste Utilization Plan with the 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 Unit staff at 914-733-3221-
Sincerely,
Ted L. Bush. Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820234-
Murphy Family Farms
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raieigh. North Carolina 27699-1636 One
Location: 2728 Capital Boulevard. Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-0748 (�iLttKrQ!!�
lntemet: www.ncwatergual0.
An Equal Opportunity % Atnrtnative Action Empioye�

4.
RECEIVED ?10 23
JUL 29 2009 1 Fje
On September 30, 2009, the North Carolina State N -Disc{ s nimal Waste Management Systems
will expire. As required by these permits, facilities t3 f 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 Quality by no later than April 3, 2009.
Please do not leave any question unanswered Please Make any necessary corrections to the data below.
1. Facility Number. _and Certificate of CAverage Number: r ��
2. Facility Name:
3. Landowner's name (same as on the ante Management Plan):
4. Landowner's Mailing address: _ <6- a 1 CD-2_Z • 0__ V_& .
City/State: _Zip: _ C1. t ln.C. ) O 3D. en
Telephone Number (include area code): _E—mail: LD - sq�q - s
5. Facility's ph steal address:
city/state: C�5 cxar zip: _
6. County where facility is located: _ t!S;aYN�
7. Farm Managers name (If different than the Landowner): _
S. Farm Manager's telephone number (include area code): _
f
9. Integrator's name (if there is not an integrator write "None"): a `��p � r i
,�
10. Lessee s name (u
there is not a lessee waste None ).
11. lndicate animal operation type and number:
Swine Cattle Dry Poultry
Wean to Finish Dairy Calf Non Laying Chickens
Dairy Heifer Laying Chickens
Farrow to Finish Milk Cow Turkeys
Feeder to Finish Dry Cow Other
Farrow to Wean Beef Stocker Calf Pullets
Farrow to Feeder Beef Feeder Turkey Pouets
Boaz/Stud Beef Brood Cow
Gilts Other
Other
Wet Poultry
Horses - Horses Sheep - Sheep Non Laying Pullets
Horses - Other Sheep - Other Layers
https:llpiratemail.ecu.edulowa/WebReadyV iewBody.aspx?t=att&id=RgAAAADZxpsLQax... 7/8/2009

Submit two (2) copies of the most recent Waste Utilization Plan for this facility with this application. The Waste
Utilization Plan must be signed by the owner and a technical specialist. If a copy of the facili 's most recent Certified
Animal Waste Management Plan (CAWMI") has not previously been submitted to the NC Division of Water Quality,.
two (2) codes of the CAWMP must also be submitted as part of this application.
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 we 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: Title:
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR -- DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
Fax Number: [phone]
https:llpiratemail. ecu. edulowa/WebReadyViewBody.aspx?t=att&id=RgAAAADZxpsLQax... 7/8/2009

Murphy -Brown, LLC
Grower(s):
Farm Name:
Farm Ca
7/9/2009
NUTRIENT UTILIZATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Allen Cannady
Cannady Nursery 2 Facility 82-234
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 2600
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water andlor 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gavyr
Farrow to Feeder
4015 gallyr
gal/yr
Farrow to Finish
10585 gal/yr
gallyr
2600
Wean to Feeder
223 gal/yr
579,800 gaVyr
Feeder to Finish
986 gal/yr
gal/yr
Total 579,800 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Ca aci Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 Ibslyr
lbs/yr
2600
Wean to Feeder
0.48 lbs/yr
1,248 lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 1,248 lbs/yr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 4.35
Total N Required 1st Year: 1355.75
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 1,355.75
Total Nitrogen Produced by Farm: 1,248.00
Nitrogen Balance for Crops: (107.75)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue - Hay
1 Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 lbs N 1 bushel
50 lbs N 1 ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N 1 ton
0.12 lbs N 1 lbs lint
50 lbs N 1 ton
50 lbs N 1 ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N 1 acre
50 lbs N 1 acre
2.5 ibs N 1 cwt
2.4 lbs N / bushel
4.0 lbs N 1 bushel
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of a

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications P !animal Farm Tota r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
2600 Wean to Feeder 0.072 187.2
Feeder to Finish 0.36
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 nutrients or other elements. Your production facility will produce
approximately 187.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 936 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 3 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 7.488 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Mal

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soul Application Rate Application Amount
Tract Hydrant Type Crop inlhr * inches
T4579 Zones 4-8 GtC C 0.5 1
T4579 Zones 1-3 WaB C 0.6 1
6 of 8

Additional Comments:
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Cannady Nursery 2 Facility 82-234
Owner: Allen Cannady
Manager:
Owner/Manager Agreement:
1/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Itwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWO upon request.
Name of Facility Owr
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek _
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856 J
Warsaw, NC 28398
Signature:
Telephone: _ A910) 293-3434 _
Date
8of8

NUTRIENT 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 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq 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 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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 than 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
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.
2of3

NUTRIENT 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 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 soil 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 a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm
Owner:
Manager:
Owner/Manager Agreement:
Cannady Nursery 2 Facility 82-234
Alien Cannady
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
Name of Facility Owner:
Signature:
Allen Cannady
Name of Manager (if different from owner):
Signature:
Date
:S70.t/4 -rJ��� � CA,114..G c)
(A-��A -0�
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, ?O Drawer 856
Warsaw, NC 28398
TRkphone: [phone]
Signature:
Date
Date
8 of 8

NUTRIENT 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 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
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).
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.
+3 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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. Wastelnutrient 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 than 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
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.
2 of 3

NUTRIENT 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 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
23
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 soil 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.
maintained for a minimum of three years.
shall be maintained for a minimum of five
Poultry dry waste application records shall be
Waste application records for all other waste
years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Allen Cannady Farm 2
Address: 1730 Wright Bridge Rd.
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Numher (acres) Soil Tvne Slooe % Cron(s)
County: Sampson
Date: 9/3/2008
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
1
0.58
WaB
<5
Bermuda
0.6
1
2
0.58
WaB
<5
Bermuda
0.6
1
3
0.29
WaB
<5
Bermuda
0.6
1
4
0.58
GtC
<5
Bermuda
0.5
1
5
0.58
GtC
<5
Bermuda
0.5
1
6
0.58
GtC
<5
Bermuda
0.5
1
7
0.58
GtC
<5
Bermuda
0.5
1
8
0.58
GtC
<5
Bermuda
0.5
1
9
0.29
GtC
<5
Bermuda
0.5
1
4.64

V
Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Nelson 100 Gun
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Degree Diameter Along Between Rate Diameter Pressure Time
Hydrant of Oper. (feet) Pipelines Pipelines (in/ r} inches) at Gun(psi) at Hydrant hr.) Comments -Acres per zone

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of S rinkler m
115
Operating Pressure at Pump (psi)
62.6
Design Precipitation Rate inlhr
0.43
Hose Length feet
XXXXXXXX
Type of Speed Com ensation
XXXXXXXX
Pump Type PTO, Engine, Electric
Engine
Engine
Pump Power Requirement h
5.8
TABLE 5 - Thrust Block Specifications
4"
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.3
Dead End
3.0
Tee
2.1
Gate Valve
3.0
45 degree bend
2.3
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 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 applicable.
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. Manufacturers 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 particular site and
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.

Sheet6
Narrative of Irrigation System Operation
This system design is intended to convert an existing above ground big gun solid set system to a below
ground, buried PVC system. Riser locations are shown on the working map and will consist of a riser pipe
attached to a 4x4 post for stability. The Nelson 100 gun can be moved from riser to riser between application
events. The system will be powered by a 1 Ohp motor and Berkeley B1.5TPM pump.
In no case shall run times allow for greater than 1" application on a zone per event.
Startup, winterization, and R&M requirements of this sytem are very similar to the above ground system
currently being operated.

Sheet? (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
3/4 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
115 gpm
Wetted Diameter:
230 feet " Reflects a 10% reduction from chart
Sorinkler Soacinas
Desired Spacing (%): 60 %
Design Spacing(feet): 138 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 160 feet
Actual Spacing (%): 70 %
Application Rate
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate = 0.43 in/hr
Run Time per Set
Run time per set = Desired application / Design application rate = hours
Desired app. (in.) = 0.5 inches
Run time per set = 1.16 hours
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
# Sprinklers Oper.: 1
Velocity= 2.93 ft/sec_
Maximum Lateral Line Entrance Velocity
Pipe size: 4 inches
# Sprinklers Oper.: 1
Velocity = 2.93 ft/sec.
Page 1

Sheet? (2)
Maximum Mainline Friction Loss
Zone Used: 9
Total distance: 770 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.75 feet/100 feet
Max. Mainline Loss = 5.8 feet or 2.5 psi
Maximum Lateral Line Loss
Lateral line friction loss is determined using the assumption that 314 of the Friction Loss
occurs in the first 1/3 of the lateral line ,
Total Lateral Length:
360 feet
# sprinklers on Lat.:
1
Frict. Loss at 1/3 lat.
0.90 feet
Max_ Lateral Loss:
1.20 feet or
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Lateral Line Loss:
0.52 psi
Elevation head:
4.3 psi
Mainline loss:
2.5 psi
Suction head and lift:
2.3 psi
5% fitting loss:
3.0 psi
TOTAL(TDH) =
62.6 psi or
0.52 psi
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B1.5TPM
Pump Efficiency: 73 %
Horsepower Req'd: 5.8 Hp
144.6 feet
Page 2

Sheet? (2)
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
4"
Thrust: 3630 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.0 ft2
90 degree elbow: 4.3 ft2
Tee: 2.1 ft2
45 degree elbow: 2.3 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 62.6 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 22
NPSHR: 12 *from pump curve
If NPSHA>NPSHR, OK
Page 3

Sheet8
Farm
Acreage Calculation
Percent
_
Sprinkler
Acres per
Total Int.
Acres per
Total Ext.
Acres per
Total Sing.
Total
_
Hydrant
Coverage
# Int.
Int.Sprink.
Acres
# Ext.
Ext.S rink.
Acres
#Single
Sing.Sprk.
Acres
Acres
1
100
0
0.580
0.000
0
0.58
0.000
1
0.580
0.58
0.58
2
100
0
0.580
0.000
0
0.58
0.000
1
0.580
0.58
0.58
3
50
0
0.580
0.000
0
0.58
0.000
1
0.580
0.58
0.29
4
100
0
0.580
0.000
0
0.58
0.000
1
0.580
0.58
0.58
5
100
0
0.580
0.000
0
0.58
0.000
1.000
0.580
0.58
0.58
6
100
0
0.580
0.000
_
0
0.58
0.000
1.000
0.580
0.58
0.58
7
100
0
0.580
0.000
0
0.58
0.000
1.000
0.580
0.58
0.58
8
100
0
0.580
0.000
0
0.58
0.000
1.000
0.580
0.58
0.58
9
50
0
0.580
0.000
0
0.58
0.000
1.000
0.580
0.58
0.29
0
0
9
Total Acres =
4.64
Page 1

PANELSON 100 SERIES BIG GUN® PERFORMANCE- U.S. UNITS
100 TAPER BORE NOZZLE 1 OOT
10017- Specify size when ordering
Flow Path
0-50' 0.55" 0.60' 0.65' 0.70" 0.75' 0.80" 0.85' 0.90" 1.0'
9309-050 9309-055 9309.060 9309-065 9309-070 9309-075 9309-080 9309-085 9309-090 9309-100
PSI
GPM
orw- Fr.
GPM
NA, Fi
GPM Ds FT.
GPM an. rc
GPM
pLA. Fr.
GPM DIK FT.
GPM ou. Fr
GPM
ou_ Fr.
GPM
nu.. rr.
GPM
01A. FT.
40
47
191
57
202
66
213
78
222
91
230
103
240
118
250
134
256
152
262
-
-
50
50
205
64
215
74
225
B7
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
285
146
295
165
305
189
314
210
325
258
354
90
68
245
83
258
100
270
117
283
135
295
155
306
175
315
201
326
223
335
274
362
100
72
255
87
268
106
280
123
293
143
305
163
316
185
325
212
336
235
345
289
372
110
76
265
92
278
111
290
129
303
150
315
171
324
195
335
222
344
247
355
304
380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR = Body + Cap + 1 Taper Ring Body Taper Ring Cap
#9956-OOi #9257-iii #6745
Specify size when ordering
Ea vo
u)(D
h � Flaw Path
--------~
0.64' 0.68" 0.72' 0.76' 0.80" 0.84" 0.88" 0.92' 0.96"
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI
GPM
c u,. FE
GPM
mA. Fr.
GPM
nun Fr.
GPM
nu. Ft
GPM
— Fr
GPM
DA. Fr.
GPM
a+. n
GPM
DtX K.
GPM
DLk Fr
40
67
212
76
219
86
225
98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
271
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
89
249
101
259
114
268
130
277
146
286
165
295
180
300
200
309
219
320
BO
95
259
108
269
122
278
139
288
156
297
176
306
193
313
214
324
235
336
90
101
268
115
278
130
289
147
299
166
308
187
317
204
324
227
334
249
345
100
107
278
121
288
137
298
155
308
175
318
197
327
216
334
240
344
262
355
110
112
288
127
298
143
308 1
163
317
183
326
207
336
226
342 1
251
353
275
364
100 RING NOZZLE 1OOR
100R = Body + Cap + Set of 7 Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71' 0.77"
6738-071 6738-077
COMPONENTS:
Body Ring Cap
#9956-001 #6738,1?1 #71172
=Floes
0.81' 0.86" 0.89" �f 0.93' 0.96'
6738-081 6738-086 6738-089 6738.093 6738-096
PSI
GPM
— F1
GPM
aA, FT.
GPM
[MA FT.
GPM
DU -FL
GPM
M Fr.
GPM
NA. FT.
GPM
ow FT.
40
66
208
78
212
91
215
103
224
118
235
134
23B
152
242
50
74
220
88
225
100
230
715
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
8B
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
ill
265
127
275
145
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
1 173
310 1
201
315
224
325
100
105
270
124
280
142
295
162
305
182
320
212
325
236
335
110
110
275
130
290
l49
305
170
315
191
325
222
335
248
345
o;o...,_ — 6- .., 74:'� . Bp c e p..!a..+..". " �- 6—obt irwd u,d., kd.a ti j �jj ,. a,d � 6* s&—ly cRw� d � ti"d, aw. Md r . to —As— w tk.. �,. N.J_ Imp
C..P.a;", -A."....... �.:d . fig d .d•r _-N , ..,xa. k
Nelson Irrigatian Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel; 509325,7660 Fox: 509.525.7907 E-mail: nelson@nekoniruorn Web site: www.nelsonirrigotion.tom

