820595_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental W4

F ..
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number Larry Naylor _(Big lagoon)
y- r'
B. Lagoon Identification '82-595
C. Person(s) Taking Measurements Dan- j3ailey
D, Date of Measurement 10tB109
E. MethodslDevices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
depth sonar
b. Distance from the lagoor liquid surface to the bottom (soil) of the lagoon.
- - pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of hank): 2.48 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surF ce 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 = 2119 , 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 "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to tnp of sludge
layer and record It on the Data Sheet (last row); this must be at least 2.5 ft when irrigating.
L 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 poie): 1.4
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 0.6
(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) 7.5
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): 3.3
0. 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 N minus Item L): 2.7
Q_ If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by: Dan Bailey /a' Date: 1016109
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet'
Lagoon Identification Larry Naylor 82-595
Completed b DAN BAILEY
Print Name
Revised August 2008
Signature
1016/09
(A) (B) (C)
Grid Point Distance from liquid surface Distance from liquid surface
Thickness of sludge layer
No. to top of slud a to lagoon bottom soil
Ft. & in.
Ft. tenths
Ft. & in. R. tenths Ft. & in. Ft. tenths
1
0.0
0.0
0A
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 �`f
0.0
0.0
0.0
10 e d
0.0
0.0
0.0
11
0.0
0.0
0.0
12 j .� f
0.0
0.0
0.0
13
0.0
0.0
0.0
14
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 of
X X
3.3 X X
7.494
X X
4.194
points
At pump
3.5
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 O and P, respectively). In this example, the average sludge
Payer 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. Far 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.
15, Ratio ( R) of sludge layer volume to total Treatment Volume
R = VsNz 0.38 0.56
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required_ Check with DWO for information
on filing 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)1(Vz - DSSV)
Example: If DSSV = 85,000 ft', then P,=(169,860- 85,000)1(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 0.56
_. - .,,PE,...;.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
fL
4.2
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
10.5
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
605.0
5. Width at top inside slope {Illi)
229
ft.
178.0
6. Length at midpoint of sludge layer L,,,= L-2S(D-(T/2))
398.5
ft.
554.6
7. Width at midpoint of sludge layer W,,, W-2S(D-(T/2))
170.5
ft.
127.6
B. Volume of sludge (Vs) Vs=L.W�,T
169.860
if
296.865
9. Volume in gallons: Vs,,=V`7.5 gal.ffP.
1,273,950
gal.
2,226,490
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
2.7
11. Thickness of total -treatment zone (Z)' Z= T+Y
fi
ft
6.9
12. Length at midpoint of total tmt, zone LZ= L-2(S)(D-(Z/2)
409
ft.
562.8
13. Width at midpoint of total tmt Zone W= = W-2(S)(D-(Z12)
181
ft.
135.8
14. Volume of total treatment zone (Vz) Vz = LI W=Z
444,174
fe
527,984
15, Ratio ( R) of sludge layer volume to total Treatment Volume
R = VsNz 0.38 0.56
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required_ Check with DWO for information
on filing 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)1(Vz - DSSV)
Example: If DSSV = 85,000 ft', then P,=(169,860- 85,000)1(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 0.56
_. - .,,PE,...;.

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PLAN OF AC i ION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: z r JJy �County:
Facility name: /u... �r.•�
Certified Operator Name: 4 /ifa�le Operator #_-
Note:
:
Note: A cerbfied Sludge Management Plan may be submitted in lieu of this PQ;.
I
Lagoon 1
Lagoon 2 1
Lacoon 3
Lagoon "
La oon 5 La❑oor o
a. Lagoon Name/ Identifier
r ��
L
b. Total Sludge Depth (ft)
` ` Z ,
7
G. Sludge Depth to be
Removed for Compliance
'
d. Sludge Volume to be
Removed (gallons)
IP,
L v o
e. Sludge PAN
S.
(lbs11000 gal)
f Z r1
f. Liquid PAN
(lbs/1000 gal)
g. PAN of Sludge (lbs)
(d x e )11000
Compliance Timeframes: S�,e- e v f -57%4,7 ,Q ,

NARRATIVE: Use this section to describe the methods) that will be used to lower the sludge
depth. If microbe use is planned, specify the.product to be used.
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.
Faci ity Owner/Manager (print)
ky--"
Facility O ner/Manager (sig ature)
aF1�-
Phone: -
Date:
Return this form to:
17r'f

oaQ� w a r�9p�
August 14, 2009
Mr. Larry Naylor
2901 Church Rd
Clinton NC 28328
Larry Naylor Farm
AWS820595
Inspection Clarification
Dear Mr. Naylor:
Beverly Eaves Perdue
Governor
Dee Freeman
Secretary
North Carolina Department of Environment and )Natural Resources
Coleen Sullins, Director
Division of Water Quality
On my inspection Tuesday August 11, 2009, 1 wrote the comment that either you should spray only within
your crop window of March I through September 30 for Coastal Bermuda or get your Waste Plan modified. Danny
Edwards, of Division of Soil and Water Conservation, informed me today that you cannot get the crop window
extended. While it is true that plans exist which include October, these are older plans which were "grandfathered
in", The September end of spray season has been in place for several years, as set by the 1217 Guidance
Committee. In the future, either please stop spraying your Bermuda at the end of September or credit that PAN
towards the next overseed crop. Since many producers come close to using up their PAN on the winter crop, please
pay careful attention to the length of irrigation times and N values of Waste Analyses if you log it under overseed.
Either way, it is a good idea to pump down your lagoon as far as allowed before getting into the winter rainy
season.
Please note that spraying outside the crop window can result in a Notice of Deficiency, Notice of Violation,
or penalty. Also, note that the Waste Plan dates as written already includes the 30 -day window ahead of crop
establishment
Sorry for any possible confusion. Please call me at [phone] if you have any questions.
Joan Schneier
7rronmnZen"tal Specialist
one
rthCarolina
Natum!!y
North Carolina DWQ/Aquifer Protection Section 225 Green SO Suite 714 Fayetteville, NC 28301 Phone [phone]
FAX [phone] Internet: h2o,enr,5tate.nc.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% ftecycledl10% Post Consumer Paper

August 11, 2008
Larry Naylor
Larry Naylor Farm
2901 Church Rd
Clinton, NC 28328
Subject. Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition III.19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4 -foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
Ow
rthCarolina
Aduraf y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]--)l
Internet: www,ncwateraualitv.ars Location: 2726 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (9[9)715-6048
An Equal Opportun4/Affinna*e Acbm Employer— 50% Regcedl10% Post Consumer Paper
vNArF'i
{ 6
Michael F. Easley. Governor
WiWarn,
AUG., 3
G. Ross 1r.. Secretary
North Carolina Depamnm of Environment and Natural Resources
O
Coleen H. Sullins Director Division of water Quality
August 11, 2008
Larry Naylor
Larry Naylor Farm
2901 Church Rd
Clinton, NC 28328
Subject. Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition III.19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4 -foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
Ow
rthCarolina
Aduraf y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]--)l
Internet: www,ncwateraualitv.ars Location: 2726 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (9[9)715-6048
An Equal Opportun4/Affinna*e Acbm Employer— 50% Regcedl10% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS820595

IRRIGATION EQUIPMENT
F FLOW METER
FIELD CALIBRATION
i
ILOCATIO`:
i
'DATE OF FIELD CALIBRATION:
FLOW NIETER SERIAL NUMBER
7-��ffl
I-,-
a:
phone: 11 iv - a��,�-y—,?8z 8
FEEL/GUN/SPRINKLER MAKE AND MODEL:
see reverse for solid set system)
EASURED RING SIZE (from irrigation design): 1.21 inches(/. a g z r )
ring within .01" of expected manufacturer size? /rA�•+ar"v
not, ring must be replaced. C
PRESSURE READINGS AT PUMP: psi (optional)
AT REEL: psi (optional)
AT GUN: S psi (required)
FLOW RATE (GPM) EXPECTED: o?S«9pm
(from manufacturers chart MEASURED:
and flow meter readout) VARIANCE: .0% V'f�'r'
NETTED DIAMETER (ft) EXPECTED: -Z32-ft
(see wettable acres determination MEASURED: 00ft
for expected diameter) VARIANCE: /,P%
If wetted diameter is greater than 15% or flow rate variance is greater than 10%,
contact a Certified Technical Specialist or irrigation specialist for assistance.
And/or Explain findings:
CALIBRATOR: --
T (print name) (signature) r!
Phone: %
NCST%TV. C NIVERSITY
&Ts7%TF l NR FRSUN
COOPERATIVE
EXTENSION
- 1ldpin%Pr„pfr Pia A--fed�r r„ lPbrh

IRRIGATION EQUIPMENT
FLOW METER
FIELD CALIBRATION
ILOCATIO`: ��.,.ej:-
DATE OF FIELD CALIBRATION:
-.7 3 yy-
phone: _ 1 o -- 8,2B
FLOW METER SERIAL NWvIBER: xml
REEL/GUN/SPRINKLER MAKE AND MODEL:%�-'e�✓ (C's�:: o-3vx
(see reverse for solid set system)
MEASURED RING SIZE (from irrigation design): inches (/.,2-'0)
Is ring within .01" of expected manufacturer size? CXC+stia�=
If not, ring must be replaced.
PRESSURE READINGS AT PUMP: psi (optional)
AT REEL: s! (optional)
AT GUN: Psi (required)
FLOW RATE (GPINI) EXPECTED: v?6-J-gym
(from manufacturers chart MEASURED: ro i 94Q�
and flow meter readout) VARIANCE: eo % Vf/¢4:—
WETTED DIAMETER (ft)
(see wettable acres determination
expected diameter)
EXPECTED: J'?7.ft
MEASURED: .? g 6 ft
VARIANCE: /,;t, ,%
f wetted diameter is greater than 15% or low rate variance is greater than 10%,
ontact a Certified Technical Specialist or irrigation specialist for assistance.
Ind/or Explain findings;
t
'CALIBRATOR:
Phone:
(print name)
(signature)
NCSTATE UNIVERSITY
i,&'rtiT:Li*F 1'\�'Eksrn
COOPERATIVE
EXTENSION
llefpen,, Pevle rut Anr.niul;,r tr, IV -A
- RECEIVED'
AUG - 5 2Q0�
���;�-FA`I'E!TFVII.LFRE[xil7NiAlO�F1Gi;. 1

Michael F_ Easley, Governor
William G. [toss Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 , : J70
Larry A Naylor
Larry Naylor Farm JUN 2 7 201 h
2901 Church Rd
Clinton, NC 28328 t 7 "., f RE'17'VALCFFCE
Subject: Certificate of Coverage No. AWS820595
Larry Naylor Farm
Animal Waste Management System
Sampson County
Dear Larry A Naylor:
In accordance with your application received on 20 -Feb -07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Larry A Naylor, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Larry Naylor Farm, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 3672 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility, the one-year extension
in Condition II1.19 does not apply.
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. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pa
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualir ..= Location: 2728 Capital Boulevard
An Equal Dpportun4iAffirmaWe Action Employer— 50% Recycied/M Post Consumer Paper
N nhCawlina
lVaturattry
Raleigh. NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site-specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upori abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 -foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
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.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division 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 permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H_ Sullins
Enclosures (General Permit AWG 100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820595

December 1, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E. Director
Division of Water Quality
CERTIFIED MAIL RECEIVED
RETURN RECEIPT REOUESTED
Larry A Naylor oEC 0 6
Larry Naylor Farm
2901 Church Rd Loop-FAYETT1:�wmMORIfE
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.ew.state.nc.us/aps/afouldownloads.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 one of these two tyl2es of general permits, yQu must submit an application for permit
covers - e to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Ex irin
NPDES General Permit.' The aimlication form must be completed and returned by January 2 2007. Please noteyou must include
two 2 conies of iDur 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 draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
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 - 820595
Premium Standard Farms Of North Carolina Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwat uatiry,org Location: 2728 Capital Boulevard
An Equal OpporiunitylAffimrative Action Employer— 50% Recycledll0% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
tla
Carolina
(9 19) .11ralibr
[phone]
[phone]
[phone]

D
WA
Q
Michael F. Easley, Governor
William G Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
April 24, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Larry Naylor
2901 Church Road
Clinton, NC 28328
Re: Request for Information
Sludge Survey Report
Larry Naylor Farm
NCA282595
Sampson County
Dear Larry Naylor:
Alan W. Klimek, P -E. Director
Division of Water Quality
Your Animal Waste Management General NPDES Permit contains a condition
that addresses the sludge survey requirement for the lagoon(s) at your animal
feeding operation.
Your NPDES Permit Number NCA282595 Condition 111. 16, on page 10 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct
a survey of the sludge accumulation in all lagoons within one (1) year of receiving
the COC and every year thereafter. This survey shall include but not be limited to
a sketch showing the depth of sludge in the various locations within each lagoon.
This survey shall be submitted as part of the facility's annual report in the year it
was conducted..."
Our records indicate that the Division has not received the sludge survey results
for the year 2005 from your facility and your facility had not previously exempted
based on prior surveys. The form was due March 1, 2006. To avoid possible
enforcement action for a violation of your permit, please submit the results within
thirty (30) days of receipt of this letter to the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section 1636 Mail Service Center
Intemet; www.ncwaterquality om Location: 2728 Capital Boulevard
An Equal OpportuniiylAifirrnative Anion Employer— 50% Recycled110% Post Consumer Paper
to
Carolina
Rurally
Raleigh, NC 27699-1636 Tclephonc [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Larry Naylor
Page 2
4/24/2046
Please be advised that nothing in this letter should be taken as removing from you
the responsibility or liability for failure to comply with any State Rule, State
Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact
me at [phone].
Sincerely
Stephen arnhardt
Fayetteville Regional Office
cc: File 82-595
APS Central Files

Appendix 3. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number 4,0,C& Y •V�y to !,%]
B. Lagoon Identification _ff Z -- rl lr
C. Person(s) taking Measurements
D. Date of Measuren= s _ _ / 2-� / G Z".)
E. Methods/Devices Used for Measurement of.
a. Distance from the lagoon liquid surface to the top of the sludge layer.
D t_ AV 7-11 SoAle -f 4
b. Distance from the lagoon liqui urface to the bottom (soil) of lagoon:
c_ Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): .2. 9' (acres)
(Drain sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
RECEIVED
ED i U K.J3
-FAYEREMLLE REGIONAL OFRCE
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre,? - Ygk-acres x 6 = /6 , with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intantection points that match
most closoly with the estimalcd number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H.
Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I.
At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
8 y J,
J.
Determine distance from Maximum Liquid Level to Minimum Liquid Level:
,2. 0
(Determine from Plan or other lagoon reeards)
IC
Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level:
./Cs—
/./0)—
L.
L.
Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
g . c / ]—
M. Record from 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): S..2 C 2—
N. Record Isom sludge survey data sheet the average thickness of the sludge layer: � . 7 )r�
O_ Calculate the thickness of the existing Liquid Treatment Zone (Item M —Item K);
(Note: If Item D is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information_)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
laeoon with uniform side slope.
Completed 'n}'; } /9rr/ /S�.s Datt:
Print Nance Signature
13

endix A. Sludge Survey Data Sheet
Lagoon Identification:
Sludge Survey Data Sheet /OZ b 2
CDmpleted by: 'IDA.ci/�.9�Date: ! 2116 C
Print Name Signature Ij
(A)
Grid
Point
No.
()
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to laPDon bottom soil
ic} - (a)
thickness of.sludge
layer
Ft. & inches IFeet {tenths
Ft. inches Feet tenths
Ft. & inches IFeet (tenths)
t
7.3
.3
/.015
3
'g
8.Q2.
f'.Z�
4
6.0Z-
, 6 2--
5
3.6
7-77
`AU Grid points and correstiandina dodge 12'Uer `thicltiness must be showj3 on a sjetch
attached to this Sludge Surae`- Data Sheet.
See App°nch-v 6 fof conversion Lrom Inches to tenths of feet.

09cIc ArO ;
.2. e o
S,nsslelE 3
1 ` t-ra
If c'r44 / r` w Bb
(� a J,
GG y7 1,7 7 67 e.7 47 67 70
S�-
r �
11. ! •
ISS ,} Iy► fs f
i r
r
a 7
r
47 r �� r , �
G7 i7 r f.% � '70
boy
s
�8
G7f
47
to '� .'D �!a - �c r �S •
S L u {� G tr i 1i•'C,F.ciC�sf C ��

FPC1M : L ds^r y Nay 1 or
'-
., , ! AM ,MAL F
' Ccrdficate of Coverage or Permit N
Facility Name (as shown on Ccrtific
r
1•
FAX NO. :91OSG42922
I � 9
ITY ANNUAL CERA
u,5 ty -
i1��1i �
overage or Permit} 4- a
Operator in Charge for this Facility
r
z Land application of animal waste as alloovil� by the ahovc permit occurred dl
NO. If NO, sldp Part I and Part 16 nd proceed to the certitieati€tn, i!
land applied, please attach an explanation ton how elle animal waste was hand
PaatY : Fa►cbll�r 1[rtfot>t�tiwoa: � I�k ! E
1. 'Total number of application Fields 0I 'Pulls F3 -f please check the
Mamgernent Plan (CAWMP)• Total Useable Acre
t,
2. Total number of Fields Q.or Pulls liasv check the a
pprvprlatc box) a
the year, Total fA an which waste was applied
I �3. Total pounds of Plant Available Ni I> (PAN) applied during the yc i
-s-s-". �i�! SII Ir
. ]; k 1. � '} .I • k - i fE
4. Total pounds ofPlani A''vailable,i Nii Il, g (PAIS alli led to be land pp
..Permit:
S. Estimated amount of total manure, �i
and process wastewater Bald nra�
during the year t { tons 0 or gallons 0 (please'c
G. Annual average number of animalsbj►l a at this facility during the
3l�
7. Largest and smallest number of "IN, type at this facility at any, tme-1
Largest lk{'t E
Smallest I llsi'{�
(Thr; c numbers are for informational purposes only since the only i
facility ;s therm
aual average numbers) {; E
a 8. Facility's Integrator if applicable:
gairtYlLFacill ty StBtus!
IF THE ANSWER TO ANY STATEM
'! �TQ WHY n4E`FACILITY WAS NOT
RRECTTVE ACTION•TAKEN ORI
COMPLIANCE.
t ,
1. Only animal.wacte generated at this
i the past calendar year.
1
ELOW 1S "No", PLEAS&PR t!'
n LA.W, THE DATES OF AN
SED TU BE TAKEN TOB
' 1
was applied to the pefivirl stir
Tt
,a
I-
,t ,
ri tri F i
3u 1. 12
I36AM P1.
MON FORM
Year koaT—
� I
t�
i6ition
,rthe past calendar y r r�YES
if animal waste was�enerated but not
box) in the Certified mal Waste
3ved in the CAWMP '
reel Iauzd application �cCurred during
11 application sites:
muaUy by the CA' and the
to other persons an - tit3= off site '
tvc app�iate hox) -• .
during the previous year
on the number of ani—Als at the f
!
I X'WRTITEN DL110N AS'
J COMPLIANCE, =EX.PLAIN
-us FAc TTY HACK INTO
ing I�Yes ❑ No
' t

� E
FROM :LarryNaylor , FAX NO. :9105642829 + Jul. 12 2006 04:37AM P2
AL
Z. The facility was operated in s that there was no direct nm •'of waste from � C3�I'cs ❑ No
• iFt •tE:f ,
the facility (including the housesI:T gaorrs/stungc ponds and thc;a iias�ion sites) during
' the past calendar year.
3. There was no discharge of waste urface wateir from this faci ity tuI g the past � � e IS ` ❑ ' No
calendar year.
4. Them was no freeboard viola4v_n any Iagoons or storage Pon6'at,. +' facility during Er -Yes 0 No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility than the Bees 0 No
..• p
levels specified in this facility's, X*W during the past calendar ear_
6. Ali land appliraraon equipment vvas cal ilxated at least once dtaing p85i cafersciar year. er-Yes a No
7. Sludge accumulation in all la�did not exceed the volume foil
'lagoon : 9 -Yes ❑ No ,
was designed or reduce the hgaa i minimum treatment valttma' to the Voluffm
for which the lagoon was design
8. A copy of the Anrnzal Sludge; ey Form fur this facility is�a tacked to this CeartM 13"Yes ❑ No i
9. Annual suits analysis were pail on each field receiving anima t
tri t o during the , -# Yes 0 No
past calendar year_
li 10. Soil pH was maintained as ed in the Paudt during the ast calendax Xea? S -Yes ❑' No {
#f 11. All required monitoring and 3 was performed in accardance the facility°s G-Yos u7 -ND' '
perr it duziAg the past calendar;"
12_ All operations and maintenexieel � I is in the permit wire Corrf'Lc�# with during iS'Yes 0 NO'
the past Dalai radar year or, in thoi ,E f a deviation, prior autho3rin;was received t
:I from the Division of Water Quafh
€ 13- Crops as specified in rhe CA ,u i maintained during the past c�iaryear on all � "cs El No
site$ receiving ananal wsstc an"d Is grown were removed iiccwith i ..
the facility's pemlit,
14. All buffer requirements as spccifr the permit and the CA.c facility were t3`Yes ut ❑ N0:e
aintained during each ari
pplicati; ariixnal W ste dung the pa �ta*�d *year_
m
"I Certify under penalty of law that this document and all attachments were. paeed under my direa on or supervision
in accordance with a sysreim esigncd bo E sure that qualified personnel ui fly gather and mraluatc information
submitted. Based on my inquiry of the person or persons who manage the or dxw parsons d fly responsible
for gadma ing the information, the infott�'>�ition submitted is, to the bestof ovirlcd� mild beheta e, accurate, and
amcomplete. T aaware that there are signi�ficatzt penalties far submittin fol ht A taon "iticluding a possibility of ,
fines and finprisonnrent for knowingvi talions." " c lr} •' ,
Pere isi amt andTitle
irk{r
f1 i{E ti: 4 I�! ' :l�h 1 ' �F I�t'awj� l •, f. � i -+ .Yuri
01
1 S1gA8iilr>+ o Crmittee ' s ; � � ,
r
I r I _ II •
Signatu ry oPOpexatur in Ch ' I Date
(if dif%r=t from Permittee) �� t,i i
i .