20(
175
z
0
125
100
0
75
so
25
0 a
B E R K E L E Y P U M PS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE 1-2-M
PAGE 1.02
SUPERSEDES
All previously issued
4075.C.�,,-,�
C.-: U.1-W C. 1. P.mu- 1.01018 m.&N.I-D101a Nominal PLP.m. 3600
I.qmb.f: M.I. C.1- P.IL Me. SD7367 M.OL"S07367 DL,, 6} Full Based on Fresh Water 0 80' F.
m Maximum Working Pressure: 150 PSI : 30
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. .......
- - - -- - --- - -
... -
- -----.:............E............
......
......
..........
.....
..
...
....... . ...........
. ....
.......
I............ . ...........
. . . .. .
......
......
tit- LXa-.L 5­ ......
50%
..........
...... .........
.......
--
.......
......... ...
--58%
EFFICIENC�-
----------- - --- .......
..........
...... ...
..........
--
- .......
T
----- ----
.. .......... ..... .....
-7 .
... ..........
.......
...
T
- - - - - - - - - - - . . . . . . . .
4 y J-
7. ..........
�.7----
. . . . .
L
.......
; ... .... ..........
.
...
...
.
...... -------
..........
..........
..........
.... . ...
....... ...
...
.....
......
...........
. ... . ....
......
....
......
......
.........
I...................
.. T
L. .......
i ..... .... I ............
.... ..
. ............
.
. ......
...
..........
.. ........
fu ;dU J U 4 U �U BU 70 59 90 100 110 120
CAPACITY IN U.S. GALLONS PER MINUTE
T-3207 summ"" C-5035 0-a 3-1-72 Dom 7-30-85 monELB 1/12TPL
20 r.
W
z
10 -
b" Mgt&" C.I. PmL mo. 1-01018 M-JL N& 1-01018 Nominal &P.M, 3500
jlwc4ow: aa.t-w C.I. Part Na M07298 (7/8 U)uwk ),& See below Di. 6-9f 16' Based on Fresh Water 0 $01 F.
'I d S3240I ( is U) Maximum Working Pressure 150 PSI
7777T-77 =, , 30
.......... . .......
. ........ . ..........
.......... . . ...... . .... .....
q -
NPSHR ... ... 7 tii
20
...... .... 77
.. ........ ..... . . .. ...........
...... ..... ... . I-- ....... 14P.-
. ..........
HEtAD X
,1225 10
...... 6()q6 + ...... 71­'-� M07638 'IS34 . . ....... -' "L"' " ' - 238
65 70 ...........
&�qt]154 10- -HP) - - 65.
73% rn
200
z
7556
74% T
. .... ..... . ... ...
A- . ....
175!
Z ;6* Dia: J74 HP)
... ...... �',
95%. .. ... ..
150
o
M" Dia: 0 HP} -.4
K 1251—
T
0
--J .
------------- ------- ----------
...... - ----- ...... ------
.......... . ................ . .... -
..... ...... . ...... . ..... . ... ... .. ... ........ ... -1-- ....... .... ........ . .... ------------------------ ........
L. . . ............. -, "L .... ... ... ... ..... .......... - ....... .. ...................... ........... .... ..... .......... .... . . . ... .....
0 50 100 150 200 250

9
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. Most thrust blocks
will be concrete. Manufacturer's recommended thrust blocks at any
change in direction greater than 100. Figure 1,gives an example of
different arrangements for thrust blocs.
1
MINa
Figure ]. Example of different arrangements for thrust blocks.
-5-

0
Figure 2. Anchorage blocks
for in -line valves.
Table 1 is the forces
encountered
at end plugs. to
calculate
forces encountered at bends,
tees and
wyes, multiply the
figure in
Table 1 by the factors given
in Table
2.
Table
1. Thrust
W at End
Plugs
Thrust in
lbs. for test pressure in psi
Pipe Diameter
100 PSI
150 PSI
200'PSI
250 PSI
(inches)
-
12
295
440
590
740
2
455
680
910
11.40
231
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490—
9740
13,0GO
16,200
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
66,400
M

I
0
Gallons
Per Min.
150
160
170
180
190
200
220
240
260
280
300
320
340
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
1500
1600
1700
1800
1900
2000
FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
`
4-Inch 5-Inch 6-Inch 8-inch 10-Inch
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
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
1% 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:
F
1.00
.91
I
E00PS,
84
.785I
.75I
.71
.34
.09
.40
'10
.46
.12
.54
.14
.61
.17
.69
.19
.77
.21
.86
.24
95
.26
1.04
.28
1.14
.31
1.25
.34
1.35
.37
1.46
.41
1.58
.43
1.89
.52
2.22
.61
2.58
.71
2.96
.$1
3.36
.93
3.78
1.04
4.24
1.17
4.71
1.30
5.21
1.44
5.73
1.58
1.73
1.88
2.05
2.21
2.39
2.57
2.76
2.95
3.16
3.35
.10
.10
.12
.14
.15
.18
.21
.24
.28
.32
.36
.40
.44
.49
.54
.59
.65
.70
.76
.82
.88
.95
1.01
1.08
1.15
1.30
1.45
1.62
1.79
1.97
12-Inch
.060
.083
.096
.110
.125
.141
.158
.475
.194
_213
.233
.254
:276
.298
.322
.346
.371
.397
.423
.451
.508
568
632
698
767
840
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities Which exceed 5 feel per second are not recommended.

Diamond ASTM D-2241
iPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
o-D.
C
Size
Gasket Race
Socket Depth
2
3.166
4.500
21/z
3.719
6.000
3
4.434
6.000
4
5,603
5-000
6
8.252
6.250
6
10.420
6.500
10
12.762
7,500
12
14.952
7.500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
-
0-1785
SOR-13 5 SDA-21 SDR 26
SDR-32 5 SDR.. i
S.re C.0
SCn &0
315 PSI 200 PSt t60 PSI
175 PSI 10DPSI
vr" .640
.109
.062
I!. " 1.050
.113
060
1 1.315
133
.063
" 1.660
.140
-079 064
056
1.9o0
145
090 073
055
2 ' 2.375
.154
113 091
073
2':," 2.875
203
137 110
088
3 "' 3-500
-216
167 135
108
4 4.50o
.237
214 173
136 .110
5 5-563
.258
265 214
171 .136
6 6.625
.260
316 255
204 .162
8 8.625
.322
410 332
265 .210
10 " 10.750
.365
511 413
331 .262
12750
406
606 490
392 .311
lrnond's IPS Pressure -Rated PVC; Pipe coupler
wets the requirements of ASTM D-3139.
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents ftshmouthing-
2. Chevron seat 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 6 -• i
"'AK
I, yea O.aa
T,�. �` µ
�^ A _ aeu t.o. j l o.a.
Pipe
A
B
D
Size
Inscn
Socket
Diameter
-"
3
4 IP_
3 1/8
3-
4
5 114
4 7116
4-
4 1 /?
5 11?
5 1 /21
6-
5
6
7 13116
8-
5 1P?
6 718
10 118
to-
5 314
7 1I'
I' II_
12-
6
8 IN
14 11116
Short Form
S1)ccificrltion far Diamond
I'VC Irrigation Pipe
ASTR4-D224I-SDR4I,32.5,26,or2I
Diamond PVC lrrigaliou Pipe shall be madc of
compounds conforming to ASTM D 17E4 wish a
cc)] classification classification of 12454B. Dianiond PVC
Irrigation Pipe must meet all the dinicn51onal.
chemical, and physic3E rcquiremcnts as outlined
in ASTM D2241,-Anncz. Ah1SUASAE: S376,1,
wid SCS 430-DD, and will be supl�licd in 7[1 Gu11
laying lengths.
InQUI10 rot 8vaslabitity
.;.vlew.tr. �Flk=,Fd t
IN

ICTION .LOSS . IN ALUMINUM F FCC PIP
FR _
P.S.I. FRIC7IOX LOSS PER 100 FIT
E:;P.s:,.I. FRICTIOX LOSSPER 100 FEET pµC IRRI6pTIOX PIPE
}IS IRRI6l��IO)i Fief lf! CIRIFLERS 5 6 8
INS. I.0 . 2 3 --
_ S11L1 10 0.1
6kt/ 10 0.1 - - - mix. 20 0.4 0.1-
gIN. 20 0.5 0.1 - - " " _ _ _ 30 O.A 0.1-
30 1.1 0.2 - - 4.0 1.4 0.1 - -
44 1.4 0.3 0,.1 50 2.1 0.3 0.1 - -
50 -7.9 0.4 0.1 - " 60 2.9 0.4 0.1
60 4.1 O.b 0.1 - - - " " 70 3.9 0.5 0.1 _
70 5.4 0.B 0.2 0.1 80 5.O 0.7 0.2 0.1 /0 1`1.
80 - - 1.0 0.2 0'.1 - - _ _ 90 - - 0.9 0.2 0.1
94 - - 1.2 0.3 1.1 - " _ 100 - - 1.0 0.3 0.1
140 - - 1.5 0.4_ 0.1 110 - - 1.2 0.3 0.1 _ -
110 - - 1.7 0.4, 0.1 1 - - 1.5 0.4 0.1
120 - - 2.0 0.5 0.2 0.1 - I30 - - 1.7 0.4 0.1 0.1 - -
130 - - 2.4 0.6 0.2 0.1 - - 140 _ _ 1.9 0,5 0.2 0.1 -
140 - - 2.7 0.7 0.2 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 _ -
164 - - 3.5 0.9 0.3 0.1 - 170 - - 2.8 0.7 0.2 0.1 170 - 3.9 " 0 0.3 0.1 _ _ 1B0 - - 3,I 0.8 0.3 0.1 - -
-
1B0 - - 4.3 1.1 0.4 0.1 - _ I90 - - 3.4 '0.0 0.3 0.1
150 - - 4.- 1.2 0.4 . 0.2 " ' 20d - - 3.7 0.4 0.3 0"
5.3 1.3 0.4 0.2 - 210 - - 4.1 " 0 O.3 O.1
210 - - - - 1.4 0:- 5 0.2 - 220 - 4.5 1.1 0.4 -0.2-
220 - - - - 1.5 0.5 0.2 0.1 230 _ _ 4,4 1.2 0.4 0.2 -
230 - - - - 1.7 0.6 0.2 0.1 240 _ _ 5.3 1.3 0.4 0.2 - -
240 - - - - 1.8 0.6 0.3 0.1 250 _ _ - - 1.4 0.5 0.2 - -
250 - - - - 1.0 0.7 0.3 0.1 260 _ - - 1.5 0.5 0.2 0.1
2b0 - - - - 2.1 0.7 0.3 0.1 270 - - - 1.6 0.5 0.2 0.1
270 - - - - 2.3 4.8 '0.3 0.1 - - - - 1.l O.b 0.2 O A .
28Q _ _ - - 2.4 0.8 0.3 0.1 2?o _ _ - - 1.8 - 0.6 0.3 0.1
290 - - - - 2.6 .0.9 0.4 0.1 _ _ _ _ 2.0 0.7 0.3 0.1
300
304 _ - 2.7 0.9 0.4 0.1 310 - - - - 2.F 0.7 0.3 0.1
310 - - - - 2.9 1.0 0.4 0.1 NO _ _ - - 2.2 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 330 _ _ _ - 2.3 0.8 0.3 0.1
D - - - - 3.3 1.1 0.5 0.1 340 _ _ - - 2.5 0.8 0.5 0.1
33
no 1.5 1.2 0.5 0.1' 340 _ _ _ _ 2.b. 0.9 0.4 0.1
no 1.2 0.5 0.1 350 -r 0.7 0.4 0.1
360 _ _ _ _ 3.8 1.3 0.5 0.1 370 - _ _ - 2.9 1.0 0.4 0.1
370 - - - - 4.0•-.1.4 O.b 0.1 380 _ _ - - 3.0 1.0 0.4 0.1
MO _ _ - - 4.2 1.4 O.b 0.1 390 _ _ _ _ 3.2 1.1 0.4 0.1
390 - - - - 4.5 1.5 O.b 0.2 3.3 1.1 0.5 0.1
400 - - - - 4.7 1.6 0.b 0.2 420 _ _ _ _ 3.6 1.2 0.5 0.1
420 - - - - 5.1 1.7, 0.7 0.2 440 _ _ _ - 4.0 1.3 0.6 0.1
1.9 0.8 0.2 4b0 _ _ _ _ 4.3 1.5 0.6 0.1
460 - - - - - - 2.0 0.8 0.2 4$0 - - - - 4.7 l.b 0.6 0.2
480 - 2.2 0.9 0.7 _ 5.0 1.7 0.7 0.7
500 - -. - - _ - 2.4 1.0 0.2 504 - -

Field Calibration Procedures
for Animal Wastewater Application Equipment
STATIONARY
SPRINKLER
IRRIGATION SYSTEM
North Carolina- Cooperative
Extension Service
North Carolina Stote University

Field Calibration Procedures
for Animal Wastewater Application Equipment
outer perimeter. When operated at the design pres-
sure, this overlap results in acceptable application
uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity.
For example, if the pressure is too low, the application
depth will be several times higher near the center of
sprinkler and water will not be thrown as far from the
sprinkler as indicated in manufacturers' charts. Even
through the average application depth may be accept-
able, some areas receive excessively high application
while others receive no application at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity. Many types of containers can be used to
collect flow and determine the application unifor-
mity. Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used,
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation ). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour. On cool, cloudy days the calibration
klers is a square spacing where the distance between
sprinklers is the same as the spacing between laterals.
The spacing between sprinklers and laterals is nor-
mally between 50 to 65 percent of the sprinkler
wetted diameter specified by the manufacturer.
Collection gauges should be placed one-fourth
the lateral line length from the main and no further
apart than one-fourth the wetted sprinkler radius or
effective sprinkler spacing. (For example, if the
effective spacing is 80 feet, spacing between gauges
should be no more than 20 feet).
The grid pattern and number of gauges required
to complete the calibration depends on the pattern
of operating the irrigation system. The size of the
calibration area should be no less than the "effective"
area of one sprinkler. When sprinklers are arranged in
a rectangular or square pattern with proper overlap,
an "effective area" receives flow from four sprinklers.
Thus, a minimum of four sprinklers should be
included in the calibration.
The reliability of the calibration generally im-
proves as more sprinklers are included in the calibra-
tion area. If all sprinklers contributing flow to the
calibration area are functioning correctly, it is neces-
sary to include only the minimum number of
sprinklers as described in the preceding paragraph.
But, a malfunctioning sprinkler can greatly influence
the calibration results. Its effect on the calibration
depends on the calibration setup and number of
sprinklers being calibrated, the malfunctioning
sprinkler's position within the calibration area, the
direction of the prevailing wind, and the nature of
the malfunction. For these reasons, it is extremely
important to observe the performance of every
sprinkler contributing to the calibration while the
calibration is being performed and to record any
obvious performance irregularities. The more sprin-
klers that can be included in the calibration, the
more representative the calibration results will be of
the entire field and the less influence one malfunc-
can be performed any time when wind velocity is less tioning sprinkler will have on the calibration results.
than 5 miles per hour.
General Guidelines for Stationary
Sprinklers
Rain gauges or other collection containers should be
spaced in a grid pattern fully enclosing the "effective"
wetted area defined by the sprinkler spacing. The
most common spacing pattern for stationary sprin-
The volume (depth) collected during calibration
should be read as soon as a zone or sprinkler is shut
off to minimize evaporation from the rain gauge.
Where a procedure must be performed more than
once, (Setups 3, 4, or 5 described below) containers
should be read and values recorded immediately after
each different set up.
Operating patterns affect collection container
layout and calibration procedures and results. Typical
E
0