fill l E} �
r• r� i
I MEMORY TRANSMI SS I ON SPORT 1
f1 + TIME JUL-13- 006 09:35AM1
i j fI' TEL NUMBER
1! NAME 1 �'
FILE NUMBER # i 1231 # I
DATE JUL -I13 7pp34AM1
t TO 19197} B8
r i
DOCUMENT RAGES 002 :'
START TIME JUL-1'3 ;09:34AM1 1.
END TIME JUL-1,3!40 35AM
SENT PAGES 002{f`
STATUS OK
F { LE N1JIIBER 123 * * * SUCCESSFUL T
! t ��j Sul. 53�C 124 - P
7.7
i. �J , = 1 LFA ITY Ai�T7V;JAL C�Yi 774N xrcpxzTK
�' I I ( I -
(i +' C.G,rT3faa�ewofe7n�,ieraLrs ea• FParra:t �� W `� # �� �� .•.•. �s�--.� Vo.a eao;sr '
I } I 1
I Fr;oifiiy 1�Iaisn�s (mss nk.aw oma G'cx�Ls-!e o�verh� or Pnrxnit7
k I, I z
1 t Qpcm-amr ilm CRtat•ge r[ti thi's Fi� e'.a. r- y+ ! 'i li � eestiou� Yi� �•f '' .
iJasad �appiie:tim. of sr imnl —ske ell = by ttac w]savc yyrsnic eccl+h sLo cavaPL.2—
TSO. 1£NC>, aldlp Pass C ena 2"wn 'jlthQ p:�c� td stta GS.aI"Ll liCa,tf�tk. ifnxtt waste
vw 9230was lttd intik riot J
1 lawtd a;rpliad. 1�lsnee nteaae7t an c gpooK WAH >aaaia:ksl mtkste= �.rta 1j
k pry • = R�ciftcP� il• Jr , T
iormaeieo: : L I
1 . "Total at:mb� of sppR:aaaciar� Fialdi t . { 'x--Ila Friona-tsecic t. m ttza Cc uft Wasca
' TriattaaBtsramat Plan [CAWMY)c � It � �. -Tommi ua�lcalc ,%,1 itt tlae cA j- '
2, Tetai asa�b� o£Fields C] yr Pu11e chnc5c t'tt� :lxprvpsiata 6oscl1�1 _ -,,Loa ipp7 eurcstd Qgy'ip8
f7ta ]rasr'[ '%tal i ail —3uc-h 'Wa.scc was appllsd' f -
.:_ I 3- Tota] pounds of plant Avar-ial►ic IW41 (PAiri -p"l i-d during t'F.s: ' it afsylicatim ¢:ran: .
I14 1 _
11 '�' j 4. ToeaI avamdv O>t'Plaas Aralf7ab7�I 11
ii ]-p4R1di ,'� QPAN7 alle�rd to to-- Inrt•d dPD uaJtly try t7aa CA ectad tJtze
3. $.etimR>,ao avv,t aF kassa aiamae. 7 J urtd 1 -.
p�raorwaasmwsl4:r geld m aeras Dcrso� t+alacn am sift. ,
I � � 1 G
!. Qttt-isig tLe yaltr totiJ,: o ca• railcatta 2] Cpicaicel a ayrpa-er�e-i:ae .
t 6_ A t.#.L ava!'a�pr ea�af�rbar 4Faa»�rl#'_ rt kkais fw lucy daai*+g siEy.a .: ',
_ � j: it Ii i�� •� !
7- 1-&.jp k stad asnall-et near o£ s:airna ---,.may type ar 0,is fico ility et 771,
� ` datzillk6 t !- yruvt
6trval HJ.q�?: i; I t: I � �• 1:i :- r �
('i"l+as•tt ntpsabors are Ab ia�$ sas l
osaY siato� utO 4sfaY I • . osa tlK xmwwabo� .2 111,10
rlooility is 42moo A+auitl r vcrgao aft
i JJR_ 1=scillty�s 7sa waraaar irmxw!1Comsli:=4 �- ' 1 , -
�..''Ii1IT4 - r .
la's
�_ •� • Ti�w �i�PS1`i'Ttt7 17�I�r A,6'
J 'e1�0 w�i7l 'I73R-F - W X3't3 L.XA:�'. T7iii D1.'!'E23 OF .. r
! IGQELRL°C7`YVEL �Ti�'.TAak SY] T'O BS-rAV0p:K
j ..� •.1_ rS+say,sw_��J. wrsLa asis�stad rt tP.� i wws applied tc. H7� Aa.rnn� a
�I + �' � alP� ..asljrsdar YeaF•.- I 1 'J!# 1 III � �, }Y1
I.
rn

fxe•AP3
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Larry Naylor Finishing
Larry Naylor
2901 Church Road
Clinton, NC 28328
[phone]
06-26-2003
This plan has been developed by:
Greer Moore
District Soil & Water CoervatCEIVEQ
84 County Complex Rd JAN 0 4 2007
Clinton, NC 28328
[phone] aBR -FAYEMtLE REG ONAi OFRCE
A�
Developer Signature RECEIVED I DENR I DWQ
AQUIFER PROTECTION SECTION
Type of Plan: Nitrogen Only with Manure Only ,SAN 0 2 2007
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: M-C'LL-IP-�? /, -P 3 _
Technical Specialist Signature Date
265378
Database Version 2.0
--- -------------------------------------------------- -
Date Printed: 06-26-2003 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year
by a 3,672 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7840
Incorporated
13464
Injected
14828
Irrigated
8522
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
I Volume Surplus/Deficit
(Gallons)
Year 1
9,068.22
3,622,220
-218,276
- - - --------------------------------------------------------------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
265378 Database Version 2.0 Date Printed: 06-26-2003 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crap in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (Ll)
Soil Series
Crop Sequence
RYE
14665
Pun 1
3.33
3.33
NIA
Wagram
Small gain Overseed
1.0 Tans
Zone.
High potential to contribute to soluble
Nutrient Management (5913) should be planned. Other conservation practices that
Hybrid Bermudapm Hay
5.5 Tons
10665
Pull 2
3.17
3.17
NtA
Wagn.
Small Grain CKwswd
1.0 Tons
Strips (393) and Riparian Forest BuMrs (391).
Hybrid B=mw1agrast Hay
5.5 Tons
10665
Pull 3
3.48
3.48
NIA
WaMun
Srr2l Grain Overseed
1.0 Tons
Hybrid Bernurdagnas Hay
5S Tons
10665
Pull 4
3.28
3.28
NIA
lNerfolk
$mail Grain Ove sced
1.0 Tans
Hybrid Bennudagtass Hay
6.5 Tons
10665
Pun 5
5.401
5.40
N/A
Naffolk
Small Grain Overseed
1.0 Tons
Hybrid Barividagsss Hay
6.5 Tons
10665
Pull 6
NIA lNorfofk
Small Gram Ovaseed
I.0 Tons
:fft-921
Hybrid Berniudagraw Hay
6.5 Tons
PLAN TOTALS: 23.58 2358
Ll
Potential Leaching
Technical Guidance
Low
w potential to contribute to soluble
None
nutrient leaching below the root zone
�= 2
oderate potential to contnbute to
Nutrient Management (590) should be planted_
<= 10soluble
nutrient leaching below the root
Zone.
High potential to contribute to soluble
Nutrient Management (5913) should be planned. Other conservation practices that
utriem leaching below the root zone,
improve the sails available water holding capacity and improve nutrient use efficiency
10
should be considered. Examples are Cover Crops (340) to scavengenutrieats, Sod -Based
Rotations (328), Long -Term No -n1(778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest BuMrs (391).

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
upland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
d proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
herby -products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste thatwill be applied on each field in
Jer to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
-luded in the table to ensure that the plan adequately provides for the.utilization of the manure generated by the operation.
p.1�Y
act
V�llf p•1V■1
Field
ipYlY
Source
ID
Soil Series
Total
Acres
Use.
I Acres
Year
Crop
L
RYE
Applin
Period
itrogen
PA
Nutrient
RegU
abs/A)
Cam
Feit,
Nutrient
Applied
Obs/A)
Res,
Obs/A)
Appfic.
Method
Manure
PA
Nutrient
Applied
OWA)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
p11A
Tons
1000 gals
tons
i65
Pull i
S7
Wagram
3.33
3.33
Small Grain Overseed
1.0 Tons
1011-3131
*100
0
0
Irrig.
100
39.94
0.
133.01
0.00
S65
Pull l
S7
Wagrarn
3.33
3.33
Hybrid Bermudagrass Hay
5.5 Tons
311-9130
269
0
0
Irrig.
269
101.45
0.00
357.81
0.00
565
Pull 2
S7
lWagram
3.17
3.17
Small Grain Overseed
1.0 Tons
1011-3131
*100
0
0
Inig,
100
39.941
0.00
126.62
0.00
S65
Pull 2
S7
Wagram
3.17
3.17
Hybrid Bermudograss Hay
5.5 Tone
3/1-9130
269
0
0
Irrig,
269
107.45
0.00
340.62
0.00
565
Pull 3
S7
Wagram
3.48
3.48
Small Grain Overseed
1.0 Tons
1011-3/31
*100
0
0
Irrig.
100
39.94
0.00
139.01
0.00
565
Pull 3
S7
Wagram
3.48
3.48
Hybrid Batmudagroae Ha
5.5 Iona
311-9130
269
0
Q
brig.
269
107.45
OA
373.93
0.00
565
Pull 4
S7
Norfolk
3.28
3.28
Small Grain Overseed
1.0 Tons
1011-3131
0100
0
0
-irrig.
100
39.94
0.00
131.02
0.
565
Pull 4
S7
Norfolk
3.28
3.28
Hybrid Bermudagrass Hay
6.5 Tons
311-9130
296
0
0
Irrig.
296
118.24
0.
387.81
0.00
665
Pull 5
S7
Norfolk
5.40
5.40
Small Chain Overseed
1.0 Tons
1011-3131
*100
0
0
Irrig.
100
39.94
0.00
215.70
0.0
665
Pull S
S7
Norfolk
5.40
5.40
Hybrid Bermudogross Hay
6.5 Tons
311-9130
296
- 0
0
brig.
29
118.24
0.00
638.47
0.
665
Pull 6
S7
Norfolk
4.92
4.92Small
Grain Overaccd
1.0 Tons
10/1-3131
1 "100
0
0
Irrig.
100
39.94
0.00
196.53
0.
665
Pull 6
S7
Norfolk
4.92
4.92
Hybrid Bermudagress Hay
6.5 Tons
311-9130
296
0
0
Irrig,
29
118.24
O.q
581.71
0.
265378 Database Version 2.0 Date Printed: 6/26/03 WUT Page i of 2

Naete Utilizatinn Tahle
Nitrogen Ctmm Res.
Manure
Liquid Solid
Liquid
Solid
PA Fent, (IWA)
PA
ManureA Manure
Manure
Manurs
Nutrient Nutrient
Nutrient
pplied Applied
Applied
Applied
Rcq'd Appliad
Applied
(a=) (arts)
(Field)
(Field)
OWA) OWA)
1000 gals
tans
5oures Total Use. ' Applic. Apptic 1000
Pratt Field 117 Soil Series Acres Acres CMp RYE Period 1 N N N Method IV gallA Tons
3,622.22
3.403.0-411
-218.2
0.
0.
0.
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol " means user entered data.
265378 Database Version 2.0 Date Printed: 6126103 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must applyat a rate Haat will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field pray receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
{mchesAour)
Application Amount
('orches)
10665
Pun 1
WagMM
0.60
1.0
10665
Pull
Wagram
0.60
1.0
10665
Pull3
Wagrarn
0.60
1.0
10665
Pull
Norfolk
0.50
1.0
10665
Pull S
Vorfolk
0.50
1.0
10665
Pull
orfolk
0.50
1.0

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and.application of the effluent. At
clean out, this material roust be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Main=
PA -N Rate
Ib/ac
Maxirn3r+ Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accunndation
Minirraim Acres
10 Years Accunmlation
Minimum Acres
15 Years Acs mu.Mhon
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
46.03
92.07
138.10
Hay 6 ton R Y.H.
300
26.32
23.02
46.03
64-05
Soybean 40 bu
160
14.04
43.16
86.31
129-47
------- —--------------------------- ------------------ ------------------------------------------------------------------- -- ---------------------------
265378 Database Version 2.0 Date Printed: 06-26-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to aero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
AvailahiP Wnctf-Rtnrace C_anarity
Source Name Swine Feeder -Finish Lagoon Li old
Des' Storage Capacity (Days)
Start Date 19130
180
Plan Year Month
Available Storage Capacity (Days) '
I
1
112
1
2
104
1
3
128
1
4
127
1
5
153
1
6
180
1
7
180
i
8
178
1
9
177
1
10
166
1
11
150
1
12
129
' Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------•---------------------- -----------------------------
265378 Database Version 2.0 Date Printed: 06-26-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach, surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Pian when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
--- -----------------------
265378 Database Versiou 2.0 Date Prh tad 6126103 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
1.2. 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.
------------------------ ------ -------------------------------------------- ------- ---------- ---- ------------ -- ------- ------ -- -- -
265378 Database Vmion 2.0 Date Printed: 6/25/03 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
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.
- -------------------------------------------------- ------------------,-----------------------------------------------------------------------
265378 Database Version 2.0 Date Printed: 6/26/03 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be -tested .
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
- -53 7-7-8 --------------------------------- -------------------- __----------------------------------------- ---- —--------
26Database Version 2.0 Date Printed: 6/26/03 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 4, Pull 5, Pull 6
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained_
Adaptation: Well -adapted
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year is split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 1, Pull 2, Pull 3
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
265378 Database Version 2.0 Date Printed: 06-26-2003 Crop Note Page 1 of 2

The following crop note applies to field(s): Pull 4, Pull 5, Pu116
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15 -October 30; and rye from
October 15 -November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till- Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 112" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil gest can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): Pull 1, Pull 2, Pull 3
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15 -October 30; and rye from
October 15 -November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Oficial Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
---------------------------------------------------------- ------ ----
------------------------------------
265378 Database Version 2.0 Date Printed: 06-26-2003 Crop Note Page 2 of 2

Nutrient Management Plan For Animal Waste
This plan has been prepared for:
Larry Naylor Finishing
Larry Naylor
2901 Church Road
Clinton, NC 28328
[phone]
06-26-2003
This plan has been
��-sass
Fko
APR a B 209
Greer Moore
District Soil & Water Conservation
84 County Complex Rd
Clinton, NC 28328
[phone]
25VAa ffmeiz -
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
1(we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. f have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: -A.//t- 7V -f IP' -P3
Technical Specialist Signature Date
--- ------------------------------------------------ -----
265378 Database Version 2.0
- --- - -- - - -------------------------------
Date Printed: 06-26-2003 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Conunerciai Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year
by a 3,672 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7840
Incorporated
13464
Injected
14828
Irrigated
8522
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year l
9,068.22
3,622,220
-218,276,
- ----------- ---- ---------------- --------- ------------ -------------•----------- - - -
Noce: In source ID, S paeans standard source, U runs user defined source.
265378 Database Version 2.0 Date Printed_ 06-26-2003 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (I,I)
Soil Series
Crop Sequence
RYE
10665
Pull 1
3.33
3.33
NIA
Wagrum
Small Grain Overmeed
1.0 Tons
ne_
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
Hybrid Bermudagrass [lay
5.5 Tons
10665
Pull 2
3.17
3.17
NIA
Wagram
Small Grain Overseed
1.0 Tons
Strips (393) and Riparian Forest Buffers (391).
Hybrid Bermudagrass Nay
5.5 Tons
10665
Pull 3
3.4$
3.48
NIR
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
10665
Pull 4
3.28
3.28
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bcrmudagrass Hay
6.5 Tons
10665
Pull 5
5.401
5.40
NIA
Norfolk
Small Grain Oversced
1.0 Tons
Hybrid Bcrmudagrasss Hay
6.5 Tons
10665
Pull 6
4.92
4.92
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 23.58 23.58
LI
Potential Leaching
Technical Guidance
Low
w potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &Moderate
potential to contribute to
Nutrient Management (590) should be planned.
<— 10
soluble nutrient leaching below the root
ne_
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient teaching below the root zone,
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -Term IVo-'Fill (778), and edge -of --field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
265378 Database version 2.0 Date Printed 6126103
_ _ ----X" PCs Page 1 of
._� _._ __..,]-t..a.. t zea ,I . �4 J ��•�r� e�;ssa �.; s t� _ 11

The -Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The pian requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that wil I be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
[D
Soil Serics
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
itrogen
PA
Nutrient
Req*d
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Appbe,
Metk>d
Manure
PA
Nutrient
Applied
(lbs/A)
Licpid
ManumA
pphd
(aero)
Solid
Manure
Applied
(a=)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gaUA
Tons
1000 gals
tons
10665
1 Pull 1
S7
Wagram
3.33
3.33
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
brig,
100
34.44
0.00
133,41
0.00
10665
Pull I
S7
Wagmm
3.33
3.33
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
4
0
Brig.
269
107.45
0.00
357.81
0.00
10665
Pull 2
S7
Wagram
3.17
3.17
Small Grain Ovenseed
l.0 Tons
!0/1-3131
*100
0
0
Brig.
100
39.94
0.00
126.62
0.00
10665
Pull 2
S7
Wagram
3.17
3.17
Hybrid Bemudagrass Hay
5.5 Tons
311-9134
269
0
0
Irrig.
269
107.451
0.00
340.62
0.00
10665
Pull 3
S7
Wagmrn
3.48
3.48
small Grain Oversced
1.0 Tons
1011-3131
*100
0
0
Irrig.
100
39.94
0.00
139.01
0.00
10665
Pull 3
S7
Wagram
3.48
3.48
Hybrid Dermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Brig.
269
107.45
0.00
373.93
0.00
10665
Pull 4
S7
Norfolk
3.28
3.28
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
131.02
0.00
-14665
Pull 4
S7
Norfolk
3.28
3.28
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296,118.24
0.00
387.81
0.00
10665
Pull 5
S7
Norfolk
5.40
5.40
Small Gnsin Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig,
100
39.94
0.00
215.70
0.00
10665
Pull 5
S7
Norfolk
5.40
5.40
Hybrid Bermudagmss May
6.5 Tons
3/1-9130
296
0
0
brig.
296
118.24
0.00
638.47
0.00
10665
Pu116
S7
orUk
4.92
4.92
Small Grain Overseed
I.0 Tons
10/1-3131
*100
0
0
Irrig.
100j
39,94
0.00
196.53
0.00
10665
Pull 6
S7
orfolk
4.92
4.92
Hybrid Bermudagrass Hay
6.5 Tons
3/1.9/30
296
0
0
[Trig.
J 2961__1
18.24
0.00
581.71
0.00
µ
265378 -
Database Version 2.0
Date Printed; 6/26/03
W,JTPage 1 of 2

Waste 11tiiiz2tien T9hie
Vawr 1
Tract
Field I
Source
ID
I Soil Series
Total
I Acres
use. '
Acres
I Crop
RYE
Applic
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res.
Obs/A)
Apphc.
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
ManumA
pplied
(sere)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
IDDD
gal/A
Tans
1000 gals
tans
3,622.22
3,403.94
-218.28
0.00
0.00
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
2. Symbol * rneans user entered data.
265378 Database Version 2.0 Date Printed: 6/26/03 WLJT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soi Is. if applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rats per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
Onchevbour)
Application Amount
(inches)
10665
Pull
Wagram
0.60
1.0
10665
Pu112
lWagram
0.60
1.0
10665
Pull
Wagram
0.60
1.0
10665
Pull
Norfolk
0.50
1.0
10665
Pulls
Norfolk
0.50
l.0
10665
Pull
Norfolk
0.50
1.0
265378
Database Version 2.0 Date Printed 6126103
iAF Page 1 of 1

K
The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is notpossibie, care should be taken not to load effluent application fields with:
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA -N Rate
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
46.03
92.07
138.10
Hay 6 ton R.Y.B.
300
26.32
23.02
46.03
69.05
Saybean 40 bu
160
14.04
43.16
86.31
119.47
-------------------------------------------------------------------•--------------:--------------------------------------------- ----------------------------------
265378
-------------------------------265378 Database Version 2.0 Date Printed. 06-26-2003 Sludge Page I of I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availnhle WaetP Ctnrave C'anacity
Source Name Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date 19/30
180
Plan Year
Month
Available Storage Capacity (Days) "
1
1
112
1
2
104
1
3
128
1
4
127
1
5
153
1
6
180
1
7
180
1
8
178
1
9
177
1
10
156
1
11
150
1
12
129
* Available Storage Capacity is calculated as of the end of each month.
---------------------•----------------- - -- -•---------------------••-•---------------------
265378 Database Version 2.0 Date Printed. 06-26-2003
Capacity Page 1 of I

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Larry Naylor
Larry Naylor Farm
348 Timothy Road
Dunn NC 28334
Dear Lary Naylor:
i lkf?W,A •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 5, 2001
FEB 13 2001
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Larry Naylor Farm
Facility Number 82-595
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Trent Allen on 5/4/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Allen the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. if you have any
questions please contact Trent Allen at [phone]. If within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System.
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWO will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certificabon. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
( z"-'t�Z-ZZz' '�"'
lv� . .0 -
Kerr T. Stevens
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
Murphy Family Farms

State of North Carolina
Department of Environment
and Natural Resources
Division of Water (duality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Larry Naylor
Larry Naylor Farm
348 Timothy Road
Dunn NC 28334
Dear Larry Naylor:
1 � •
NCDENFt
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
December 30, 1999
R E C E �_
FAME T TEVILE
REG. giziCE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 82-595
Sampson County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRI, IRR2, DRY], DRY2, DRY3, SLUR], SLUR2,
SLD 1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely,
, �� �' // 00�
—/Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
r Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Larry Naylor Farm
348 Timothy Rd
Dunn NC 28334
Attn: Larry A. Naylor
Dear Larry A. Naylor:
JW
NCDENR
NORTH CAROLINA DEPARTMENT Or
ENviRONMEA it c/ GES
March 11, 1999
MAR 15 1999
FAYMMPILLE
REG. OFFICE
Subject: Certificate of Coverage No. AWS820595
Larry Naylor Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on April 20, 1998, we are forwarding this Certificate of
Coverage (COC) issued to Larry Naylor, 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 Larry Naylor Farm, located in Sampson County, with an
animal capacity of no greater than 3672 Feeder to Finish 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.
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.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled[ 90% post -consumer paper

Certificate of Coverage AWS820595
Larry Naylor Farm
Page 2
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 Dianne Thomas at [phone] ext, 364.
Sincerely,
�(Cl
z
1i A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health_ Department
Fayetteville-Regional-0fficeWater Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
t iOepartment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 10, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Larry Naylor
Larry Naylor Farm
348 Timothy Rd
Dunn NC 28334
Farm Number: 82 - 595
Dear Larry Naylor:
RECEIVEED
MAR 1 5 1999
FAYETTEVLLE
REG. OA=F+CE
You are hereby notified that Larry Naylor Farm, in accordance with G. S. 143-215.1 OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Katharine Keaton at [phone]
extension 533 or Jeffery Brown with the Fayetteville Regional Office at [phone].
Sincerely, —
��. A. res ard, Jr., P_ .
cc: Permit File (w/o encl.)
Fayetteville Regional Office (w/o encl.)
P.Q. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM M_4 Y BE PHOTOCOPIED FOR USE 4S AN ORIGINAL)
General Permit - Existing Liquid 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 which 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: Larry Naylor Farm
1.2 Print Land Owner's name: Larry Naylor
1.3 Mailing address: 348 Timothy Rd
City, State: Dunn NC Zip: 28334
Telephone Number (include area code): e11Q .5(p'7 (o3 I :3 — — — —
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): On the west side of SR 1703 approx..3 miles north of
its intersection with SR 1814,
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): Murphy Family Farms
MutphytFamilytFarms
1.8 Date Facility Originally Began Operation: "1•�►..e 19 115
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 595 (facility number).
2.2 Operation Descrip nog no Swine operation
Feede to Finish
3672- Certified Design Capacity
Is the above information correct? yes; no. 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.
Type of Swine No. of Animals Type of Poultry No. of An imals 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 (# saw) 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 1126198 Page 1 of 4