u-
_t"
LA V U
patterns for stationary
sprinklers include:
1. Square sprinkler spacing
Li �']I
operated as a block (two or
more adjacent laterals
operating at the same time)
Figure 1 or Figure 2.
The calibration area may a L2
be positioned or centered —`- S21
between the two laterals M
as shown in either Figure 1
or Figure 2. Four sprinklers
contribute flow to the L3
calibration area in the setup
S31
shown in Figure 1, while six Calibration area I
sprinklers contribute for the lateral length fro
setup shown in Figure 2. If
all sprinklers are function-
ing properly, similar results
would be obtained with
either setup.
In case 1, with no wind
effects, all four sprinklers
should contribute equal
flow to the calibration area
(provided all sprinklers are
functioning properly). If L1 511
one of the four sprinklers is
functioning improperly, the
calibration results are not
biased by its position within
the calibration area. L2
In case 2, six sprinklers
contribute flow to the S21
calibration area, but their
contribution is not equal.
Sprinklers S,3 and S23 L3
contribute much more flow
to the calibration area than S31
Sprinklers S12 S14 S22 or S24. Calibration ar
(The first number refers to lateral lengt
the lateral number and the
second number refers to the
sprinkler number along the
lateral.) The setup shown in
Figure 2 provides the advantage of more sprinklers
contributing to the calibration, but the disadvantage
of the results potentially being biased by sprinklers S„
and S�3 if they are malfunctioning.
STATIONARY SPRINKLER
IRRIGATION SYSTEM
16
Catch
S12 i 1,/S13 I 1 5141 1 5.15
122 1 523 524 ` 1 52Lateral
Catch can spacing Calibration area
S32 S33 S34 535
ocated Y4 � Sprinkler
m main Lateral line I spacing
calibration area = Sprinkler spacing x Lateral spacing
Figure 1. Layout of collection containers for calibration of a stationary sprinkler
system operated in a block design. In setup shown, four sprinklers contribute to
the calibration.
16
Catch cans
S12 f A S13 ( { S14 f 1 515
S22 �) 1523 I S24 525
Lateral
Catch can spacing Calibration area
532 S33 S34 S35
ea located'/, Sprinkler
h from main Lateral line - spacing
Figure 2. Collection container layout for calibration of a stationary sprinkler system
operated in a block design. In setup shown, six sprinklers contribute to the
calibration.
For a square sprinkler spacing with collection
gauges set at one-fourth the distance of the sprinkler
i spacing, the minimum number of collection gauges
required to perform the calibration is 16. Step-by-step
O

Field Calibration Procedures
for Animal Wastewater Application Equipment
procedures for this pattern
32 Catch cans
are presented in the Case I
511 Lateral A 512 S13 S14 S15
example on page 6.
2. One lateral operating at
:..'0.. .
a time with standard
overlap from adjacent
3'Q'.1:1 "O1
laterals — collection -`
S21
Lateral B
522 40 : 052 2`0:16
524
S25
containers must be placed
'013
an each side of the lateral,
Figure 3, which requires
���O ,- p7 0 spacing I
Right"had`
twice as many collectors
°
30. � 015
(minimum 32),
S31 S32 40 -80$3jP12 0;16 S34 535
A second alternative is
to perform the procedure
Calibration area located Y,
I
Sprinkler �J
twice, once on each side of
lateral length from main
spacing
the lateral using 16 contain-
ers at a time, Figure 4. When
selecting this alternative,
Figure 3. Collection container layout for calibration of a stationary sprinkler system
pay attention to changes in
with one lateral operating at a time. For setup shown, both sides of lateral are
operating conditions, such
calibrated in one operation.
as change in wind speed or
direction, that could result
in variability.
In either alternative,
the amounts collected must
be combined to account for
S11 Lateral A
512
S13
514
515
overlap. Step-by-step
i Q
Ci :.`i
9`' 013
procedures for this calibra-
tion pattern are presented
z p - 30 014
in the Case 11 example on
3.0-:
page B. c
Lateral B RO $A fl16
r _`t312y
3. One lateral operating
S21 522 523 524 525
with no overlap between i
Lateral
laterals — typical case when
16 Catch cans spacing
large gun -type sprinklers are
operated in narrow fields,
S31 Lateral C 532 S33 S34 535
v
Figure 5.
Calibration procedure is
Calibration located'/a
area
�I
Sprinkler
similar to procedure in #2
lateral length from main Lateral line spacing
except outer edges do not
receive overlap and must be
excluded from the effective
Figure 4. Collection container layout for calibration of a stationary sprinkler system
area calculations. Collection
with one lateral operated at a time. For the setup shown, the procedure must be
gauges may be centered
performed twice, once for lateral A, once for lateral B.
about one sprinkler or
positioned between two adjacent sprinklers. between 50 to 65 percent of the wetted diameter of
One of two approaches can
be used to perform the sprinkler (often 60 percent is used). The first
®
this calibration. A general rule in
irrigation design is calibration approach accepts this design guideline
to assume that the width of the effective area is that the effective width of the lateral is 60 percent of
O

d
c
I
Field ditch
Figure 5. Collection container layout to calibrate a single lateral line with no overlap
from adjacent lateral. Either setup shown (lateral A or lateral B) may be used.
16 Catch Field ditch
cans
Qr3 �—^A
Gun 1 Gun 2 .. yY Gun 3 Gun 4
Effective width
�.: ; {,•. - .>� y41:
60% of
12
wetted diameter
1/4 Lateral length Gun
from main spacing
Figure 6. Collection container layout to calibrate a stationary gun system when each
gun Is operated separately (not head to head).
the wetted diameter of one sprinkler. Sixteen gauges
are set out as shown in Figure 5 (Lateral A) (8 gauges
on each side of the lateral) with all 16 gauges posi-
tioned within the effective sprinkler width. The outer
edges are ignored at the onset of the calibration. Flow
from all sprinklers is summed then averaged to
STATIONARY SPRINKLER
IRRIGATION SYSTEM
compute the average
application depth for the
effective area.
For the second alterna-
tive, the entire width of
the field is included in the
calibration as shown in
Figure 5 (Lateral $). At least
16 gauges should be set
out on each side of the
lateral. The calibration can
be performed ail at once
(both sides of the lateral
which requires 32 gauges)
or the procedure can be
performed twice, once on
each side of the lateral
using 16 gauges at a time.
The "non -zero" volumes
collected are averaged to
get a "preliminary" average
application depth for the
wetted area. Next, the
average application depth
for each row of gauges is
computed (rows are
assumed to be oriented
parallel to the lateral)- In
this computation, zero
values are included. Those
rows whose row average is
less than one-half the
average from the entire
wetted area are then
excluded and assumed to
fall outside the effective
area. The effective width is
the distance from the
lateral line to the furthest
row from the lateral that is
retained. Step-by-step
procedures for this method
are given in the Case III
example on page 9.
4. Big gun sprinkler operating individually, Figure 6.
Procedure must be repeated for each gun sprinkler or
Sprinkler position (hydrant) contributing to the
effective area being calibrated. This operating situa-
tion results where one or two guns or big sprinklers
are moved from hydrant to hydrant throughout the
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
field. Since stationary big guns should not be oper-
ated "head to head." (two or more sprinklers throw-
ing water on the same area simultaneously); the
procedure must be repeated several times.
Collection gauges may be centered about one gun
sprinkler. This setup requires that the procedure be
performed three times, once while Gun 2 operates,
again when Gun 3 operates, and a thud time when
Gun 4 operates. Collection gauges may also be
centered between Gun 2 and 3 or Guns 3 and 4 as
shown in Figure 6. (Actual location depends on the
length of the lateral). In this setup, the procedure
would be performed twice since only two guns or
gun locations contribute to the calibration.
CASE I. Block Pattern with 2 or more laterals operating simultaneously
(Scenarios shown in Figures 1 and 2)
1. Determine the effective sprinkler area. (Area defined by sprinkler spacing along a lateral multiplied by the
spacing between laterals. (Example: 80 feet by 80 feet are typical for a solid set wastewater system). The
effective sprinkler area is the minimum area to be included in the calibration area. Note: The calibration
area can be more than the effective area of one sprinkler.
2. Determine the necessary spacing between collection gauges (1 /4 the sprinkler spacing). For an effective
sprinkler spacing of 80 feet, the rain gauge spacing should not exceed 20 feet (80 ft / 4 = 20 ft). Gauges
closest to the sprinklers should be placed a distance of 112 the gauge spacing from the sprinkler. For a
gauge spacing of 20 feet, the first row of gauges should be 10 feet from the lateral line or sprinklers.
3. Determine the number of gauges required. (Minimum number is 16.)
Number of gauges =
Calibration area (ft�
Gauge area (ft)
Example: Calibration area = 80'ft x'80 ft=-6400 ft'
Gauge;area; 20 ft x:20 ft =`4D0 ftz
11)
E-)
u

ti as positrve:symbof,for absp(k t'
per 2 as an abso ue.valuer It e``Q'r
standings, it is not used w'i�ffi r�rji�_ a .
used in formulas in the text E£`*
Deviation depth - Depth collected in9a
refers to the gaugpumbgr
STATIONARY SPRINKLER
IRRIGATION SYSTEM
a tk
�A�
�,C�ZjtEar��y�rga�
�lzoyj can Lead to {
blicatioap. The
' ii `7yu� � " i h•
AYPTM eWatton cte ltfi' _
��'.
10.The precipifflion rate (inches/hour) is computed by dividing the ,ivera(3e ippication depth (tne � tic r>
application time (hours)
a 't Average application depth (inch)
Prec ipitati(n rate __ -- tic s .'q't,` r ''v6 � fi r.✓,, Lta
Application time (hours)
yyY(
11. Determine the application uniformity. The application uniformity is often computed using
mathctliatied l furn�rrld rc (erred to as the Chnstiansen Un
iformity Coefficient It is computed as followS�
. ;
t: i... (
AVE'fdge depth (<ttr ) ltu7a(te devlatll�il (� r`J) V
00
AverLi C (1C'?th V%
,:
ILL
L
r l.:lnterpret the calibration results. The hiyhcr tt 1e inc:f"X v,3 1 i. >, the more witmoi the �ipplira_ioii. A; i f i i e x
of 100 would m,,,m tli,it. the unilormity is pc'rit,ct — that tilt", ( xa(t s,wW an r rntv,.is Col i tcd ('Ver 15`
gauge. s
An appli(rn.fornu;,; ciie„I(r th,;ri I5 r t(ilL, it fnr spr riklers.
Application uniformity hetween 50 to 75 is in the "good" ral,(y, �md is _iccei `.able for wastew�Iter
application.
Generally, an application uniformity (below 50 is not acceptable for wastewater irrigation with stationary
sprinklers. If the computed U, is less than 50, system adjustments are rcquired. Contact Your irrigation
dealer or Certified Technical Specialist for assistance:
O

Field Calibration Procedures
for Animal Wastewater Application Equipment
CAST_ 11. Single lateral operated at one tirpe.but recejves overlap froth adjacent laterals.
(Scenarios shon,InlguCes aid 4�
pit
inn, '.� �,� f'Deter
1. Deterrialre th:;eep17�ir�✓Le�{ (ateralpatiig time§'sprinkler spacing along lateral) y„q
2 Determine the nece wiry spac("r, llection gauges. (Lateral spacing divided by 4) Gau"des
,'� .closest to the spnnk�Qrs shanld be placed"a distance of one-half the gauge spacing from the sprinkler �
6 : 3. Determine the number of cauge5 required
Minimum n�>raefs ��� the procedure in one setup, Figure 3; or
U tone side of lateral calibrated at me requires 16 gauges, procedure performed twice, first
operating Lateral A (Figure4) then repeated without moving gauges and operating Lateral B Ex
4, The aniountcollected'on one "side of the lateral must be added totheamount, collected frgm res .e!tive
positiolas on the othe�:�ic�flateral. This is necessary to account foroverlap from adj'acealt�latefals.
Therefore, collectfor°t is tage; s, oil e labeled to indicate their res ectwe osltions, such as left or right of
P" p
the lateral.
y
5. Set out gauges in a rectangular,pattern as shown in Figures 3 or 4, equally spaced at the distance
determined in item 2.
6. Operate the systern for normal operating time for a full cycle. Record the time of operation (duration p
hours).
7. Immediately_ record the amounts collected in each gauge. (Refer to Work Sheet No. 2 for an example). If'
only one side of the lateral is calibrated at a time, after recording collection amounts, empty and move the
�r collection containers to the other side and repeat steps 5 through 7 for exactly the same time duration as
recorded in item
8. Collection amounts from pairs of cans Should be added to simulate overlap. Contents should be combtnedi
from one side of the lateral to tho other sidw (; ;s shown in Figure 3: Referring to Figure 3, coca
combined to R1 Lt to R2; H to U, [A to R-1, L5 to RS n and so o. ' g
''
l
9. Add the amounts from ail containers .and divide by ih(I number of gauges on one side of the lafer,d, Th . s i s w
the average application depth (inches}.
Suns amounts collected in all gauges f H� "r
Average applicaiinn depth
Number Of gauges on one side of Literal
10. Calculate the deviation depth for each gauge. I he deviation depth is the difference betw'eerl combined"
depth for each position (valries computed in :-8) afid the average application depth (,M. Record the
absolute value of each deviation depth. Ah'Iolute value means the sign of the number (ne(lative sign) is
irnl>ped �,nd ail values .fre treatrd as 1, ,>"ki�.e. The sv mbol for absolute va!rie is a th n ,traignt litre.
I ition .:rrp(h I,tn collected at position average application depth 43351
"i " er_� ttn�� a nfyF' posit cn "vithin the effective calibration area
jj­
11. Add afYwuiits in :f10 to get "ruin of the deviations" from the average depth and divide by the iminber of
crurges (numbr�r of gauges on one side of lateral) to get the average deviation depth.
Sum of deviations (add amounts computed in #10) 3�q
Av� agr dt"Viation depth — --- - — — "
Number of gauges on one side of lateral
0
8