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 29.3 ; Required Acreage (as listed in the AWMP): di• 3
2.4 Number of Lagoons: 1 ; Total Capacity: Cubic Feet (0); Required Capacity: (ft3)
Number of Storage Ponds: ; Total Capacity: (ft3); Re ui red Capacity: (0)2.5 Are subsurface drains present within 100' of any of the application fields? or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YESr O please circle one)
23 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N tandards, etc.) (Swine Only)
or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? lqt
What was the date that this facility's land application areas were sited?��
3. 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.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
L A
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;
id Ja
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:
3.3.1 The Waste Utilization Plan (WIT) 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 PAN 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.
3.3.1 l Emergency Action Plan.
3.3.12 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.
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal.
FORM; AWO-G-E 1128198 Page 2 of 4

Facility Number: 82 - 595
Facility Name: Larry Naylor Farm
4. APPLICANT'S CERTIFICATION:
f, L—A`L V r y 1 O,r (Land Owner's name listed in question 1.2), attest that
this application for Lo -.r Facility name listed in question 1.1)
has been reviewed by me and is accura and complete 1p the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that i all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Signature
Date �f-' !S`^ C3 'R
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I
(Manager's name listed in question l .6), attest that this
application for (Facility name listed in question i.1)
has been reviewed by me and is accurate and complete to the E7est 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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SEMI' TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1128198 Page 3 of 4

1=
R E
P e ,ninng

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste 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 proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
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 nutrients.
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 disking 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 worth Carolina" for guidance.)
*7. Licruid 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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
Cake up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Animal waste (other than swine waste from facilities sited on
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
or anter October 1, 3995), shall not be applied closer than 25
feet to perennial waters. (See Standard 393 - Filter Strips).
32. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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.
*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.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
*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 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 volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. zinc and copper levels in the soils 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. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste aonlication records shall be maintained for three (3)
years. +Waste application records for a!1 other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
*Liquid Systems
Page: 11

State of North Carofino
Deportme 't of Environment,
Health and Natural Resources rj*
Division of Environmental Management
James B. Hunt,.Jr., Governer
Jonathan B. Howes. Secretary
A. Preston Howard. Jr., P.E.. Director
CERTIFICATION ,QR NEW QR EXPAbIDED ANIMAL FBEDLOTS
INSTRUCTIOPIS FOR CERTIFICATION OF APPROVED ANIMAL. WASTE MANAGEME;IT PLANS FOR
NEW OR EXPANDED ANIMAL. WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
In order to be deemed permitted by the Division of Environmental Management
(DO.1), the owner of any new or expanded animal waste management system
constructed after January 1, 1.994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a signed
certification Form to DEM hefS2.re the new animals are stocked on the farm.
Pasture operations are exempt From the requirement to be certified.
100 head of cattle
75 horses
ZSo swine
1,000 sheep
30,000 birds with a liquid waste ayotem
The certification must be signed by the owner of the feedlot (and manager if
different from the owrner) and by any technical specialist designated by the Soil
and water Conservation Commission pursuant to ISA NCAC 6F .0001-.0005. A
technical specialist must verify by an on-site inspection that all applicable
design and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility may vary from time to time,
the design c:Lipacity of the waste handling system should be used to determine if
a farm is subject to the certification requirement. For example-, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
1992 (Title ISA NCAC 2H .0217).
�iir �i iiZ•i ti � i C•_3 : i Z�T:> ��
an the reverse side of this page is the certification form which must be
submitted to DEM before new animals are stocked on the Farm. Assistance in -
completing the form can be obtained ___ .i3�Q€=t}se—moo-
--__ _ - - �� - a -3an— x strict": - t1i-e `US1�A-Soil Conservat tan
Service, or the y.C. Cooperative Extension Service. The forts should be sent to:
Department of Environment, Health and blatural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O
Raleigh,
N.C. Bax
Raleigh, N.C. 27625-0535
Phone: [phone]
Steve W. Tedder, Chief
Water Quality Section
Form ID: ACN W0194 ------ -Dace.
P.O. Box 29535. Rdaigh. North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equcl Oppo(lunity Affirmative Accton Employer-rc%recyc,,ed/ 10%post-consumer pope(

WEIVED
APR 2 a
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW4)R EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management at1M-Dthe add ��s on VWPArse side of this
form_
Name of farm (Please print): Lany Naylor Farm
Address:. 3 `1'S ,,Wry - 41 /%uNN A/L zF 3 3 y
Phone No.: County. SamMn
Farm location: Latitude and longitude. 35 ° 09 78" / 780 24' 13 "(required). Also, please attach a copy of a county road
map with location identified. Type of operation (swine, layer, dairy, etc.): Swine
Design capacity (number of animals): 3672 Feeder to Rnish
Average size of operation (12 month population avg.): 3672
Average acreage needed for land application of waste (acres):
Technical Specialist Certification
As a technical speciarist designated by the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 6F .0005, 1 certify that the new or expanded animal waste management system as installed for the farm named
above has an animal waste management plan that meets the design, construction, operation and maintenance standards
and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service andfor the North
Carolina Soil and Water Conservation pursuant to 15A NCAC 2H .0217 and 15A NCAC 6F .0001-.0005. The following
elements and their corresponding minimum criteria have been verified by me or other designated technical speciarists and
are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage
ponds; waste storage capacity, adequate quantity and amount of land for waste utilization (or use of third party); access or
ownership of proper waste application equipment; schedule for timing of apprications; application rates; loading rates; and
the control of the discharge of pollutants from stormwaW runoff events less severe than the 25 -year, 24-hour storm.
Name of Technical Specialist (Please print): M. Kevin Weston
Affiliation: Murphy Fami�arms, Inc
Address (Agency): P. O. Box 759 Rose Hill, NC 2845.+8_ � � Phone No. [phone]
Signature: ;w Date: Z"
Owner/Manager Agreemerit
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 additional 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) also understand
that there must be no discharge of animal waste from this system to surface waters of the state either through a man-
made conveyance or through runoff from a storm event less severe than the 25 -year, 24-hour storm. The approved plan
will be filed at the farm and at the office of the local Soil and Water Conservation District-
Name
istrict
Name of Land Owner (Please Print: Larry Naylor
Name of Manager. if different from owner (Please Print):
Signature:
Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be
submitted to the Division of Environmental Management within 60 days of a title transfer.
DEM USE ONLY: ACNEVI/#

WASTE UTILIZATION PLAN
----------------------
Owners name --:Larry Naylor
APR 2 0 robA
M"-04sdharge pkW,,,,
County:Sampson
Mail Address -:348 Timothy Rd. Dunn NC 28334
Type of production unit----:Fed-Fin
Number of animal units-----: 3672
Type of waste facility -----:Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application------:Irr.
Amount of animal waste produced-----------------: 6977 tons/year
Amount of plant available N produced by animals-: 8446 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
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 and annual soil tests
are 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 and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or an land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. 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
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop
Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code
----- ----- ----- -----
/Acre /Unit Used Apply
----- ----- ----- ----- ------
10565 2 NoA K
0 100.00 1720 S -APRIL
10665 2 NoA D
110 1.25 17.2 2365 MAR -JULY
10665 1 WaB K
0 100.00 1210 S -APRIL
10665 1 WaB C
5.5 50.00 12.1 3327.5 MAR -OCT
Total 29.3 8623
Available Nitrogen
(includes commercial) 8446
Surplus Or Deficit -177
Crop codes: Crop -unit
A=Barley-bu. ---
I=Oats-bu.
B=Bermudagrass(graze)-tons
J=Rye-bu.
C=Bermudagrass (hay) -tons K=Small grain (graze) -acre
D=Corn (grain) -bu.
L=Small grain(hay)-acre
E=Corn (silage) -tons
M=Sorghum(grain)-cwt.
F=Cotton-lbs. lint
W=Wheat-bu.
G=Fescue (graze) -tons
Y=Fescue (pasture) -tons
H=Fescue(hay)-tons
Z=Bermudagrass (pasture) -tons
Acres to
Overseed
17.2
12.1
29.3

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
e --- o/_v___ Ids- -a V-Z�s �LrL�K_
-------------------------__---------------
Prepared by:
concurred in by:
Producer
itle. ` O Date:
Date: ,S' -3-95--
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25 -year 1 -day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
Date:
ro ucer
Technical Specialist: ( Date: -5—` �S
(Copy to producer and copy to case file)

March 13, 1995
POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
Mr. Wilson Spencer
District Conservationist
USDA -- Soil Conservation Service
303-D East Rowan Road
Clinton, NC 28328
Re: Larry Naylor - 3672 Feeder to Finish
Dear Mr. Spencer:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], ext. 4629 if you have any
questions concerning this package.

Sincerely:
�- �e �c J"
M. Kevin Weston
Engineering Technician
MKW
Enclosures
CC: File
Larry Naylor (complete package)
Faison Smith, Murphy Farms Construction Dept. (site plan only)
Dave Roland, Murphy Farms Transportation Dept. (site plan
only)

P.
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LAGOON SITE SOILS INVESTIGATION
PROJECT: WAY6nP-
FIELD INVESTIGATION BY: A'I„}
SITE SKETCH
COUNTY: SAm F-§ot4
DATE: 1 1 = /SS
BORING / SAMPLING METHOD: SIGNATURE:
uixv
op
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4
7[ea�rJ
l3tDC.,
r
r
Is
fNf D
�
-
� •
r
BORING
DEPTH WT
~�
SCALELy
BORING NUMBER AND PROFILE
f% 7- •
NP
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Q.' a I SAwro Zt4- y ,q.✓d
Z •- �i 7 W f
/a7;' �cq-'
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7
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S� [ y•
WA r
BORING / SAMPLING METHOD: SIGNATURE:

Operator:LARRY NAYLOR County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
3672 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
Date: 03/09/95
1500.0 feet
x 1417
lbs.
x 522
lbs. -
x 135
lbs. _
x 433
lbs.
x 30
lbs.
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
0 lbs
495720 lbs
0 lbs
0 lbs
0
435720 lbs
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)fib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 640.0
Inside top width (feet)------------------------- 175_0
Top of dike elevation (feet)------------------- 99.2
Bottom of lagoon elevation (feet)--------------- 83.2
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)--------------------- 3.0 : 1
Total design volume using pri5moidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 634.0 169.0 9.0
AREA OF TOP
LENGTH * WIDTH =
634.0 169.0
AREA OF BOTTOM
LENGTH * WIDTH =
580.0 115.0
107146 (AREA OF TOP)
66700 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
607.0 142.0 344776 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMS * DEPTH/6
107146.0 344776.0 66700.0 1.5

5. TEMPORARY STORAGE REGUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
640.6 175.0 112000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 112900.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces R urine production in gal./day per 135 lb. ALW 1.37
Volume = 495720 lbs. ALW/135 lbs_ ALW x 1.37 gal/day 180 days
V❑lume = 505515 gals. or 121056.2 cubic feet
5D. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that •recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
l)se period of time when rainfall exceeds evaporation by larges: amount.
160 days excess rainfall = 7.0 inches
Volume = 7.0 in x DA / 12 inches per foot
Volume = 65333.3 cubic feet

5D. Volume of 20 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 65333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
5P.
0
cubic
feet
5C.
65333
cubic
feet
5D.
65333
cubic
feet
TOTAL 251725 cubic feet
6. SUMMARY
Temporary storage period==__________________>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard========_ =========================>
1.0
feet
Side slopes===______________________________>
3.0
. 1
Inside top length=__________________________>
640.0
feet
Inside top width____________________________>
17.5.0
feet
Top of dike elevation=---=__________________)
99.2
feet
Bottom of lagoon elevation==================>
89.2
feet
Total required volume=====__________________)
747445
cu. ft.
Actual design volume________________________)
777933
cu. ft.
Seasonal high watertable elevation (SHWT)===>
94.5
feet
Stop pumping eiev.__________________________}
95.5
feet
Must be > or = to the SHWT elev.==========>
94.5
feet
Must be ) or = to min. req. treatment el.=)
95.2
feet
Required minimum treatment volume========_==>
495720
cu. ft.
Volume at stop pumping elevation============)
505964
cu. ft.
Start pumping elev.====---------------------)
97.5
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==)
712600
cu. ft.
Volume at start pumping elevation===========>
704107
cu. ft.
Required volume to be pumped================>
186392
cu. ft.
Actual volume planned to be pumped= =========>
196143
cu. ft.
Min. thickness of soil liner when required==>5
feet
•
7. DESIGNED BY: APPROVED BY:�
�-it
DATE:
DATE; 414 65
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator ..-__— _ _ _ __ BARRY NAYLOR
Count; : - _ ____ = _ - - -_ =SAK4PSON
Date03/09!95
Dist.to nearest residence (other than owner): 1500 ft.
sows (farrow to finish)
sows (farrow to feeder): odor):
head (fin ishingonly):===__ __--_--__-__-
sows (farrow to wean)
head (wean tofee der)
:-=-__-------___-_--__
Ave. LK a Weight for other operations(lbs.) _
Storage volume for sludge accum. (cu. ft -):=r
Treatment Volume (min. 1 cu. ft_Ab.)=======>
25 Year - 24 Hour %nfall
Rainfall in excess of evaporation (in.)=====>
Drainage area of buildings & lot, (sq. ft-)=>
Volume of wash water (gallons/day) == == - -- _ _ _
Tomporary &torage period (days)===-_---__===>
Freeboard
Side slopes (inside lagoon):
Inside top length
Inside top width (ft):-=_--___
Top of dike elevation (ft): ---------------_
Bottom of lagoon elevation (ft):=-=__--__-_-.
Seasonal high water table (SHWT) elev.(ft,):=>
Toil require: volume: ====_ _-__--= 747445 cu. ft.
Actual design volume: _ _ _ _ _ _ ======= 777933 cu. ft -
Stop pumping el. (> or = to 94.5 ft.SH1 TD>
(> or = to 95.2 ft -Min)
Required minimum treatmentvolume- 495720 cu. ft.
3672
1.0
7.0
7A
1ST?
1.0
3.0: 1
640.0
175.0
99.2
89.2
94.5
95.5
Volume at stop pumping elevation: 505964 cu. ft.
Start pumping elev.:=____________________= 97.5
Volume at start pumping elevation: 704107 cu. ft.
At,w zollurrn2 less 25y; -2 r rain: 7126M cu_ ft.
NOTE: Verily that ternp_ storage is adequate -
Req .
dequate:Req. volume to be pumped: _ _ _= > 186392 cu- ft.
Actual volume to be pumped: _ _ �• 198143 cu_ ft.
**TOTAL VOL O.K.**
104.0%
**TFMT VOL O. K**
102.07%
**STOFM STOR. O.K.**
101.21%
**TEMP. VOL O.K.**
106.3WA

PROJECT:
LARRY NAYLOR
.(FILE:
ST-VL-CK.M3)
AEP NO.:
SHEET: 1
DESIGNED BY:
JHD
DATE: 03/09195
CHECKED BY:
JNT
DATE:
LOCATION I DESCRPTION: SAMPSON COUNTY
STAGE - ; RFA
- VOLUME MODEL
ELEVATION
Acx: A
'N'R. VOL
CUMUL. VOL
ag.2
68,060
90.0
I
71,303
55,745
66,745
91.0
75,423
73,363
129,108
92.0
79;615
77,519
206,627
93.0
83,878
81,747
288,374
94.0
88,214
86,046
374,420
95.0
92,623
90,419
464,838
96.0
97,103
94,863
559,701
I97.0
101,655
99,379
659,080
°8_n
106,280
103,960
7&3,048
99.0
I
110,977
108,629
871,676
99.2
1
1
1 1 1,925
22,290
893,966
I END FUME' _
_ _ _ > 50
F -I 512,270 CU FT
512,270"' CF
� ITT PUMP rliivir
= _ = x.�97.60�
FT 711,064 CU FT �
198,794) CF
COCCI AMf
_ - - _ I tits w� I
I -..I
- -...I

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 186 days storage for:
(1) waste from animals and (2) excess •rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker gust be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging •reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 97.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 95.5 . This temporary
storage, less 25 yr-- 24 hr storm, contains 186392 cubic feet or
1394209 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (l) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation an 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.
S. 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 260 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to -reach other property and public •right-of-ways.
3. The Clean Water Act of 1377 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and •rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
G inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thi6fness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the -required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes aver 15 feet in height and with an irf;poundment
capacity of 10 acre-feet or more fall under the ,jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL RE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER: TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF C
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in An estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils,, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipater (rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the -recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the diE=.e. The tile
trench shall he backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 50 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LRS. RYE GRAIN AT 30 LESS./ACRE (NURSERY FOR FESCUE)
270.0 LRS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO ,JUNE 15
36.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LRS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LRS. UNHULLED COMMON BERMUDA GRASS AT 10 LESS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
190.0 LRS, RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4500.0 LIDS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
9.0 TONS OF DOLOMITIC LIME (E TONS/ACRE)
450.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA 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 CULTIPACK.ER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA PAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 9
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

System Calibration
Inforrnation presented in manufacturer's charts are based on average operation
conditions with relatively new equipmenr. discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
node wear results in an increase in the nozzle opening which will inc:ersz the
discharge raLe while decreasine the wetted diameter.
You should be aware that operating the system differently than assumed irr the
design will alter the application rate, diameter at coverage, and subsequerrdy the
applica tion uniformity. For example, operating the- system with excessive pressure
results in smaller droplets, greater potential for drift•, and accelerates wear atthe-
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 appiica ton
uniformity.
For the above reason, you should calibrate your equinmenr on a re ula- uGsis to
ensure proper application rates and uniformity. Calibration at least once every
Three YeE:'s is recommended. Calibration involves coilec—dric and measi!4"Mc iiow at
several Iccadons in the appiloaiion area. Any number oT containers Can, fle used t0
collet: iioW and determine .fle application rate_ Rain gauges work best because
they already have a grad uate^ scale prom which to r=od he application amount
without having to perform, additional calculations- However, pans, plas.;c buckets,
jars, or anvtrling with a uniform opening and cross -se=- ion can be cased. provided
the Nquid. collected can be easily irailsierred -Lo a scaled can -miner for me Suring.
For LGL o+.Gry sprinklers, collection containers should be located randomly
throughoL.': Lne application area at several distances from sprinklers. For uaveling
guns, sprinkiers should be iocated aiong a transect perpendicular to the direction
of pull. 5G -.r out collection containers 25 feet anarr aiong the ransecr or, both
sides of :ha gun carr: You should compute the average application rats for all
nonuniiorrrirty OT the application. On a windless day, variation be*ween containers
of more Shan 30 percent is cause €or concern. You should contact your irrigation
dealer or Technical specialist for assistance.
'RePnn;e--f f cr cation Training for Qaerations of Animal Waw a Management Systems M -anal

proper IzCor: EcLid manage :e -rt s:.oLid be a y—s l -mound prcrty. Itis cs�Hy
imvorni to ::Maze levels so Thai you do noc have pruble.i�S auzn extended rainy and
werpciods_
Mzximi t stoz;e capacity should be available in, the Ia,-Qon for periods when the-
x�viz ccp is do=, =E (Such as win*t--time: fo c nuda� mss} or when th=
extended -z=y sae_Ls such as thw usage_- sto= s.�n in tae su�-nmerrime.. This m -ns
that at the -_H= sips of piaht -oath in the lar--- wm=_1e: iy springy iriig='oa dfiug to
a farm qvs-L_- =zaz;ement pian sbotdd b : done whenever the land is dry enough to
r.—`ve Iz.,c,00L livid. Tlis wit r•naL - -zora e; space availabi-_ in the lagoon forfnmxewet
pexiod s.. In the laze sumrntIeW-:y :� the la?oori should be uuFnpe down to the: low
M (s: =erre 2-I) w allow :ar wi:,te.� stogy- w Evew-y e=ort should be madz: to
mgr tiie lagoon close to tae minim= licuid I --vel as -Ions as the weather and was-
Uti izativa Dian will allow iL
Waitiag undl t�c Lgoon !as rearmed i;s maxima ,-. storaze C=-, z,-iry before smz4L-7 to
iFrigam does roc lme ve room for Ste -- excess ua; �: aur:,r.ex.w.-Tded wet re iods. _
Overflow m a= lazoon for asy iron except a 25 -year, z -hour storm is a violzaau or
stare law and to a=211tv zoo: .
T'ne iDT: i._ 0f c iZoon =olv= the iQllOwiI:�
of a vezem Ve cover fQ- th- C.c_::.
4r corm -nor, I3..:1�Tadaz=zs `n rice T"iiQS C.Q;n-mon vezem ve:
COifei_S. ! ne ve_'rcdon should be It" each Vez,1I'IIw:l.° "... to
:MaLn min a. v.Zorous Th-_ arn0L_;t OI fn: ""'-a' =01lea S1103:td be
-asr:' on a SOUS tes . ©LI Lz the avenr vh= It is nor =c -d al to obmiz
a soils =: each ve`, the goon ..-c surrounding arzS
S"o,-Fd be fe.a w _: 800 Pounds a.^:e or 10-10-10, or
=uM ?eir
3r-tstt and tr-,...s on to c=b;in!=ert :ntisr be cotttoIIed. This may be
CQ::9 DY rnaw-m-, Sv:cvi'3L',rcIi, C:3a�7L*i(7i c cornouon 07
jmctics. This shouid bye, done -az leas, once ayear and
d.
uQS5Ny holin y�-s thLr. weather conditions Gig... "favorable for
.,.=vv veg=vegrowth.
NOTA Ii vegntazion is controlled by o. vin-, the herbicide rets not be a lowed to cater
the lagoon w--- _ Such cae.-ni� cocie �.a� n the ba _—.. b^a :Ln t` -C lazoon that am
the was'w.
Main��-Ta c. moans of Tilee.�. -e lazoon should Qe :.ode duzing the initial fiTL; of
the 1.2 -goon =d a= It st monthly and a.i�-r;valor -z.,-Jfa l as^.a stcr:+: ev-_nts. IL nS to he
Chec P`{ s;:ould LrcCi Cie, as a. Tniai:"L:-I, t1hY roliowi 3—
Waste Lnlet pipes, Re; vciing Pipes, and Ove=.ow :zip^.s—loalt torr
1. sem, argon or ior.Ts
-- cictz or h.
ac :lm, .helm of so—its or
ove:,ll condition o pines