G.
STATIONARY SPRINKLER
IRRIGATION SYSTEM
CASE II. ((ontutuecJ
12, Determine the appiicat%'t
mathematical fbrniula ref
100 would mean
An application uniformity greater than 75 is e
ApplicatiQYf tl iforrnity between 50 to 75 is in
application.
"Generally, an applF at
U is less than 50, sy§
,Specialist for assfstanc
y�rh
WIP
CASE III. Single Lateral or Gun Sprinkler without overlap from adjacent laterals.
(Scenarios shown in Figures 5 or 6)
1. Determine the wetteddiameter of a sprinkler or field width.
2. Determine the necessary spacing between collection gauges. The spacing in the direction ak-)ng the lateral
should be one-fourth the effective sprinkler spacing. The gauge spacing perpendicular to the laterol'shOUld
be 118 th(, wetted diameter or width of ttie field.
effective sprinkler spacing in feet
Spacing between collection gaii(jes parallel to iiterai-
1
Sprinkler .rOted di,)metF r in feet
Spacing between collection gauges perpendicular to latcra{ — - —
8 _
3. Determine the nurrher of gauges required.
j Mininnna� numb(-r is 32 to perform the pr«eedure in one getup Toth sides of lateral at the
same time).
1 Cane side of lateral calibrated at a tinie requires 16 gauges, procedure perfornncd tv,:c e, (mce or,,
e,3c h side of the 1,11eral.
+. "'It t�ut y;,r,•10S it .A f0� I'll iuiar 1"id pat',( rn IS shown in Figure 5, spaced at -the distances determined, in
lci,i?. Be t(� ibel gauges by rows 0o ws should be oriented pxal!el to acid outward from the lateral
4,
iiic') ItiE first row of cjauges should be located 1/2 the gauge spscing from the lateral.
5. Operate the system for_nonnal operating time for a full cycle. Record the tithe of operation (duration in
hours}.,
sd'S����43t�d4^'�k��.`�'�a, �.i•a''!4�3i.�.����,--.2'� �£Ss�t'�.��`v. '�4: .:�'3! Ai .•.t^4��]kir. !h`-'6 �C PL � � x�`�'r- .c�y,��`��t u,tx x3�+ E�... x'�,C,r.
11

Field Calibration Procedures
for Animal Wastewater Application Equipment
>2 Y p 4 k y � tt>V
fix; i1 7 `3iL .FF-�i t
Red e t � a ou �oflected in ea gauge. (Refer to Work 3F%eet No. 3 for an -example . If
t"1` a �8 dux W )i hated at a time, after recording collection amounts, empty A. n move the
�x I ffiiq R*g arrlet tct .fie ot�er.3I and repeat steps 4 through 6 for exactly th©same tirr�e duration as
R t
ts collected and divide by the number ofgauges with a non -zero amount. This
fir, ;
%6 application depth (inches) withi°i the "wetted" calibration area,
���rkt, Sum of Lion ZP,rO amounts COIIeCted i
..�e ge�llcatlon depth
Number Of non -Zero gauges cLy
8 Deter. 4- a average application depth by rows. Include zero catches in the row computaygns.
i�',r,',Srd-,'s'1 Si j$yM '.y
frorn all gauge Qn
`r „; y, '� 7 t 't �'� ,hum of collection amounts the row
r.� apPlrcatrorj'depth -
Number of row rlauges
9.Y Idenffr5d`delete those rows whoSe`average application depth (#8) is less than one-half the preliminary
average application depth (#7)
10. Determine the effective application width. The boundary is defined as the distance from the lateral to the ,-
la,,t row furthest from the lateral that is retained.
�W11 Determine the average application depth within the effective area Add amounts from all gauges in rows
x ;within the effective width (Rows retained in #9 and
� * - Sum of a: ' unts collected in roVJs within effective width'
o re- e average application dr pth - -- — —
Number of gaugeswithin the effective width
i ,12. Calculate the deviation depth for each gauge. The deviation depth is the difference collected in each
usable gauge and the.average application depth (411). Record the absolute value of each deviation depth.
Absolute Value means the sign of the number (negative sign) is dropped aildall values are treated as
Positive. The symbol for absolute value is a ih;n str,iight lme.
Deviation dr.pth = Depth collected A positimi average application depth (:-i 1)
"i" refers to the gauge position within 01,E off. rtwe calibration area
13.Add amorists in -'12 to get "sung of the deviations" from the average deptri and div��ie bl the nun�be
of gauges
Sum of deviations (add amounts computed in 4,1�)
AveF-I-1e de,. ation depth --
Number of gauges within the effective width
14. Determine the application uniformity: The application uniformity is often computed using we
matheiiiatical formulareferred to as the Christiansen Uniformity Coeffick nt. It is computed .;1s fol
ap Avera�lr� picauon depti%(#1 l) average dfwiauon (r#14)
Ar-me depth (41 1 }
v, s:
e
e
9

0
STATIONARY SPRINKLER
IRRIGATION SYSTEM
CASE III. (confinued)
15.Interpret the,calibration results. The higher the index value, the more uniform the application. An index of
100 would mean thatthe uniformity is perfect — the exact amount was collected in every gauge.
An application uniformity greater than 75 is excellent for stationary sprinklers.
Application uniformity between 50 to 75 is in the ''good" range and is acceptable for wastewater
application.
Generally, an apo.Uqtion uniformity below 50 is not acceptable for wastewater irrigation. If the computed
U� is less than S& System"adjustments are required. Contact your irrigation dealer or Certified Technical
Specialist for assistance.
WORK S H E E T 1. Example calibration data for a stationarysprinkler_system operated in -a block
pattern. (Setup as shown in Figure
y } «
... .. ... - 'r; F( r �, . r s+iha 5 -' 4' 1 `SfF'X3'JZ% 7�`�bt'i�,X L'�} {e a't+•`',�.�.(f�
a., Effective sprinkler area: 80 ft by 80 ft= 6400 ftz
b. Spacing between collection containers (spacing 80 (ft)%4) = 20 ft
c calibration area (ft� 6400 ft'
Number of gauges— = 16
effective gauge area (ft� 20 ft x 20 ft
d. Start of Irrigation event 7:15 a.m
ra�wr + i `y k tf q r
!r a7 kfb ri :fit �y CV.
d
e. End of Irrigation event 9:30 a.m
f. Duration (e-d) 2.25 hours
;Z7`
g. Operate the system and collect data.
; Volume Deviation from' Volume Deviation from w:
'.` Gauge No. Collected Average* Gauge No. Collected Average*
(inches) (absolute value) (inches) (absolute value)
S7 .005 9 .51 065
r 69 .115 10 .26 .315
3 83 255 11 .36 .215
A3
i 65 075 12 .52 .055
5 61 035 13 .79 .215.
�s h .38 .195 14 .65 .075
27 305 15 61 .035
8 64 0F,5 16 ,86 .285
# Rr ' td v }l(1 %r r (l' t,r . UC SU ci .Qh,es ore treated us positive.
9

w
Field Calibration Procedures
for Animal Wastewater Appfication Equipment
-h:.,S m>pf Vb.Idt a col1e' ctted in-a!I catches 93D inches
� 9 ra it Ircatio d ih Ic 9 2 16 576 nches
�`'�¢
a
-
0
A Y 4
575 )nches
preciptt�t�on rate17=A261nthes/Hour
t'
:{ 2 5 hour)
ic. Sum oi�alr deviationsm the average depth
t
Average deviation from aYerage depth (ic/c) . PI `q 4
r t
m `i1n�#oJ`'mity co"e#Ficien#.
'
k� �i.7%6
+I1�tefpret [�es�lts �gef�iciertt Is�n the good range; SQ �o adj�istments are Necessary
"tJnifotrmt�i
q()

= z —;. A.,
uj
LU
, J.:
Lol)
z
0 2
i4l
Mllw
Ch'�
R.1
Lm-
00
04
t WIN SX,
IN,
'n M'
WP vij
..... .....
................

Field Calibration Procedures
for Animal Wastewater Application Equipment
WO R K S HE ET 3. Example calibration data for a stationary sprinkler system, one lateral !. x
operated at a tjme, no overlap from adjacent laterals (Setup as.shown,in-Ficgure 5, lateral B.)e.
o
a, Determine the wetted diameter of a sprinkler.
From Manufacturers literature, wetted diameter is 160 feet, sprinkler pacing along lateral is
b. Determine the necessary spacing between collection gauges
L � ,_r r tr ,��•.
sprinkler spacing 100 jfeetl }YY
parallel to lateral
- - l �
4 4 feet r }
K
sprinkler wetted diameter 160 feet
perpendicular to lateral
- - �T.`;Yr;i
Will calibrate both sides of lateral apt
First row of gauges should be located a
if the gauge spacing is 20 feet, first'ro
Start of irrigation event 7:15
A�L�
End of irrigation event 9:30 a.m.
Duration (e-d) 2.25 hours .
istance of 112 the gauge spacing from the lateral line,. i
of gauges Should be 10 feet from the lateral.
Operate the system and collect
Add the non zero amounts collecteand divide 6y the` number of gauges with a non -zero -amount. J
the average application depth (inches) within the "v,etted" calibration area
Sum of non zero catches in column 3 = 12.59 inches k)�
Number of gauges with non -zero catch - 28 gauges
12.59 inches
Average catch all non -zero gauges = -- ---- - 0.45 inches
28 gauges
Determine the average application depth by rows. Include zero catches in the row computations.
Row averages are shown in column 4.
Identify and delete those rows whose werage application depth (4i) is less th.:n one h,ilf t!ac ivk�r:ige
application depth
Application depth of Row L4 is 0.05 inches and Row R:4 is 0.04 inches so discard rose- 4 values on f3gt s'
(left and right) of lateral.
k. Determine the effective application widt
1,
Row 3 is last usahle row and is'ocated 50 feet from lateral (column 3). Therefore, effective width is"'?
.>
feet on each s i d e o f lateral or 100 feet total. -= 3
G
9

E
STATIONARY SPRINKLER
IRRIGATION SYSTEM
W O R K S H E E T 3. (continued)
Distance
Volume
Row
Usable
Deviation
Gauge No.
from
Collected
Average
Values
from Average
Lateral
(inches)
1_71
10
.77
.77
.260
L12
10
.69
69
.180
L13
10
.83
.83
.320
L14
10
.65
.74
.65
.140
L21
30
.61
.61
.100
L22
30
.57
.57
.060
L23
30
.48
.48
.030
L24
30
.44
.53
.44
.070
L31
5D
.31
.31
.200
L32
50
:22
.22
.290
L33
50
.18
.18
_330
L34
50
.29
.25
.29
.220
L41 70 .12
L42 70 .0
L43 70 .0
L44 70 .08 .05 (discard)
Rl l 10 .67 :67 .160 .
R12 10 .79 ..79
R13 10 .8�1 .81
f a"s
R14 10 _77 .76 77 260
....
1121: 30 59 59.
R22. 30 51
R23k
R24 f f s `30 r t 5 :56t
R32;
- nr' �n � y ��r•. _-.' - r s�t ,� x _ r� � _. 3�`a.^.-���. h �+:(i''� � .s -
p
J�'w
_ R�QF,S � -
��.. r,r �`'�„�. 4'4x' ':�vt.`•'e r s.,i Yi'..a'°rrn ra .. ww,y�;!''3?';-r�
_ _ .. , _
.. ,.ii.,,',•x:�w"aF:,'.'.'t.14e t .::Y.!n`a'.i a'r,-..r�'r2.�:t i; ::>Lnf:`rZ7 :,'�Eiaa.�[ti., i='�?a._Yc._=�i=ii�=ziAY�li-x. .:_d ��i.� >:"si :. .. .. ..
7%

Field Calibration Procedures
for Animal Wastewater Application Equipment
W. q R K 5 H E E T .3. (continued)
I. Determine the average appiCation depth tvithfn the effective area Add ahiounts from all gauges in lows
v�'tF in the effective iyidth-(Rows 1, 2, and 3 on,Wth sides of lateral:}; .
Usable,values are shown ih' column'S sum of amounts co1l[Otte d in rows vi ithin effective-i4idti (sum of
column S) =.12 23 inches
12.23 ind es
Average application depth:= 0.51 inches
24, §idge'.
m._Calculate the deviation depth foreach gauge Values shown ih colUttt`6'
5
Deviation depth=.Jbepth collected at positjon i avefa a application depth (#!)I
N
i refers to-the.gauge.position:within-the effective calibrataori:area
h. Sum: of:deviations (sum of. values ihi it6lumir 6) , 4'.511 fetches
4:51-1;inches
Average.deviatiQn depth.= 0.188 inches
`.
24 :gauges ..
�o. Deterwiffie the application uniformity.
-
0 Si inches {#�)t 0 18i8 incPi�:s (#fn) ,
U� = X 100= 63:1
,=
`p: Interpret the calibration results.-, index value of 63 perGenfis acceptaliie for a stationary sprinkler system.
;idlustments are needed.
8

01
Irrigation System Calibration Data Sheet for Stationary Sprinkler
Date Farm Tract No.
a. Effective sprinkler area: Lateral spacing ft by spacing along lateral ft = _
Sprinkler: Make Model Nozzle Dia. Discharge GPM
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/4) = ft
c. Number of collection containers
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) hours
g. Operate the system, collect data, and
record on the worksheet on page 1 B.
h. Sum of all catches inches
STATIONARY SPRINKLER
IRRIGATION SYSTEM
14
50
90
'0
z0
�0
z0
0
O
20
0
'0
'0
'0
122
0
20
30
30
'0
'0
'0
10
20
30
0
"0
80
'
'
z
20
28
D
0
0
0
0
0
I. Average application depth (h/c) inches
j. Precipitation rate = = inches/hr
W
k. Sum of all deviations from the average catch
I. Average deviation from average application depth
m. Uniformity coefficient
(i)
Interpret the calibration results.
(1)
— X 100 =
An application uniformity greater than
75 is excellent for stationary sprinklers.
Application uniformity between 50 to
75 is in the "good" range and is
acceptable for wastewater application.
Generally, an application uniformity
below 50 is not acceptable for waste-
water irrigation. If the computed U, is
less than 50 percent, system adjustments
are required. Contact your irrigation
dealer or Certified Technical Specialist
for assistance.
u1
ftz
�0
Wind direction
Wind speed
1
00
5
9
0
13
0
17
0
21
0
25
0
29
0
20
6 0
,00
, 0
, 0
20
20
30
3
0
7
0
l
0
1
0
l
0
2
0
2
0
3
0
4
0
B
0
1
0
,
0
2
0
2
0
2
0
3
0
8

Field Calibration Procedures
for Animal Wastewater Application Equipment

6
STATIONARY SPRINKLER
IRRIGATION SYSTEM
v
t o
$o
o13
, 0
2,
0
2 O
29
0
20
�0
,o0
10
,0
220
20
30
3O
7O
11^
lO
(`-/1 19_
23
0
27
O
31
0
4
O
s
O
1 O
, O
O 2i
2 O
� 2t
32
0
NOTE: While in the field, it may be less confusing to
N record measured values in the grid above, then
transfer these values to the data sheet for
calculation and interpretation.