Laggoon stlrlace—look for:
I. undesirabit vegemiive growth
?. floating or lodged debris
Embankment—look for p(.
I_ semle:ment, cmcldnng, 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 ac:im
5. rodent ciamzge
Lame= laggaans may be subier: to lin-- darlage due to wave- action caused by =qv
winds_ These waves can erode the Lagoon sidewalls, thereby weakening the lagom dart
A good s=nd of vegetation will rtdu= the potential damage cansei by wave ac dom If
GV3Ve a&"QII c3ilseS serious damage to a la-
goon sidewan, bzMes i rr the.lagoorr may be
used to 1. do the wave Im-aacts.
Any of these feattu--s could lead to erosion and wig of the dam-- If your izoon has
any of th= features, you should call an appropriate experr familiar with desi; I and
co —:ion of writ lagoons_ You may need to provide a teatporary -.-,-ix if tile.--- is a threat
of a was= discharge. However, a pe.n=ent solution should be reviewed by tae
teranicxl epe-r. Any digging inn a lagoon dam. with heavy equipment is z s= -Lor s
potenua:ly serious consecuences and should nor be conducts umims
r=ommend= by an aopro nuns =h -cal expezz.
Tr nsrer Pumgs---w::e^k for urates peon o=:
I. rer rcii.-iz D=s
Z. iricstion oux -os
Chevy for 1�s, loose fitdnas, and ove.,Il vu= An unusually Ioud or =tdirig
noise., Qi a _z-ge an, ou,t or vib=on, may indimr. tura-- the pump is in need or or
NOTE: syste ,.s should be insoevted and _ _ e . .-L-e*uently enough so •mss you-
are
ouare not ccie*.t{y "surprised" by ecuiument faun -e_ You should perform yourpu--tring
system :.�te:.ance at a time wne^ your lagoon is at its low level. This will allow some
safety time should maior repa.Lrs Le rwuired. Having a nearly fall lagoon is not tae time
to think about switching, reoaum— , or borrowing pu=s- Probably, if youria om is full,
your nez-ghbor, s lagoon is full also. You should conma=7 m—=miIIing an rnV=toryor" spare
pam or pu=s—
Surf=
w'at`: diversion features ar- designed to carry all suri,.
drzir a e waters (such as rainfall ru=tf, roof dZirlage, gutter outlet,
and paridng lot runoft� away from your Lagoon and ocher waste
_ zinent or- storage structures. The only war-=- d= should be
cgniing from your lagoon is that which tames from yourflus=Cr
(w ii;ng) system pines and the rainfall that hits the lagoon- directly.
You should insueYt Four cuv=mon syste.-n for the following:
1, age; � vegetation
2. diversion capacity
3. rd?e bin neigght

Ide=tifled u oblems should be =rr= ed promptly. It is advisable to inspe~t your sysr m
during or =mezuately following a heavy rain_ If =hnicai assis=c: is needed to
dre.=rraise orope: solutions, coczsUt with approuniate expe:'s_
You should r. xrd the level of the lagoon just orior to when ;gin is predicted, and then
re-,.ord the level again 4 to 6 hours a2-,rr the rain (assumes tn— is no pumping). This wi1L
give you an idea of how much your lagoon level will rise uritis a cw.-mia rainfall jmowt
(you must also be rerarding your mim"21? for this to work) . Knowing this should hep in
planning irzigadon applications and storage. If your lagoon rises excessively, you may
have an inflow problem rote a Su1Td= water diversion or theme may be s_ --page into the
lagoon from the surrounding laud.
Lagoon Ope_*ation
Startup:
I . Irririediately afte.- =nma cion es—,—blish a co=1e•m sod cover on bare sot1
surfaces to avoid e.csion.
?. sill new lagoon design. ti-,atnent volume at 1Q.asr half full of wM. be:ore
waste loading bees, tas = care not to erode l.inum- or. bank sines.
?.
Dr-Laoi.?es Lmo t.Ze is oon should have a iiexiole nrre eXmndle of the
ead or the pity io discharge near the bonorn o: uie lagoon durna -- *=!
nilina or ar:oa= —= s of siowing the incornanz water to avoid =osion of
ti'ie la.tiiti�.
�. W nest possible. be= loading new lagoons in the spring to ma? imi e
oac-=iai esmb'lishmen: (due to waweather).
5. It is rp.:ommwzee;: --h=-- a new lagoon be seed— with sludge frum a hey
wort ng swine iazoon in the amount of 0.35 pe7e:It of the f£ill.la~*ooz
+icuid volume. 1:"....s see=n, Snoula ocraur az lest two were the
addition of .
6. Mainra;n a oenodic cine; k on the Iazoon licuid -o H. if the -OH fklh b6ow
7.0, add a,� icultumL, lime at the rat- of 1 pound per 1000 cubic fee.* of
lagoon liquid volume until the pH rises above 7.6. Optimum lagoon Iicidd
off is between 7.5 and 8.0.
r. A do.k color, lack of ouboiing, and ex; essi,ve odor sig aIs insd==
biological activity. Consultation with a tec hnim soeciaHst is r.: men n Qed
ir" these conditions ocz= for prolona�d periods, =e4,.ally durin; the wo-m
season.
Loading:
The more f=i., tiv and re;ulariv tint wastewater is added to a Iz—gc3on, the bear—the
lagoon will .caen_ Tush syste_ms gnat wash wast. into the moon several times daily are
optimum for anent. Pit r-.1a.1zy syste:ms, in which one or more buildings zre draiaed
each and recharged ch da.y, also work we±I.

lactic: water cons-:nation—minimi:.e building water usage and
spillage from leaidng wnazerers, broken pines and w-ashdown through
proper mam=nan= and water conser va.non.
_ Minimize feed w -a=ge and spillage by king feeders adjusted. This
will redo= the amount of solids entering the lagoon
f Maintain lagoon iiat:id level berwee.n the permanent storage Itrel and
the roil tamporzry szorz'ae Ievel.
PL -=- visible n�rke-s or stakes on the lagoon bank to show the
minimum liquid leve, and the maximum liquid lever (Figure 2-I).
Start irritating at the earliest possible date in the spring based on
nutiient requirements and soil moisture so than 'temporary storage
will be mm=--= for tine summer thunderszor.m season. SimilaHy,
iwgam in the lar-- surnme.le rly ;:ail to provide maximum lagoon
storage for the wv*irzr.
The la_=oon liquid leve, shou.7d never be clos - than I root to the 14w --n
7olnt di t t darn 0:ban7:{b' ent.
7o not i mrnj th- l :=ooh liquid leve'- Iower th= the pe.Tmanent stos�s
lelei unless VOL, L~r�re-Moving sludge.
=.oat uu= mmkts approximateiv 18 --ichies undt-meath tye lied
s-L-,rLac, and as 'C -.-L :=orn the drai.nvive Laie:s as vossible.
?.eve::t adeiLanS Or b—^Gl - m2tel".a s, longi-_zam-mom forage orveg', aon,
moiled f'. °,^, pias is syn-iges, or other iorei= into tiha 1 -goon-
recti-11dy re cove solids Tom catch basL--is a: ead oI con inerneit hou=.or
ri nei ever tb VI [a:7--
zinmin smc4 vez=tion, rodent, and vaarm t coauoi near lagoon edg=
Do not allow tr-.,.s or Iarge, bushes to.g<ow on lagoon dam or embanl==t
-Remove sludge I-om the lagoon either when the sludge storage capacity is
zuJI or before it fiHs :50 pe. -cent or the pe n, anew s,.orage voiume.
w if animal produc;;on is to be terminate -d, the owner is responsible for
aot4i.g a.nd i:::oie nead:rg a closure pian to eiix..i . a the possibility Of?-
Sludge
fa
Sludge Removal:
Rare or lagoon slucgt buildup cz,-i be reduced by:

proper lagoon slz n-7,
mer<1anical solids =aradon of flushed waste,
gravity sett€in., of flush­.wasm solids in an appropriately desipP..d basin, or
nirnian- Ind w`a5= and spillage_ -
Lagoon s;.udge that is removed annually rather uhan stored lona tern,wiU:
have more nutriems,
have more odor, and
r=uir

Possi le Cain of Lagoon Failure
Lagoon failures z'esult in the unmlanned discharge of wasrzwater from the suucaue. Zees
of faUu= include lealoge through the bottom or sides, ove: copping, and breach of the
dam_ A -s ** ing, proper design and construction, the owner has the responsioiliry for
ensuana ==tore safety. items which may lead to lagoon failures include:
Modification of the lagoon structure --au ex -ample is the piac,, =t of a pipe
in the dam without proper design and construction_ (Consult.an e.`pe`it im
lagoon design before placing any pipes in dams.)
Lagoon liquid levels—high levels.are a safe ---y risk_
Failure to inspect and maintain the dam -
Excess surface wase* flowing into the lagoon_
Liner integrity—prote t from inlet -pipe scouring, damage duriiir s ud;e
removal, or rupn= from lowering lagoon liquid level below , oundwz
table.
NOTE: L` lagoon water is allowed to overtop the d=, the -Lnovin ; waLer i l scca T*
of
to to��.� in the dam. Once this damage stUts, it ter► azx-
_uickiv cause a 1e cis.:�.�Ye
oI was'w x,,—_ anis possible dam ik lure-

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) of 10) 4
EMERGENCY MANAGcMNE SERVICES (EMSi ('C 1 —
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERA T 7VE EX i trRSION SERVICE (CES) Cc+
T his plan wiil oe implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes react surface waters
or leave you property to consider that you have a problem. You should make every
efforrto ensure that this does not happen. This plan should be posed in an accessible
location for all employees at the facility. The following are some action items you should
take.
1'. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lccon overflow -possible solutions are;
a. Add soil to berm :o increase elevation of dam.
c. 'tamp waSt3s c heids at an acceptable rate.
C. Stop all flows .o :;:e lagoon irnmedictely.
c. Cali a pumping contractor.
e. Make sure no suz.face :vacer is ent]rino lacoon.
B. Fu'nOfi from ,vasty cpdiicction Meld -racoons include:
a_ Immediaiaiy Stoo waSce anpfication.
a temporary fliversion to contain waste.
c. lncoraorate wc5ie _a reduce runoff .
d. Evaivare and eijm,!.nate the reason(s) ihct cause the runoff.
e. _Evaluate he appilCczion rates for the Tieics where rund,, occurrec.
C. Leakage from the wesze pines and sprinklers-actdon include: .
a. Stop recycle puny.
b. Stop irrigation punp.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior -Lo 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. L_akage from Lase or sidewall o; lagoon_ Often this is seepage as opposed
tru -flowing leaks -possible action:
F_ =Dia a small sump or ditch from the embankmerr-L io catch all
see:.ace. 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 wi,h a clay type soil.
c_ -ave a professional evaluate the condition of the side walls and lagoon-
bo—nom 2s soon as possibie.
T