Prepared by
R.O. Evans, Biological and Agricultural Engineering Extension Specialist
1.C. Barker, Biological and Agricultural Engineering Extension Specialist
J.T. Smith, Biological and Agricultural Engineering Extension Assistant Specialist
R.E. Sheffield, Biological and Agricultural Engineering Extension Specialist
5,000 copies of this public document were printed at a cost of $3,084, or $.b2 per copy.
Published by
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE
Distributed in furtherance of the Acts of Congress of May 8 and June 30, 1914. Employment and program opportunities are offered to all
people regardless of race, color, national origin, sex, age, or disability. North Carolina State University, North Carolina A&T State University, U.S.
Department of Agriculture, and local governments cooperating.
0
4/97-5M—JMG/KEL-270200
E97-30397
AG-553-1

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: A-I� GV'\ co,o. a
Owner&fawger Agreement
I (we) understand and will follow and implement the specification 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 ofthe
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 wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan will be filed on -ate 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: A I IC n C, v` ,I
(Please print
Signature: Date:
Name of Manager( erent from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) �f-, 9 (3 e-S4 eAc
Affiliation:
Address (Agency):
Signature:
Rom (A 4 I A/C
Date: g' Y' Gi

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State of North Carolina
,..,,Department of Environment
and :Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Allen Cannady
Allen Cannady Farm #2
1730 Wright Ridge Road
Clinton, NC 28328
Dear Allen Cannady:
I N;w
rILCEIVE f
OCT 2 3 2000
FAYE7TTEVILLE
NCDENR
REG. OFFICE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
October 3, 2000
Subject: Certificate of Coverage No. AWS820234
Allen Cannady Farm #2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on March 24, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Allen Cannady, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Allen Cannady Faun #2, located in Sampson County, with an
animal capacity of no greater than 2600 Wean to Feeder and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003- Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization Plan.
The owner should address this inconsistency as soon as possible.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820234
Allen Cannady Farm #2
Page 2
a
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
iFayette_ville_Regional_Office, Wa_rQQt4lity Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Seneral Information:
Name of Farm:- Ai h^A ��.,. d � Facility No:
' l l'��• fc'� QU
Owner(s) Name: II A�! S3I ttJ Acts Pho;te gip.. t S��� .
Mailing Address: p Ch,a orj L z8 PanceEnf.
Farm Location: Fourteen Digit Hydrologic Unit:_ 'o a o -10 o n& o 9 o e So
Latitude and Longitude: 3 V ° !& 2 a- / zp County: SA--- 0-bW
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): D'rI&JA
(pJ 11 1j l
T1'RSt X:Itt" Ladd (51L /laG, �oSs
QVeration Descrintion:4 gQ /.3 ru; lc�
T2pe of Swine No. of Animals - Type of Poultry
el Wean to Feeder 24 e cs Q Layer
0 Feeder to Finish ❑ Pullets
❑ Farrow to Wean
❑ Farrow to Feeder
0 Farrow to Finish
A 4iE. AIC- 903 4
(AS70 4Ndl
&J [AA"t* DIi Ri b
No_ of Animals
Type of Cattle
0 Dairy
❑ Beef
51L IZc�
No. of Animals
Other Type of Livestock: Number of Animals:
Acreage Available for Application: S , a Required Acreage: ` , 5
Number'of Lagoons / Storage Ponds :_ I Total Capacity:1.3 �L `Ma __ Cubic Feet (83)
Are subsurface drains present on the farm: YES or (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. 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
Environmental Management before the new dnimals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land rCF7 z_ Allr4 GA.ja A
Signature: Date: 7-1-
Name of Manager(if di rent from owner):
Signature: Date-
AWC -- April24.1996 1
k�E_

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to- 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2U.0217 and 15A NCAC 6F .0001-.0005'. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.
IL Certification of `Design
A) Collection forage. Treatment System
Check Oe appropriate box UP
Or Existing facili without retrofit (SD or W`
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
r
❑ New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications. ,
Name of Technical Specialist (Please
No.: 9/A - zS�- (-Y`3
B) Land Aonlication Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste
utilization; chosen crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):,
-L4YS9 Phone No.:
nato • 7 —L 4-94-
C) Runoff QD rols fir
Check the appropriate bar
a Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility► with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
AWC -- April 24,1996 2

D) Application andHandling Egljil2M nt
Check the appropriate box
Existing facilt�with existing_waste application egtiinment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: "(existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facility; or existing facility without existing waste application equipment (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application. equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; -a schedule for tinning of applications. has been established; required
buffers car' be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): /,Q,cl 1,� CR
S
Address(Agency
III. Certification of Installation
A) Collection, SlQrage.n n II 'on -
No.: a -'L-8 C 039
- -LL-q4
New, expanded or retrofitted facili (SI) - .
- Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: 1 Date:
AWC -- April 24, 1996 3

B) Land Application Sife (WUP)
Check the appropriate box
-{r/ ,
3 The cropping system is in place on all land as specified in the animal waste management plan.
LK
Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control; ,
Name of Technical Specialist (Please Print):_ 6o
Affiliation: r4m „ IIS
Address(Agency):b 75 e f1:11 IIJLC_ 4-. 4 Phone No.: 9/e-z91- e. f-1 Ex4511
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
T (we) certify that i (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to
DEM-a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
I
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Q Runoff Controls from Exterigr Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
AWC -- April 24,1996

1D) Application and Handling —Equipment -Installation (WUP or Y)
'Check Me appropriate block
3" Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have.been provided to the owners and are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
❑ Conditional approvalAnimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided'to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print): tti
Affiliation:.__A-,"L,.�Ae..;1, i<i►ILO-•5
Address (Agency):
R— "
>£ f411 f -71 L. 2-3 q-3a Phone No.: WO- 241- (a V31,Et4 1{5
The following signature block is only to be used when the box for conditional approval in IIl[ D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the. conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
A W C -- April 24, 1996 5

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SFP-12-2000 TUF 071 34 Pl1
F A 1�0. P. 0 It
QUARTER M FARMS, INC.
• P.O. Box 607
Rose Hill, NC 28458
Phone: [phone]
Cafculations By: John Lenfestey
Date: 02/18/94
Farm Operator: Allen Canady
County: Sampson
Distance to nearest residence (other than own$r):
INPUT DATA:
Sows (farrow to finish) -
0
Sows (farrow to &peder) =
0
Head (finishing only) =
0
Sows (farrow to wean) =
0
Head (wean to feeder) =
2,600
Seasonal High Water Table Elevation =
Storage Volume for Sludge Accumulation =
Treatment Volume (Min. = 1 CF/Lb) _
Insida Top Length of Dille =
Inside Top Width of mike µ
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
25 Year - 24 Hour Rainfall W
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA -
Minimum Treatment Volume - Livestock =
Vol. of Waste Produced = 19,094 CF
Vol. of Wash Water = 0 CF
Rainfall -Excess Evapor_ = 14,408 CF
Rainfall /25 Yr Storm = 14,408 CF
Minimum Temporary Storage Volume
Total Minimum Required Treatment Volume =
Total Design Volume Available =
Total Temporary Volume Avaliable =
RECEIVED
SEP 2 5 2000
WATER QUALITY SECTION
Null-D c,charga Crmpliance Enf.
2,000.0 Feet
42.0 Feet
0.0 Cu. Ft. (As Per Owner's Requ
1.0 CF/Lb
190.00 Feet
130.00 Feet
49.20 Feet
39.20 Feet
1.30 Feet
3.0 ; i
7.00 Inches
7.00 .Inches
6.D0 Feet
78,000 Cubic Feet
47,911
Cubic Feet
125,911
Cubic Feet
132,486
Cubic Feet
53,694
Cubic Feet
Total Volume at Start Pumping Elevation = 117,344 CF G 47.20 Feet
Design Volume less 25 Yr - 24 Hr Rainfall = 118,078 Cubic Feet
Minimum Volume for Permanent Storage = 78,792 CF @ 45.20 Feet
Permanent storage volume is greater than Mimimum treatment volume
required for livestock

SEP-122-2000 TUE 07:35 PH FAX 16 P. re
QUARTER M FARMS, INC.
Farrm Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
D
sows (farrow to finish)
X
1417
Lbs.
0
sows (farrow to feeder)
X
522
Lbs.
0
head (finishing only)
X
135
Lbs. _
0
sows (farrow to wean)
X
433
Lbs.
2,600
head (wean to feeder)
X
30
Lbs. _
TOTAL. BEADY STATE LIVE WFIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
o Lbs.
0 Lbs.
0 Lbs.
0 Lbs.
78,000 Lbs.
78.000 Lbs.
Page 2
Minimum volurne = Lbs. SSLW x Treatment Volume (CF/Lb. SSL1+11)
Minimum volume =
78,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside Top Length of Dike
Inside Tap Width of dike =
Top of Dike Elevation -
Bottom of Lagoon Elevation =
Freeboard Depth of Dike
Side Slopes on Dike =
Total Design Lagoon Liquid Levei Elevation
Total Design Liquid Level Depth =
0.0 Cu. Ft. (As Per Owner's Reque 0)!�-
19C.00 Feet
130.00 Feet
49.20 Feet
30-.20 .Feet
1.30 Feet
1.0 . i
47,90 Feet
8.70 Feet
Determine total design volume using prismoldai formula:
SS / End1 = 3.0 Feet SS / Side1
SS l End2 = 3.0 Feet SS / Side
Inside Dike Length @ Design Liquid Level = 182 20, Feet
Inside Dike Width @ Design Liquid Level = 122.20 Feet
3.0 Feet
3.0 Feet

HP-12-2000 TILE 07' 35 PM FwX NO.
P. 03
QUARTER M FARMS, INC.
Farm Operator. Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 182.20 * 122.20
Area of Top = 22266 Square Feet
Area of Bottom = Inside dike length (bottom) * Inside dike width (bottom)
Area of Bottom — 130.00 * 70.00
Area of Bottom - 9,100 Square Feet
B
Area of Midsection = Inside dike length(m!d) * Inside dike width(mid)
Area of Midsection = 156.10 * 96.110
Area of Midsection = 15,001 Square Feet
Page 3
Total design volume = [Area of Top + (4 * Area of Midsection.) + Area of Bottom] * (Depth!6)
Total design volume = 91,370 * 1.45
Total design volume = 132,486 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 47.20 Feet
Area of Top =
Area of Bottom
Area of Midsection =
21,004 Square Feet
9,100 Square Feet
14,476 Square Feet
Volume a@Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 88,008 * 1.a3
Volume @Start Pump = 117,344 Cubic Feet
413. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 45.20 Feet
Area of Top =
Area of Bottom =
Area of Midsection
17,596 Square Feet
9,100 Square Feet
13,024 Square Feet
Volume @ End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottamj * (Depth/6)
Volume @ End Pump = 78.792 1.00
Volume @ End Pump = 78,792 Cubic Feet

SEP-12-2000 TUE 07! 35 PH Fq KO. P, 04
QUARTER M FARMS, INC. Page 4
Farm Dperator' Allen Canady
Date: 42/18/94
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.00 Feet
Area of Top = 17,596 Square Feet
Area of Bottom = 9,100 Square Feet
Area of Midsection = 13,024 Square Feet
Permanent Volu* = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 78,702 * 1,00
Permanent Volume = 78,792 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at tap of dike
Area of Lagoon = 120.00 130.00
Area of Lagoon = 24,700 Square Feet
Area of Buildings (roof & Icr water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 0.0
Area of Buildings = 0.0 Square Feet
Design drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 24,700 + 0
Design Drainage Area = 24,700 Square Feet
5A. VOLUME OFWASTE PRODUCED
Approx1mate daily production of manure in CFILB SSLW 0.00136 CFjLb SSLW
Volume of Waste = Lbs. SSLW * CF of WastalLb./Day * 180 Days
Volume of Waste = 78,000 * 0.00136 * 180
Volume of Waste = 19,094 Cubic Feet

- SEP-122-2000 TUE 07:35 Pr FAX K0.
F. 05
0UAI3TER M FARMS, INC.
Farm Operator: Allier. Canady
Date: 02/18/94 .
TEMPORARY STORAGE VOLUME CALCULATIONS (continuer)
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 ir. Sk
Page 5
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7,48 Gals./ Cubic Fact
Vol. of Wash Water = 0 * 180
Vol. of Wash Wat4.r = 0 Cubic Feet
5C. Volume of Rainfall ir, Excess of Evaporation
Use period of t:me when rainfall exceeds evaporation by largest amo;rnt.
180 days excess rainfiall =
7.00 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall - 24,700 * 7.00
Vol. of Excess Rainfall = 14,408 Cubic Feet
5D. Volume of 25 Year - 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 24.700 7.00
Vol. of Storm Rainfaii = 14,40B Cubi-- Feet
?OTAL REQUIRED T EMPORARY STORAGE
5A. Volume of Waste Frcouced = 19,094 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vcl. of Rainfall in Excess of Evapor. = 14,408 Cubic Feet
50. Vol. of Rainfall / 25 Yr -- 24 Hr Storm = 14,408 Cubic Feet
TOTAL TEMPORARY VOLUME = 4i,911 Cubic Feet

SEP-12-2000 TUE 07;35 PM FAX NO.
P. 06
QUA.RTER M FARMS, INC.
Farm Ope, ator: Alien Canady
Date: 02/18194
6. SUMMARY
Minimum. Treatment Volume — Livestock —.
78,000
Cubic Feet
Minimum Temporary Storage Volume =
47,911
Cubic Feet
Total Minimum Required Treatment Volume
125,911
Cubic Feet
Total Design Volume Available =
132,486
Cubic Feet
Total Temporary Volume Avaliable =
53,694
Cubic Feet
Design Start Pumping Elevation =
Total Volume at Start Pumping Elevation =
Design Volume Ids 25 Yr — 24 Hr Rainfall
Design End Pumping Elevation =
Total Volume at End Pumping Elevation
Design Min. Permanent Storage Elevation T
Total Volume at Min. Storage Elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE; 02/18/94
APPROVED BY.
DATE: ee Q
4720 Feet
117,344 Cubic Feet
118,078 Cubic Feet
4520 Feet
78792 Cubic Feet
4520 Feet
78,792 Cubic Feet
126,703 Cubic Feet
45.20 Feet is above
42.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
Page 6

System Calibration RECEIVED
SEP 2 5 2000
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and appIr a!ffhC A-y SECTIQr'I
change over time as equipment gets older and components wear. �npard£ula�;.,pliance Ent
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle., Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect an both
sides of the gun cant. You should compute the average application rate for all
nonuniformiry of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Cerrtfcation Training for Operations of Anima! Waste Management Systems Manua!

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods_
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
.that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods_ In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as Jong as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods. _
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
stare law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam_
rescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, irneeded, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-I0-10, or
ecuivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to eater
the lagoon water. Such chemicals could harm the bacteria in the Iagoon that are treating
the waste.
Maintenance insoertions of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for:
I. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface —look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
1. settlement, crac ing, or "lug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand or vegetation will reduce the potential dranage caused by wave action_ If
wave action causes serious damage to a lagoon sidewall, baffles in the -lagoon may be
used to reduce the, wave impacts.
k
Any of these features could Iead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary -fix if there is a dwmt
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert_ Any digging into a lagoon dam with heavy equipment is a serious
undertaldncr with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert_
Transfer Pumps —check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE_ Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your -pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not -the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is fuIi,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
I. adequate vegetation
2, diversion capacity
3. ridge berm height

identined problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
detez=ine proper solutions, consult with appropriate exp==_
You should record the level of the lagoon j= prior to when rain is predicted, and then
r=ord the level again 4 to 6 hours after the rain (ssumes there is no pumping). This wM
gave you an idea of how much your lagoon level will rise with a c rtai rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irfigadon applications and storage. If your lagoon rises excessively, You may
have an inflow problem from a surface wrier diversion or there may be seepage into fire
lagoon from the surrounding land.
lagoon, Operation
Startup: b
r
1. Irnmeaiately after construction establish a complete sod cover on bare sail
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode iinu a or. bank slopes.
3. Drainpipes into the lagoon should have a flexible -pipe extender on the
end or the pipe to discharge near the bottom of the lagoon during iniQ
moiling or another means of slowing the incoming water to avoid erosion of
the lining.
4: Vhen possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer wemthe.:).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full. lagoon
liquid volume. This seeding should oc:.aur at least two was poor to the
addition of wasmwate`.
6. ldaintain a periodic check on the lagoon liquid pH- If the pH falls below
7.0, add agriculturai lime at the rate of I pound per 1000 cubic fe" of
lagoon liquid volume until the pH rises above 7-0- Optimum lagoon liquid,.
pH is beiwe= 7.5 and 8.0.
7. A dark color, Iack of bubbling, and excessive odor signals inadequam
biological activity. Consultation with a technical .specialist is recommended
if these conditions occur for prolonged periods, esperially during the warm
season.
The more frequently and regularly that wastewater is added to a lagoon, the beta -the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for mm=ent Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practic,. waxer conservation —minimize building water usage and
spillage from lealdng-warer=s, broken pipes and washdown through
proper maintenanc: and water conservation.
Afuiimc feed wastage and spillage by ke`ping feeders adjusted. This
will redo= the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place- visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
S61 izraga"g at the earliest possible date in the sung based on
nutrient recuirements and soil moisture so that -temporary storage
will be mazin ized for the summer thunderstorm season. Similarly,
irrigate in the laze smnmerfeariy fall to provide maximum Iagoon
storage for the wins::.
The lagoon liquid level should never be closer than l foot to the lowest
point of the dam or t nbankme-it.
Do not pump the Iagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
sum and as far avmy from the drainvi_ne inlets as passible.
Prevent additions of bedding matetia , long-stemrned forage orvegetativa,
molded feed, plastic syringes, or other foreign materials into the —
lagoon -Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges..
Do not allow trees or large bushes to grow on lagoon dam or emb"Idr=t
Remove sludge from the lagoon either when the sludge storage sty is
full or before it fills 50 perc--nt of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a_
pollutant discharge.
Sludge.Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sung,
mechanical solids s=araaon of flushed waste,
gravity settling of rl shed waste solids in an ap_oropriateiy designed basin, or
minimizing fed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutti=ts.
Removal t- hniques:
Fv-re a custom applicator.
r
the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate-
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator, haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dznza, a or sludge barge; berm
an area beside iagoon to receive the sludge so thar liquids can drain back
into lagoon; allow sludge to dewat=haul and spread with manure sa_ zmd=
onto cropland or for geiand; and soil incorpora=.
Reprdless of the method, you must have the sludge material analyzed for waste
constiments just as you would your lagoon water. The sludge will. contain different
nutrient and metal values from the liquid. The application of the sludge to fields win -be
limited by these nutrients as well as any previous waste applications to that field and
requirement. Waste application rates will be dise1isse-d in derail in Chapter 3.
When removing sludge, you must also pay attention to the lines to prevent damage. Qose
atreution by the pumper or drag -line operator will ensure that the lagoon liner remains
intact;: If you see soil material or the synthetic liner rnazerW being disturbed, you should
stop the acdvity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible_
Sludge removed from the lagoon has a much highe_T phosphorus and.heavy metal content
than liauid_ Bemuse of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chants of
erosion_ Note that if the sludge is aimlied to fields with very high soil -test phosphores, it
should -be 2ppiied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The apmlication of sludge will increase the amount of odor ar the waste application site.
FxtM precaution should be used to observe the wind dire :don and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon fai urtsmesult in the unplanned discharge of wasmwater from the Types
of failures include Iealcage through the bottom or sides, overtopping, and breach of the
dam- Assuming proper design and construction, the owner has the responsibUirf for
eastzzing s„ucture safety. Items which may lead to lagoon failures include.
Modification of the lagoon strucnum—an example is the peat of a.pipe
is the dam without proper design and consuucuon. (Consult_an =p=in
lagoon design before placing any pipes in dams-)
Lagoon liquid levels —high levels.are, a safety risk.
Fwdm-e to inspect and maintain the dam.
Excess surface w !r flowing into the lagoon_
Liner integrity —protect from utletprQe scommzg, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water -will som cattle
gullies to farm in the dam. Once this mage starts, it can a_uickly. cause a large discharge
of wastewater and possible daze failure_

EMERGENCY ACTION PLAN*
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910 4sc- f5q
EMERGENCY MANAGEMNEi SERVICES (EMS) qfo qa
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 210 5 a
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 10 5 a -7463
COOPERATIVE EXTERSiON SERVICE (CES) -q(o .55a11(0
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for ail employees at the facility. The following are some action items you should
take.
1. Stop the rejease of wastes. depending on the situation, this may are may nor be
possible. Suggested responses to some possible problems are listed belwo.
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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no sun -ace water is entering lagoon.
E. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to concain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon: Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sumo or ditch from the embankmerrto catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of -the side walls and lagoon -
bottom as soon as possible.
T

2.
141
0
5.
Assess the extent of the spill and note any obvious damages.
a. aid the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
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, f acifity number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that -have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. Comm= CEs, phone number - , local SWCD of 2ce phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
If none of the above works call n11 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize of -
site damace.
a. Contractors Name:
b. Contractors Address:
• c. Contracrors Phone: ar0 4-F9 r ti t '
Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: rays
b. Phone: 9ro a 5 `zc L
7. Implement procedures as'advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
t minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage O Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal {) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. Inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Hardling Ac=u dadons of animal wastes () Rernova spillage on a routine basis fe.p. 7-10 day
Systems interval during s rrxTtw 1S-3o days interval during
winter) what& Manure is loaded for land application
or diapasal.
() Provide for adacmats drainage around mmnurs stockpiles
() Irmpecr for and rwrxroe• or break up wcumulgtad
in -Star stripes around stock;Was and stanza hancMV
areas as needed -
The issues checked ( ) pertain to this operation- The landownerrrltegratnr agrees to use sotmd judgmerrr in -applying
insect carltral measures as practical.
b -
! certify the afarernenuaribd insect rcntlni Best Management Practices have been reviewed with rite.
For more information cor-rm=-the Cooperauva Extension Sarvica, Department of Entomology, Box 7613,.North CaroBna Stara Urivvrsity, Raleigh- NC
27595-7613.
4MIC—Noverrtber 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Pracdces
Farmstead
Swine production
VVegetanve or wooded buffers;
�
i�7 rlacommanded best management
p CBS;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
tv floors
Floor surfaces
Wet manure-coverad floors
rrs otted floors:
y Waterers located over slotted floors;
(.Yyeders at high and of solid floors;
yK-Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pins
Uriee
r
( kf agtrent manure removal by flush.pit
reeharge,or scrape
Partial micorbial decorttposition () Underfloor ventilation
Vanxilation exhaust farts Volatile gases, ( F n maintenance:
Dust {.j'Eificient air movement
Indoor surfaces Dust (,kiNashdawn between groups of animals
() Feed additives:
{ J Feeder covers;
{ } Feed delivery downspout extenders to
feeder covers
Finish tanks Agitation of recycled lagoon (}Flush tank covers
liquid whiles tanks are filling (} Extend flil Dines to near bottom of
tanks with anti -siphon veins
Flush alleys Agitation during wastewater (} Underfloor flush with underfloor
comreyananee
ventilation
,it recharge poirrm Agitation of recycled lagoon () Extend rechard lines to near botwm,of
liquid while pits are filling pits with anti -siphon vents
ift stations Agitation during sump tank filling () Sumo tank covers
and drewdown
utride drain collec'on Agitation during wastewater (} Box covers
• junation boxes . conveyance .
id of drainpipes at lagoon Agitation during wastewater ( ) Extend discharge point of pipes
underneath lagoon (icruid level
goon surfaces Volatile gas emissions Groper lagoon liquid capacity
Biological miring {,Correct lagoon startup procedures
Agitation (1}�nimum surface area -to -volume ratio
O,h+Gnimum agitation when purnping
{ J Mechanical aeration
(} Proven biological additives
lotion sprinkler nozzles High pressure agitation ( Irrigate on dry days with little or no wind
Wind draft d&/Urtirrtum recommended oaeration pressure
( )�Ptrmp intake near lagoon liquid surface
{ J Pump from second -stage lagoon
)C—November 11, 1996

Storage tank orbasin Partial microbial doca-Position
() Bottom or nidlavai loading
surface Mixing while filling
() Tank coverts
Agitation when emptying
(} Ba:in surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micabial decontpoction
(} Extend drainpipe outlets underneath liquid
Mixing while hl]ing
level
Agitation when emptying
() Remove settled colids 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 axidantc
Uncovered manure, slurry Volatile gas emissions while drying
E } Soil infection of slurry/sludges
or sludge an field surfaces
{) Soil incorporation within 48 hours
e
(} Spread in thin uniform layers for rapid drying
b
() Proven biological additives or oxidants
Dead animals Carcass decomposition
( Proper disposition of carcasses
Dead animal disposal Carcass decomposition
(} Complete covering of carcasses in burial pits
pits
{) Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around Improper drainage
(Trade and landscape such that water drains
'acifities M icrobW decomposition of
away from facilities
orIIanic matter
Annure tracked onto public Poorly maintained access roads
{ Farm access road maintenenco
Dads from farm access
dditional information:
Avatgable Fro=
wine Manure Management: 0200 Rula/BMP Packet _
NCSLI-Coutaty Extension Center
wine Production Farm Potential Odor Sources and Remedies, ESAE
Fact Sheet NCSU-HAE
.vine Production Faci(iry Manure Management: Pict Recharge —lagoon
Treatment; EBAE 129-89 NCSU-aAE
.vine Production Facility Marurre Management: Underfloor Ruse —Lagoon Treatment: E13AE 1 Z9-88 NCSLJ- A
goon Desig and Management for Livestock Manure Treatment and Storage; EEAE 103-83 NCSL�E
alibration of Manure and Wastewater Application Equipment; MAE Fact Sheet NCSULBAE
-nuolling Odors from Swine "dfrtgs; PIH-33
NCSLLswine Extension
vironmental Assurene Program: NPPC Manual
NC Pork Produces Assoc
tions for Managing Odor, a report from the Swine Odor Task Farce NCSLI Agri Cantmunicatians
isance Concems in Animal Manure Management: Odors and Fares-
PRO107, 1995 Conference Proceedings Florida Cooperative Excteasiarr
e issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
:)r control measures as practical.
wtify the aforementioned odor control Best Managment Pracrices have been reviewed with
' ` �rndow�ner }
C—November 11. 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
{ } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of -the death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
b.
w
{ } Complete incineration
{ } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture. . .
{ } Any method which in the -professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without- endangering human or animal health. (Written
approval of the -State Veterinarian must be attached)

State of North Carolina V. P, E C E s f ,
Department of Environment and Natural Resources �,.',�
Division of Water Quality 1{!u_7 2 4r.,�.
Non -Discharge Permit Application Form ``'`
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAO'.-D;* j1,p,_a6-
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please review the
information for completeness and make any corrections that are appropriate. If a question has not been completed by
the Division, please complete as best as -possible. Do not leave any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name: Allen Cannady Farm #2
1.2 Print Land Owner's name. Allen Cannadv '
I.3 Mailing address: 1730 Wright Ridee Road
City, State: Clinton NC Zip: 28328
Telephone Number (include area code): 592-5961
1.4 County where facility is located: _Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): From Delway. take NC 903 for 6.3 miles. at stop sign turn
r
right onto SR 1 ]34. go thru Ingold onto SR 1157 and take first dirt road to left SR 1206. Wrieht Bridge Rd). cross US 701
and continue on SR 1206 for 1.3 miles to farm entrance on ri_aht.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphv Family Farms
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number): 234 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
2600- Certified Design Capacity
Is the above information correct? yes; F-1no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Tvpe of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 82 - 234

2.3 Acreage cleared and available for application (excluding all required buffers.and areas not covered by the application
system): 38 . Required Acreage (as listed in the AWMP): 4.5
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within I00' of any of the application fields? YES or a (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or ® (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? „ No — 9 Z
p
What was the date that this facility's land application areas were sited? 0(0— 7
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permining purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility_
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAIN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.112 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Appllicc�ants Initials
YJJC—
FORM: AWO-G-E 5/28/98 Page 2 of 4 82 - 234

RECEIVED
Facility Number: 82 - 234
Facility Name: Allen Cannady Farm #2
hl(:ir-Jlsch?r�F �lirl`
4. APPLICANT'S CERTIFICATION: ?E?I';i' "
I. /Y(LE~N L- .A,liuAINV3 ^� (Land Owner's name Iisted in question 1.2), attest that
this application for < < 4) �7,ea�J.�1G� Eo.� 2 (Facility name listed in question 1.1 )
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 m Q.d}in9r>xd4;te. %% /
Signature
Date - 62;2 — l q— DO
i
5. MANAGEER'S CE CKz"csl
(mplete only if different from the Land Owner)
I, Aet,=-, 0!Lj (Manager's name listed in question 1.6), attest that this
application for 'At L60 a Z ,_,_,___._(Facility name listed in question 1.1)
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 :Z4�
d that if all requir supporting information and attachments are not included, this application package
will be returned as incomplet SignatureDate
THE COMPLETED APPIdCATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 2M

•.
7
mj:.v.: v_ t?C' :.0.' ):'1.'•"'..•-~µ'Y.-,,'t�•,��d,.',�,,":..'2^e95".tWwm`M'""':"X
Producer: en CatqyQA7 --W a
oW4Tg/r,a ,,,Location: 'few
�b
Telephone: 110 6(0 yoN
�b�xp�`er��m� rl7�Q
Type Operation: W eQ r. -- t e.e er�
Number of Animals: of
(Design sty)
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 is the fields
where the waste is to be applied This waste utilization plan uses nitrogen as the lung
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 acre 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 2,M0217 adopted by the Environmental Management Commission.

r zs?we i .c - 1- N
x..i01
Amount o Waste Produced Per Year(gallons. toms etc_
-��� animals X.' waste/animaUyear= ONS wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
o� 6.qDmimas X .q glbs. PAN/animal/year = I a q?lbs. PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
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 wdl 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
Ser-.
*'This N is from animal waste only. If nutrients from ocher sources such as commerchd
fertiliser are applied, they must be accounted for. N must be based on realistic yield
expectation
NOLE. The applicator is cautioned that P and K may be over applied while meeting the N
requirranent� Beginning in -1996 the Coastal Zone Management Act will require farmers in,
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
aU nutrient& This plan only addresses Nitrogen.

40
_ �:,,,..:
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Rewired only if operator does not own
adequate land {see Required Specification 2D
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
��.Per Ac. Ifffized •
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount o£N
Surphis o
H. 5
N 4 3
Produced
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 nutrients orother-
elements.