2.
3.
EN
4
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 propery 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 surace waters?
g. Are porable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Comma= appropriate agencies.
a. During normal business hours call your DWLI regional of -floe; Phone --. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the derails 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 ccrre--five measures that -have been
under taken, and the seriousness of the sitution.
b. If spiil leaves property or enters sur -.ace weters, call local FMS phone number.
c.- ins -,rug, ENIS to contac-, local Helath Department.
d. Contac: CEs, phone number. - , local SWCD o� rice phone number - -, and local
NRC_ omca ;or aavice:tec^nical assistance phone number - -.
if none of the above Works call 911 or the Sheri.. ; `s DeparTmenT and explain you
probiem Tp ti ern and ask the person to con -Lac: Tile Proper agencies for YOU.
Cl, nraG. the coRtraCTor of your choice to begin repair or problem To minimize off
-
Size Canape.
a. Cor araC moors Narne:
b. Cone. mors Addrass
c. C^nT; actors Prone:
Contac-, -Zihe :ethnical speciaiist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. N a m. e:
b. Pane.
7. Irripiernent procedures as -advised by DWL1 and tec:znical assistance acencies to
reify the damage, repair The system, and reassess she waste managment plan to
keep problems with release or wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OFERATIONS
Source Cause BMP's w Minimize Odor St. Specific Practices
(Liquid Systems) —
Rush Gutters Ac==Uiadon ofsotids nusn system is designed and aaaratad
sufnciendy to remove accrmuiased
soilds from guttors as designed.
() Remove bridging of acsrmuiated solids at
discharge
Lagoons and fits Crusted Solids ( air[tain lagoons. saruing basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than o -a inches over more than
30% of surface.
Excessive Vegazarive Decaying vegetation ) aintain vegetative control along banks of
Growth lagoons and other imcoundmants to prevent
accurnuiedon of decaying vegetative matter
along werer's edge on irnocunQmeM's pennterm
(pry Systems)
Feeders reed Spillage ( ) Design, coerate anc maintain foec systems le.,;_
bunKers and ,-ougnst ,a rzinimize Ine acca.='atort
of deczving was.agr.
O Clean vo sniilage on a routine 'basis (e -g.7 -SQ day
interval during summer; : 5v0 aayinterval during win r).
Feed Storage — AC MUiatioru or fend r--='Ues ( ) Recuce rnois^ire ac__.-nuladon within and arcund
Animal holding Areas
MIC—November 11. 1996
immediate perimeter ct feed storage areas -y
insuring crainage awev from sits and/or providing
adacuate containment (e.;,., covered bin for
brewer's grain and sirniiar high rnois ure grain
proaucs).
{) Insoec: for and remove or break ua accunmisted
solids in filter strias around food s,orsge as needad.
Accumulations of enimal wastes () Eiiminaro low area Lhat t:ao moisture along fences
and feed wastage and other locations where waste accurnuiatas and
and disturvance by arvmais is minimal.
() Maintain fence rows ar►c filter strips around onirnr
holding areas to minimize accumulations of wasras
(.e, insoect for and rernove or break uo acav-ruhtad
solids as noedadl.

Dry Manure HandLrtg gpwrnWations of arvmai wastes { i Remove spillage On a routirto basis (e.g. 7-10 Cry
Systems interval during sura ner, 1 S-30 days interval during
wirrtar? where manure is loodod for land appu'cmon
or disposal -
Provide for adeGuare drairwas around manure tmcizisr
{) lnspae= for and rcrr-me or break up &C—mdatad wastes
in filter stri pas around stodpilas and manure huxiruv
arm" ars nea,dod.
the issues checked (} pertain to this operation. Tne landowner/integrator agrees muse sound jedgmear in.applying.
insecr control measures as practical.
I certify the aforernerrtioned insect centra[ $es, Management Pracmices have been reviewed wit zee.
(Lzrid4vvner, SignaLare)
For more irtforrna9cn =rr[act ::ta Cooperative Esterroon Service, Depart, ant of `rnamology, Hoz 7673 -North CaraDna SUmm Urivershy. Raleigh. NC
7695-767 �.
AMIC—rNovarnbe-r 1 i, Ieg6

• SWINE FARM WASTE MANACEMENi-j ODOR CONTROL CHECKUS T
Source Cause BMP's to Minirnize Dcor Saa Soecif c Practices
Farmstead Swine production etave or wooned buffers;
r_Zlaornrnended! bast management
p cocas:
kf"Goo,d iudcment and common sense
Animal body surfaces Dirty manure-cavered arinuds ( I Dry floors
Floor surfaces Wet manure-cavered floors aiat;od ;Eoors;
L�,Waterers located over slatted floors;
ars at high and of solid floors.-
manure
loors;manure buildup from floors;
( ) Unaeyffoar ventilation for drying
Manure collection pits Urine reeuant manura removal by ffttsh,pit
rec.harga.or scrape
Parital micoraial deocmaosidon ( ) Undar-Ii:oor ventilation
Ventilation exhaust `.arcs Voletiia gases; ran-naintonance;
Dust _Ificiant air moveman;
Indoor surfaces Dust` .._Gown Between {;rouos of animals
( ) Feec aCditives;
[ } Feecer covers:
() Fecc ceiivery Gownsbout extenders to
feeder covers
hush tanks Agitation of recyciad lagoon (} FJusrs tanK cavern
iicuid wivles tanks are filfing {) Extend fill lines to near bottom of
tonics with anti-sipnan vents
i lush alleys Agitation during westewater ( ) Unaer.!oor Vusn with Underfloor
eorwayanance vant:l alio n
?it recharge points Agitation of racyciec lagoon ( )=xterwa recnarc lines to near zott4m of
Ii=id while pits are rMnq pits with anti-siDhan vents
Lift stations AQitaaon during sumo tank filling () Sums-- tank covers
and drawdown
Outside drain coilac;ion 'Enation during wastewaters (} Bax covers
or junction boxes conveyance
nd of drainpipes at lagoon A#tation during wastewstar () Ester.0 eiscnarga point of pioas
underneam iagoon iie:.•id level
Lagoon surfaces Volatile gas emissions roper laGoon liquid caoacity
Biological mixing arreC: lagoon starred procedures
Avitetion ( I Minimum sur -ace areato-voluma ratio
L�_,W,_.rnum agitation wnen pumping
() Macrranical caravan
() Proven biological additives
'rnjjatron spnnklar noZ=law 1'tiv-, pressure agitationn ate on cry oav-s mtn little or no wind
Wind drat: {rnum recarnmar%ood ooernoon pressure
( mn in:aKe near legoon licuid surface
(I Purno from second -stage lagoon
;P1lOC—Novembor 11. 1996

Storage tank or basin Partial rnictotsial dvcomposit on f) 8ortorn or rrwdJevvl loaC.ing
surface Mixing while filling () Tank covers
Agitanon wnen arnptyina f) $issin surfaea mats of solids
(} Proven biologiaai aidditives or oxidants
Sar -Jinn basin surface Partial n,iconial decomposition () Extend arainpipe oilt)ets underneath Ggttid
Mixing whila filling level
Agitation when ernptying (} Remove satded scuds regularly
Manure, slurry or sluage Agitedon when spreading ( I Soil injection of siurry/sJudgvs
spreador outlets Voiarile gas ernissions { } Wash residual manure from spreader after use
() Proven biologic.&I additives cr wddants
Uneovared manure, slurry Volatile gas Omissions venue drying [) Soil infea-zion of siurryisludgas
or sludge on field surfaces { } Soil irworpo—non within 48 hours
[ } Spread in tisin uniforrn layers for rapid drying
[ } Proven biological additives or oxidants
CDaad animels Carcass decomposition { } proper disposition of carcasses
Dead animal disvosai Carcass eecompomtion (} Complete covering of carcasses in burial pits
pits OProper location/car+st _action of dispcsai pits
Incinerators Incornnial! _cmousuon t ) 5econdar-e stac4 turners
Standing water arounc :^^roper drainage Grade and fandscepe sc;_::'.Zat water drains
atiii les hlicrohial dacomposition ci away `rom facilities
organic -natter
Manure tracked onto paziic ?--env maintained a=CSS roads ( Ferrn access road rn iintananac
reads from far -s access
Additional Information_ AvaiiaNa
Swine Manure Managernen= CZC'O Rulai3MP ?acket
N=:.:.aunty Extension Canter
Swine Prodrrction Farm Poen=a1 Cdor Scsurcas and Remedies, EBA:r tact Sheet
NCSa-3AE
Swine Production -'acuity Manure Managament: Pit Racnsrge—Lagoon Treatment: _SAZ 1 ZZ -3a
,E
N= -RAE
Swine Production Facility fhan ;rs Management_ llndeMoor muse --Lagoon Treatment: E3A4 I Z3 --aa
UCS:; --Az
Lagoon Desig and Managamerc !ar Uvestock Manure T r"L-nent and Storage; °. BAc 1 CS -1S3
NCwI:3AE
Calibration of Manure and Wastaweter Application ectria+mrrt; 3Ac Fact Street:
NCSLLSAi:
_.3ntralling Odo—trcrn Swine Suiidings; ?IH -33
NCSii-Swine Extension
environrnantal Assuranc Program: NPPC Manual
uC F,:ec Produces Assoc
CGtions for Managing Cdon a resort from trio Swine Odor Task Force
NCSU Aqn Canvratnicatfans
Nuisence Concerns in Animal Manure Management odors and Ties; PRO107, 1995 Conference, -Proceedings ncrida Cooperative extension
the issues c -hocked ( ) „er-ain to alis operation. The Ian down er/itizety,o:cr agrees to use sound judgment in applying
;dor con, of measures as vra-a:'.
certify the a,"orernemicnet odor cont of Best Managmen- Frac-,ices have been reviewed wird - e.
iLanco �n�e!��
'AOC--Nov*r,oer 1 ;. 7295

MOR T ALITY 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
{ } Complete incineration
{ } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Departmen r of Agriculture.
( ) Any method which in the professional opinion of the State
Vezerinarian would melte possible the salvage of par; of a dead
animal's value wiihouz endangering human or animal health. (WriLLen
approval of the State Veterinarian must be atzached)

State of North Carolina
Department of Environment
and Natural Resources
L. Division of Water Quality
` James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECTIPr REQUESTED
Larry A. Naylor
Larry Naylor Farm
348 Timothy Rd
Dunn NC 28334
Dear Lang A. Naylor,-
The
aylor:
1 • •
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND N.4rURAL RE50URCE5
September 15, 1998
Subject: Application No. 82-0595
Additional Information Request
Larry Naylor Farm
Animal Waste Operation
Sampson County
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional
information was requested by letter on July 10, 1998 and to date, this information has not been received by this office. This
information is required before we can continue our review. Please address the following by October 15, 1988.
1) NRCS Required Specifications for your Waste Utilization Plan (WUP)
2) It was noted during an Operational Review conducted by the Division of Soil and Water on September 2,
1997 that though the WUP for this facility lists Bermuda grass -hay as the crop used for waste application, the
Bermuda grass was being grazed. If these fields are to be grazed, then the nitrogen application rate to these
fields must be reduced by 25%. Please amend your WUP to reflect the reduction in nitrogen applied to these
fields or remove the grazing cattle and harvest the hay as stated in your current WUP. Please submit either
the revised WUP showing the 25% reduction in the application of nitrogen to these fields or a letter stating
you have removed the cattle from your hay fields and choose to follow your current WUP.
All revisions / amendments are required to be signed and dated by both the landowner and the Technical Specialist
before they are submitted for review. Please reference the subject permit application number when providing the requested
information_ All information should be signed and submitted in duplicate to my attention at the address below. The
information requested by this letter must be submitted on or before October 15, 1998 or the Division will return your
application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating
without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 533.
Sincerely,
2,
Sue Homewood
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX 9'19-733-0719
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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