See attacked map showing thefidds to be used for the utilization- of waste water.
Application of Waste by Irrigation
Field Soil Type crop Application Application
NO- Rate (In/Hr) Amount (1m)
MS TABLE IS NOT NM= IF WASIE.M NOT BEING APPLUD BY IRRIGATION, HOWEVER A SCAR TABLE WILL
BE NEEDM FOR DRY IXrTIR OR SLTJRRY
Your facility is designed for I Nays of temporary storage and the temporary storage
nma be removed on the average of once every Ca MONTHS. In uo instance should
the vohnne of waste being stored in your structi re exceed Elevation do 9 11, 1 &-,%
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4

R-R
REQUIRED SPECFICATTONS
1. Animal waste shall not reach surface waters of the state by runof, drift, manmade
conveyances, direct application, or direct discharge daring operation or land
application. Any discharge ofwaste which 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 waste, he/she shall
provide a copy of an agreement with a landowner who is within a reasonable
proxiuriiy, allowing him/her the use of the land for waste application It is the
responsk ity of the owner of the facility to secure an update of the Waste Utilization
If Plan when there is a change in the operation, increase in the number of animals,
method ofutilization, or available land.
3. Animal waste &A be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for other mmients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but 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 disIdng after waste application. Waste
should not be applied when there is danger of drift from the 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 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 offshe 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 or flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.

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 fill or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on -these sons 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 ofthe crop
or forages brealang dormancy.
1. 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 firm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other than an ikon
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 "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 maybe 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.
6

REQUMED SPECIFICATIONS
(continued)
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 wdl 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 ch6cklist should
be kept on site.
20. Animal waste can be used is a rotation that includes vegetables and other crops for
At direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant 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 vohune) 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 ma) i== storage volume for waste storage ponds.
22. Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate-
detetmining element. Zmc and copper levels in the sods shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. pH
shall be adjusted for optimum crop production and maintained. Sod 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.
7

WASTE UTII.,IZATION PLAN AGREEMENT
Name of Farm: %`I I c.v1 �n a oL Zvi:
Owner/Manager Agreement
I (we) understand and wf follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
h m named above. I (we) ]mow 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 (DEN) before
the new. animals are stocked.. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters 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. A I IC C.,
(Please print)
Signature: Date:
Name of Manager( ent from owner):
Signature: Date:
Name of Technical Specialist: (Please print) K-ck-lt
4 �
Affiliation: ,r �` o. r�-.: l a r
Address (Agency): o -7
Signature:
Date: $' qff-
s

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Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature) �,
cre eras lmurmaim ; 4
Name of Farm:_C Ala �aQ�... dZ Facil tXAI
Owner(s) Name: AICn2J Gon,iwl ., Phone No:9/a-59r__694I
Mailing Address: R4. c 9/,+ - C/-, .)jpf tJ L. 7-9 3't-S - - �j� �° ---
Farm Location: Fourteen Digit Hydrologic Unit:_ .d -a o 16 o o o o 50
Latitude and Longitude: 3 SF ° 5 � 4,ad 1 7� a z� t zn « County. SA+- p§%Af _
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, rpilepost, etc.): rxo, QJtj-%!, 6!(.- 903 T-n- _6 3 0,%-.6-,,_ A-+
om ge
Operatign De criptiop.
TNx of Swine No. of Animals .
Id Wean to Feeder 2Geo
a Feeder to Finish
❑ Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
134 a . IkILL,_ I;J Ik U o>J
S'!1- 12JG
Type of Poultry
0 Layer
❑ Pullets
(AS 7&1 4No . fF
C" W. " 15
No. of Animals
Type of Cattle
❑ Dairy
❑ Beef
;iz ds7 . A,4J kV-
5it_ /'Lt-G
UW,.nIYr 97LI 3t: �)
No. of Animals
Other Type of Livestock: Number of Animals:
Acreage Available for Application: Required Required Acreage: `45
Number of Lagoons / Storage Ponds :I Total Capacity:91-F, T Cubic Feet (ft3)
Are subsurface drains present on the farm. YES or (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. 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
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. i (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner A IIr4 C,4,j0 P,
Date: -7-1-4 -
Name of Manager(if diff6rent from owner):
Signature: Date:
e uur - A --:M a)A Tnnc ,

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2U.0217 and I5A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.
II. Certif ication of `Design
A) Collection. Storage, Treatment SyStetn
Check 1k appropriate box
O Existing facilijy without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
❑ New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not Iimited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications. ,
Name of Technical Specialist (Please Print): RAO A
Affiliation: /4I rti_i�, FARw%S
Address(Agency): lea- B•r -759 4ir, 91t 7J L 'Z9 �5 Phone No.:
B) Land Apfflication Sife (WUP)
The plan provides for minimum separations (buffers), adequate amount of Iand for waste
utilization; chosen crop is suitable for waste man;Lgementy hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation:_ !t CAVL& F P,
Address (Agency):- . n B-4 ZO.
C) HVnoff Controls fr
Check the appropriate box
CI FaciIijX without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
z
No-: 9/6=7-$5-6V-3
z4-f.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24, I99b 2

D) Agpliotion„and Handling Eatti mient
Chen1heappropriate 6oz
xi tin facilfty with existing waste application ui ment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facility: or existing facility without existing waste application equipment (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application, equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; -a schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): Z441C C-3 -R
Affiliation:
Address
Ill. Certification of Installation
A) CQilection, &Qragg, Treatment Installation -
No.: 9/�-'LSD- CtF35r'r'St;
7-zt-14
New, expanded or retrofitted facility (SI) . .
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (PIease Print):.
Affiliation:
Address(Agency): Phone No.:
Signature: Date: -
AWC -- April 24, I996 3

B) Land Application Site (WUP)
Check the. appropriate box
The cropping system is in place on all land. as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system. as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
O Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control; ,
Name of Technical Specialist (Please Print): 4Ari i< Gw,
Affiliation:��O Ly �.�y.; iu I�ATL--6 _
Address(Agency) ?K 7 Sg Ros V— 14 C _. ' -35- S 8 Phone No.: 9/0- 7- a9 - &!bi Ek ¢SII
r _
Si
This following signature block is only to be used when the box for conditional approval in ni. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to
DEM'a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: _ Rate:
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
ForfaciU es without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24, I996

D) Application and H n lin i n n Install ion (WUP or T)
Check ?he appropriare block
El Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have.been provided to the owners and are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
❑ Conditional approvalAnimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided,to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print):.
Address(Agency
M
No.: ?/y- 7-61- �6V37 r-kI V5
ate: 7-Z-6-9F
The following signature block is -only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the. conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date -
Name of Manager(if different from owner):
Signature- Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation -District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24,1996

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CERTIFICATION OF ENGINEER
FOR
DESIGN PLANS AND SPECIFICATIONS
No�.�tach�t9° �,e�til'�t�g
1. The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Allen Canady " a 2,600 Head, Wean to Feeder Farm
are an accurate copy of the work to be performed on this project.
2. These plans fully and accurately depict the layout, location and dimensions of
the project site.
3. The design volume calculations are based on the guidelines established by the
United States Department of Agriculture, Soil Congervatign Service.
Signature:
,,
Cif•- � +
:AL v
e!)•
4
1,
Registration No. 9�9 � CFO M i LIS1,
Date: �� l�

f IL
QUARTER M FARMS, INC.
P.O. Box 607
Fiose 1-(ill, NC 28458
Farm Operator:
Date:
Allen Canady
02/18/94
SEEDING RECOMMENDATIONS
Acres of Fescue Grass:
Acres of Bahia Grass:
Acres of Hulled Bermuda Grass:
Acre's of Rye Grain:
Acres of Rye Grass (Temporary vegetation):
Total Area to be seeded:
Use the following seed mixtures indicated:
0.0 lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
0.0
0.0
0.0
3.0
3.0
6.0 Acres
120.0 Lbs. Rye Grass @ 40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application
Page 1
Qq

QUARTER M FARMS, INC.
P.O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
SEEDING RECOMMENDATIONS (Continued)
------------------------
Apply the following to the seeded area:
6,000.0 Lbs. of 10-10-10 Fertilizer @ 1000 Lbs./Acre
12.0 Tons of Dolomitic Lime @ 2 Tons/Acre
600.0 Bales of small grain straw @ 100 Bales/Acre
All surface drains should be installed prior to seeding. Shape all disturbed
areas immediately after earth moving is completed.
Apply lime and fertilizer, then disk to prepare a 3 to 4 inch smooth seedbed.
Apply seed and firm seedbed with a cultipacker or similar equipment.
Apply mulch and secure with a mulch anchoring tool or netting.
Note 1: Pensacola Bahia Grass is slower to establish than common bermuda
grass. When using Bahia, it is recommended that 8 Lbs./Acre
of common Bermuda be included to provide cover until the
Bahia Grass is established.
Page 2

QUARTER M FARMS, INC.
P.O. BOX 607
Rose Hill, NC 28458
Phone: [phone]
Calculations By:
Date:
John Lenfestey
02/18/94
Farm Operator: Allen Canady
County: Sampson
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
0
Sows (farrow to feeder) =
0
Head (finishing only) =
0
Sows (farrow to wean) =
0
Head (wean to feeder)=
2,600
Seasonal High Water Table Elevation =
Storage Volume for Sludge Accumulation W
Treatment Volume (Min. = 1 CF/Lb) _
Inside Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
25 Year — 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Depth 4
CALCULATED DATA:
Minimum Treatment Volume — Livestock =
Vol. of Waste Produced = 19,094 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 14,408 CF
Rainfall / 25 Yr Storm = 14,408 CF
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volume =
Total Design Volume Available =
Total Temporary Volume Avaliable =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
RECEIVED
mi'ra nt to, ITY S!--6_; Ki
hlon-Dscharge Pernit ing
2,000.0 Feet
42.0
Feet
0.0
Cu. Ft. (As Per Owner's Requ s
1.0
CF/Lb
190.00
Feet
130.00
Feet
49.20
Feet
39.20
Feet
1.30
Feet
3.0
: 1
7.00
Inches
7.00
Inches
6.00
Feet
78,000 Cubic Feet
47,911
Cubic Feet
125,911
Cubic Feet
132,486
Cubic Feet
53,694
Cubic Feet
117,344 CF @ 47.20 Feet
118,078 Cubic Feet
Minimum Volume for Permanent Storage = 78,792 CF @ 45.20 Feet
Permanent storage volume is greater than Mimimum treatment volume
required for livestock

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish)
X
1417
Lbs. =
0
sows (farrow to feeder)
X
522
Lbs. =
0
head (finishing only)
X
135
Lbs. =
0
sows (farrow to wean)
X
433
Lbs.
2,600
head (wean,.to feeder)
X
30
Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 Lbs.
0 Lbs.
0 Lbs.
0 Lbs.
78,000 Lbs.
78,000 Lbs.
Page 2
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 78,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation =
Total Design Liquid Level Depth =
0.0 Cu. Ft. (As Per Owner's Reque )
190.00 Feet
130.00 Feet
49.20 Feet
39.20 Feet
1.30 Feet
3.0 : 1
47.90 Feet
8.70 Feet
Determine total design volume using prismoidal formula:
SS / End1 = 3.0 Feet SS 1 Side1 =
SS / End2 = 3.0 Feet SS I Side 2 =
Inside Dike Length @ Design Liquid Level = 182.20 Feet
Inside Dike Width @ Design Liquid Level = 122.20 Feet
3.0 Feet
3.0 Feet

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 18220 * 12220
Area of Top = 22,265 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 130.00 70.00
Area of Bottom = 9,100 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 156.10 * 96.10
Area of Midsection = 15,001 Square Feet
Page 3
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 91,370 * 1.45
Total design volume = 132,486 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 47.20 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
21,004 Square Feet
9,100 Square Feet
14,476 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 88,008 1.33
Volume @Start Pump = 117,344 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 45.20 Feet
Area of Top
Area of Bottom =
Area of Midsection
17,596 Square Feet
9,100 Square Feet
13,024 Square Feet
Volume @ End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @ End Pump = 78,792 * 1.00
Volume @ End Pump = 78,792 Cubic Feet

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth =
Area of Top =
Area of Bottom =
Area of Midsection,+=
Permanent Volume
Permanent Volume =
Permanent Volume =
17,596 Square Feet
9,100 Square Feet
13,024 Square Feet
6.00 Feet
Page 4
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
78,792 * 1.00
78,792 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 190.00 * 130.00
Area of Lagoon = 24,700 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 24,700 + 0
Design Drainage Area = 24,700 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = 78,000 * 0.00136 * 180
Volume of Waste = 19,094 Cubic Feet
I

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This -is the amount of freshwater 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.
Page 5
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7.00 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 24,700 * 7.00
Vol. of Excess Rainfall = 14,408 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of -Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 24,700 * 7.00
Vol.- of Storm Rainfall = 14,408 Cubic Feet
TOTAL --REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 19,094 Cubic Feet
5B.-Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 14,408 Cubic Feet
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm = 14,408 Cubic Feet
TOTAL TEMPORARY VOLUME = 47,911 Cubic Feet

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
6. SUMMARY
Minimum Treatment Volume — Livestock =
78,000
Cubic Feet
Minimum Temporary Storage Volume =
47,911
Cubic Feet
Total Minimum Required Treatment Volume =
125,911
Cubic Feet
Total Design Volume Available =
132,486
Cubic Feet
Total Temporary Volume Avallable =
53,694
Cubic Feet
Design Start Pumping Elevation =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Design End Pumping Elevation =
Total Volume at End Pumping Elevation =
Design Min. Permanent Storage Elevation =
Total Volume at Min. Storage Elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
John Lenfestey
02/18/94
47.20 Feet
117,344 Cubic Feet
118,078 Cubic Feet
45.20 Feet
78,792 Cubic Feet
45.20 Feet
78,792 Cubic Feet
126,703 Cubic Feet
45.20 Feet is above
42.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
Page 6

QUARTER M FARMS, INC. .Page 1
P.O. Box 607
Rose Hill, NC 28458
Farm Operator:
County:
Date:
Allen Canady
Sampson
02/18/94
Soil Investigation to Determine Suitability of Proposed Lagoon Site
-------------------------------------
A total of one (1) soil borings were taken on this site by Hank Guy, SCS, to
determine if the existing soils would be suitable for embankment material for the lagoon.
The boring was made in the vicinity of the proposed lagoon.
The benchmark elevation of 50.00 fleet is located on the top of a nail in a 20" oak tree.
The estimated high water table elevation = 42.0 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 1 Ft. — SM,SC materials (silty sands; clayey sands)
i Ft. — 3 Ft. — SC material (clayey sands; sand —gravel mixture)
3 Ft. -- 4 Ft. — SM,SC materials (silty sands; clayey sands)
4 Ft. — 11 Ft. — SM material (silty sands)
Based on the results of these borings, SOME of the soils available on this site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL)
for the liner will be required.

RECEIVED
SCS-tNG-539 �i.j�U �TbEPJIRTU&T OF AGRICULTURE
Rev. 5.70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OE kOPOSED' ND SITE
FARMER'S NAME DISIRIGTNa^ n ^^
DATE - COUNTY iA: ' vi;r 111kq
S_ C. S. PHOTO SKEET NO. WORK UNTP
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATI0:3IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111- feet)
Locate reference point +a center line of dam and 14mffy on sketch.
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IBORINGS MADE BY_Au, Hater-1- SIGNATURE & TITLE ,�e

L UNITED STATES
GARLAND QUADRANGLE DEPARTMENT OF THE INTERIOR
NORTH CAROUNA " 11 GEOLOGICAL SURVEY
5 MINUTE SERIES (-turuututr ' ' ml ro u. S. 421 ClOvrolva "I
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SW14 CV"AM IV OLVMP-AWAX 784 2F' 141ft3E 42
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14:.

QUARTER M FARMS, INC.
P.O. Box 607
Rdse Hill; NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
OPERATION AND MAINTENANCE PLAN
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 soil conditions, flushing
operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume based on:
1) waste from animals
2) excess rainfall after evaporation
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..
Page 1
This estimate is based on 7.0 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 pipe(s) from the building(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 the
minimum treatment depth of 6 feet.
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.

ir-
QUARTER M FARMS, INC.
P.O. Box 607
Rose Hili, NC 28458
Farm Operator: Allen Canady
OPERATION AND MAINTENANCE PLAN (continued)
-----------------------
The following items are to be carried out:
Page 2
1. It is strongly recommended that the treatment lagoon be precharged to 1/2
of its capacity to prevent excessive odors during start—up. Precharging
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 pump --out of the lagoon when fluid level reaches elevation 47.20 ,-feet
as marked 6y the permanent marker.
(Stop pump° out of the lagoon when fluid level reaches elevation 45.20 feet
or before the fluid depth is less than _ -6.00 - feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume less the 25 year — 24 hour
storm volume is 33,503 cubic feet or 250,600 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well.
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 Environmental Management, has the responsibility
for enforcing this law.

Y # 1
QUARTER M FARMS, INC. Page 1
P.O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas.
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3") and stockpiled for use on dike and pad
slopes (finished depth of 2---3").
SECTION 2: CUT—OFF TRENCH
A cut --off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat lines
and grades as shown on the drawings. Deviations from this will require prior approval
of Quarter M Farms and/or the SCS. Earthfill shall be placed in a maximum of 6" lifts
and shall not be placed in standing water. Compaction shall be performed by the
construction equipment or by a sheeps—foot roller, or other equivalent methods
approved by the Engineer.
The embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include twenty (20) percent overage
for compaction and settlement.

QUARTER M FARMS, INC.
P.O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
SPECIFICATIONS FOR CONSTRUCTION (Continued)
-----------------------------
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved material
(ie — CL, SC, CH). Refer to the soil investigation information in the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.
Page 2

System Calibration "'a
rN
rh�
Information presented in manufacturer's charts are based on average operatidn1,j*n
conditions with relatively new equipment. Discharge rates and application rates 9
change over time as equipment gets older and components wear. In particular,
PUMP wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle., Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides al the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Cer;n;cation Training for Operations of Animal Waste Management Systems Manual

OPERATION & NLAIMMNANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Afaumum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermuda,-=) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
.that at the first signs of plant growth in the later winter/early spring, irrigation armrding to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods_ 7n the late summer/early fall the lagoon should be pumped down to the low
marker (= Figure 2-1) to allow for winter storage. Every effort should be made to
ma nwin the lagoon close to the minimum liquid level as -long as the weather and waste
utflisation plan will allow it_
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods. _
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagFass are the most common vegetative
covers. The vegetation should be fertilized each year, if -needed, to
maintain a vigorous stand. The amount of ferdlizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-I0-10, or
equivalent.
Brush and tre4s on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance insttions of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following -
Waste Inlet Pipes, Recvcling Pipes, and Overflow Pipes ---look for.
L separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface --look for:
1. undesirable vegetative growth
2. floating or Iodged debris
Embankment —look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon clam.
A good stand of vegetation will reduce the potential damage caused by wave action. if
wave action causes serious damage to a lagoon sidewall, baffles in the -lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam: If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary -fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaldng with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert_
Transfer Pumps —check for proper ovexarion of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement_
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform yourpumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not -the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is f4
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3_ ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your sys=
during or immediately following a heavy rain. If t= nical assistance is needed to
det==ine proper solutions, consult with appropriate experts_
You should record the level of the lagoon just prior to when rain is predicted, and then
record_ the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning ivagation applications and storage. If your lagoon rises excessively, you Luray
have an inflow problem from a su=a= water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon- Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design m atment volume at least half full of water before
waste loading begins, taldn.g care not to erode lading or. bank slopes.
.3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
allin, or another means of slowing the incoming water to avoid erosion of
the lining.
4: When possible, begin loading new lagoons in the spring to rwe�
bacterial establishme3t (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 perr--nt of the full-laroon
liquid volume. This seeding should ocrour•ar least two was prior -to the
acmdon of wastewater.
6. -Maintain a periodic check on the lagoon liquid pH- If the pH falls below
7.0, add agricultural. lime at the rate of I pound per 1000 cubic few of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon li=U
PH is between 7.5 and 8.0.
7. A dark- color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions or -cur for prolonged periods, esaec ally during the warm
season.
The more fr=uently and regularly that wastewater is added to a lagoon, the belie~the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge sys-mms, in which one or more buildings are drained_
and recharged each day, also work well.

Practice water conservation --minimize building water usage and
spillage from leakingwaterers, broken pipes and washdown through
proper maintenance and water conservarion.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount Dr"solids enterrng the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or sxal s on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Slart irrigating at the earliest possible date in the sprung based on
nutrient requirements and soil moisture so that -temporary storage
will be maximized for the summer thunderstorm season. Similarly,
inigate in the late summerfearly fall to provide maximum lagoon
storage for the wing.
The lagoon liquid Ievel should never be closer than I foot to the lowest
point of the dam or embanianent.
Do not pump the boon liquid Ievel lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the &i3id
surface and as far awav from the drainvine inlets as tossible_
Prevent additions of bedding materials, long-star=ed forage or -vegetation,
molded feed, plastic syringes, or other foreign materials into the -lagoon -
Frequently remove solids from catch basins at end of confinement houses or --
wherever they are installed.
Maintain strict vegemdon, rodent, and varmint control near lagoon edg=
Do not allow tm= or large bushes to grow on loon dam or embank==a
Remove sludge from the lagoon either when the sludge storage sty is
full or before it fills 54 percent of the permanent swrage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to a mina a the possibility of a
pollutant discharge.
Sludge. Removal_
Rate of lagoon sludge buildup can be reduced by:

proper lagoon siting,
mechanical solids =aradon of flushed waste,
graviry settling of finished waste solids in an appropriately designed bass, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
lire a custom applicawr.
hlix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper par of lagoon by irrigation onto nearby cropland or
forageland; mix remaming sludge; pump into liquid sludge appii�tor, haul
and spread onto cropland or forageland; and soil.. incorporate.
Dewater the upper part of lagoon by i=gation onto nearby cropland or
forageland; dredge siudge from lagoon with dr,-- iine or sludge barge; berm
an area beside lagoon to r=eive the sludge so the liquids can drain barb
into lagoon; allow sludge to dewater, haul and spread with manure sm del onto cropland or forageiand; and soil incorporam.
Regardless of the method, you must have the sludge material anaivzed for waste
constituents just as you would your Iagoon water. The sludge will, contain different
nutaeat and metal values from the liquid. The application of the sludge to fields Will -be,
limited by these nutrients as well as any previous waste applications to that field and mop
requirement_ Waste application rates will be discussed in detail in Chapter 3.
Whey removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will e.-isure that the lagoon liner remains
intact. If you see, soil material or the synthetic liner material being disturbed, you should
stop the ac-dvity immediately and nor resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal leveis. as indicated by a soil test, and incorporated to reduce the chance of
erosion. Notre that if the siudge is aErvlied to fields with very high soil -test phosphores, it:
should.be applied only at rates equal to the crop removal of phosphorus. ,4s with othC
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra pr=:aurion should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

PossiiWe Causes of Lagoon Failure
Lagoon faam==ult in the unplanned discbarge of vrastcwater from the stmaxne- Types
of fa7-11xres include leakage through the bottom or sides, overtopping, and breach of the
dam_ Assuming proper design and construction, the owner has the responsibility for
e�?sw ng suu== safety. Tt=s whim may lead to lagoon failures include:
Modification of the lagoon structt=—. an example is the plac==t of &pipp-
in the dam without proper design and consw=on_ (Consult -an esoert in
lagoon design before placing any pipes in dams_)
Lagoon liquid levels —high levels.=. a safety risk
Fokilure to inspect and maintain the darn.
Excess surface watts flowing into the lagoon_
Liner integrity —protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE_ If lagoon water is allowed to overtop the dam, the moving water -will soon cause
gullies to form in the dam_ Once this damage starts, it can euickly. cause a large discharge
of wastewater and possible dam failure.

EMERGENCY ACTION PLAN'
' PHONE NUMBERS
DIVISION OF WATER QUALI TY (DWQ) 9la 4s(. (5q 1
EMERGENCY MANAGEMNET SERVICES (EMS) 'Ito 6qa
SOIL AND WA TER CONSERVATION DISTRICT (SWCD) _110 5 a
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)g�,o_ _ ff �463_
COOPERATIVE EXTERSION SERVICE (CES) a-1 t(0
This plan will be implemented in the eveny that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for air employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may are may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
S. Runoff from waste application field -actions include: _
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b_ Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps-
0-
Leakage from flush systems, houses, solid separators -action include_
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon, Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment -to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c_ Have a professional evaluate the condition of -the side walls and. lagoon -
bottom as soon as possible.
1'

2.
3.
Fly
4
C4
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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
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 number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that -have been
under taken, and the seriousness of the sitution.
b. If spilt leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. CorrEaCC CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none or the above works call all or the Sheriff's Department and explain you
problem co them and ask the person to contact the proper agencies for you.
Contac7 the contractor of your choice to begin repair or problem to minimize off -
site damaoe.
a.
b.
C.
Contracmrs Name:
Contractors Address:
Contractors Phone: O r o aS9 �- L t '
I, Fa
Con act the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: 'M1
b. Phone: iio a q --it
e
7. Implement procedures as'advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
7

r . 9
Dry Manure Hwxlling Aeemrruletions of animal wastes { } Remove spillage on a routine bases (e.p. 7-10 dry
Systems interval during surnneer; 1S-30 days interval during
winter) where manure is loaded far land appjCzdon
or disposal_
(1 Provide for adequate drainage around manure stndmiaa.
() Irrapecr for and rerrrove or break up aetrrnukmad was�ss
in.Ster stripes around swckpdes and manure h ndEW
areas as naedad_
The issues checked i } pin to t1lis operation. The landovvnerrntegrw=r agrees = use sound judgnlery� in -applying
insect corltrol measures as practical.
l certify the aforemerrtioned insect control Hest- Management Practices Have been reviewed with me_
For more inforrrmdon —rru -the Cooperative Extersion Service. Dapartmenr of Entomology. Box 7613,.North Catalan State lirrversrty. Raleigh. NC
Z7695-76� 3_
AMIC—NOv&Mtmr 11. 1996

a � •
Storage tank or basin Partial microbial docomposition (} Bottom or mkilevel loading
surface Miring while filing () Tank covers
Agitation when emptying i } aasin surface mats of solids
(} Proven biological additives or oxidants
Settling basin surface Partial micabial decomporition (}bend drainpipe outlets underneath liquid
Mnring while filling level
Agitation when emptying {) Remove settled coeds regularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges i
spreader outlets Volatile gas anissions { ) Wash res iduai manure from spreader after use
( ) Proven biological additives or oxidan tc
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces
( ) Sail incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition ( Proper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits
( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage ( TTrZe and landscape such that water drains
facilities Microbial decomposition of away from fa=Tnies
organic matter
Manure tracked onto puolic Poorly maintained access roads (Farm access road maintenance
roads tram farm access
4dditional Information:
Available From
.wine Manure Managemerttr 0200 Ruie/6MP Packet NCSi1-C;oumy Extension Center
;wine Production Form f otental Odor Sources and Remedies, EBAE Fact Sheet
wine Production Facility Manure Management: Pit Recharge —Lagoon Treatmenr EBAE I28-88
wine Production Facility Manure Management; Underfloor Ouse —lagoon Treatmenr. EBAE I23-98
agoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
alibration of Manure and Wastewater Application Equiameric EHAE Fact Sheet
ontrolling Odors from Swine Buildings; PIH-33
ivironmental Assuranc Program: NPPC Manuel
Dtions for Managing Odor. a report from the Swine Odor Task Force
Asenee Concerns in Animal Manure Management: Odors and Flies; PR0107. 1995 Conference Proceedings
NCSU-8AE
NCSU-8AE
NCsLl44W
NCSU_-W
NCSLq;AE
N{SI3-Swine Exten6on
NC Pork Produces Assoc
NCSU Agri Corttr+tunications
Florida Cooperative Extension
Ie issues checked ( ) pertain TO this operation. The landownerfintegrator agrees to use sound judgment in applying
for control measures as practical.
ertify the aforemerrtioned odor control Best Managment Practices have been reviewed with
ndowner SI e}
7C—November 17. 1996

MORTALITY MANAGEN4ENT METHODS
(check which method(s) are being implemented)
( } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of -the death. The burial be at least 300 feet from
any flowing steam or public body of water.
f,i t Rendering at a rendering plant licensed under C. S. 106-168.7
( ) Complete incineration
{ } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Departmenr of Agriculture. -
( ) Any method which in the professional opinion of the State
Veterinarian would mare possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

r • . .
MURPHY
F AM I L Y F A R M S RECEi E
September 19, 2000
DEHNR
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Don Friday,
SEP 2 5 2oW
""fi7EP, QUALITY SECTION
f'^-Viance Enf.
This letter is in reference to your request for additional information for the Alien Canady
Farm #2, facility # 90R76 The lagoon capacity that was entered on the certification
form was in error. The actual lagoon design capacity is 132, 486 cubic feet. I have
enclosed the corrected certification form as well as the lagoon design. If you require any
additional information, please let me know.
Sincerely,
Toni King
Land & Nutrient Management
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

North Carolina
Department of Environment and Natural Resources
Water Pollution Control System Operator Certification Commission
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
February 21, 2001
Allen Cannady
1730 Wright Ridge Road
Clinton NC 28328
SUBJECT: Designation of Operator in Charge
Farm Name: Allen Cannady Farm #2
Facility ID #: 82-234
County: Sampson
Dear Mr. Cannady:
NCDENR
MAR 207 2001
Rh :. rm,
REG. ORr,,, .:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural
Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified
operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle,
75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid waste management
system.
Our records indicate that the operator designated as the Operator In Charge (OIC) for your animal waste
management system is no longer certified. Therefore, you must designate a properly certified animal waste
management system operator as the OIC for your facility. The enclosed designation form must be returned to this
office by April 1, 2001. This office maintains a list of certified operators in your area if you need assistance in
locating a certified operator.
Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A47.2
and 15A NCAC 8F .0201(a) and may result in the initiation of enforcement action. Please be advised that nothing
in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for
your failure to have a properly certified Operator in Charge designated for your animal waste management system.
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth
Buffington at [phone], extension 313.
Sincerely,
elµ
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Fayetteville Regional Office
Central Files
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 \ FAX: 919 — 733-1338
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER