820301_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019. the North Carolina State Nan -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that hate been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apple for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please rlo not leave ar0• question unanswered. Please verify all information and ruake anY necessary corrections below.
Application must be signed and dater/ by the Peruriuee.
I. Farm Number: 82-0301
2. Facility Name: Tommy Naylor Farm kl & 42
3, Landowner's Name (same as on the Waste Management PlmI).
4, Landowner's Mailing Address: 2332 Bud Johnson Rd
Cih': Clinton State:
Telephone Number: 910-564-2679 Est. E-mail:
Certificate Of Coverage Number: AWS820301
NC
5. Facility's Physical Address: 2332 Bud Johnson Rd
City: Clinton State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner): Tommie L Naylor
g Farm Manager's telephone number (include area code): 910-564-2679 Est.
Tory, y (A\ kAko✓
Zip: 28328
Zip: 28328
9.
Integrator's Name (if there Isom an Integrator. write "None"):
Murphy -Brown LLC
10.
Operator Name(OIC):-tTirsdo-S Ir-0.4 � �1�D Ir,
Phone No.: A10-Sb14-AU5'1
OIC#:
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 6,120
Oneration Tomes:
Seine
C'aige
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
DnCow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Dry Poultry
Other Tvaes
Non Laying Chickens
Horses - Horses
Laying Chickens
Ilorses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkev Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feel)
Estimated
Surface Area
(Square Peet)
Design Freeboard
'Redline"
(Inches)
IGq
cla01
Co (o4
4
1900.
1
z
19�1 `I
C1
0.a oil
c��,00u
1900.
3.
IQL')(-P
LV
(ri
1900.
Mail one (1) copy of the Certified Animal \1 aste Management Plan (CAR:NP) with this completed and signed application
as required by NC General Statutes 143-215.10('(d) to the addres below.
The CAWMP most include the follow ing components:
I. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4, Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWNIP includes any components not shown on this list, please include the additional components With your submittal.
(e.g. composting. digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWNIP items above to: 2019PernritRenewairrr<ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-2I5.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: o mar. Title:
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Murphy -Brown, LLC 12/9/2010
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Storage Period:
Application Method:
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC28398
Tommy Naylor
Tommy Naylor Farms 1&2; Fac. No.: 82-301
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1Of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
cal)acltv Tvoe Waste Produced per Animal Total
Farrow to Wean
3212 gaVyr
gal/yr
Farrow to Feeder
4015 gal/yr
gaVyr
Farrow to Finish
10585 gaVyr
gal/yr
Wean to Feeder
223 gal/yr
gal/yr
6120
Feeder to Finish
986gal/yr
6,034,320 gal/yr
Total 6,034,320 gaVyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity T e Nitrogen Produced perAnimal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
6120
Feeder to Finish
2.3 ibs/yr
14,076 Ibs/yr
Total 14,076 Iba/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 101.83
Total N Required 1st Year: 27623.26
Total N Required 2nd Year: 14338.6
Average Annual Nitrogen Requirement of Crops: 20,980.93
Total Nitrogen Produced by Farm: 14,076.00
Nitrogen Balance for Crops: (6,904.93)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N al Ibs N
Pull Acreage Type Code I Yield Ibs N/Unit Residual /Ac UtTotilimd
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ile,N
Utilized
T3074
1
1.51
Autryville
D
Feb15June
85.0
1.25
15
91.25
137.79
N
Sept -Apr
45
2.4
108
163.08
19925
30087
T3074
2
3.51
Aumr011e
D
Feb15June
85.0
1.25
75
91.25
320.29
N
Sept -Apr
45
2.4
108
379.08
19925
699.37
T3059
3
3.43
Rains
D
Feb15June
125.0
1.25
15
141.25
484.49
N
Sept -Apr
55
2.4
132
452.76
273.25
937.25
T3059
4
4.59
Rains
D
Feb15June
125.0
1.25
15
141.25
648.34
N
Sept -Apr
55
2.4
132
605.88
273.25
125422
T3059
5
4.84
Rains
D
Feb15June
125.0
1.25
15
141.25
683.65
N
Sept -Apr
55
2.4
132
638.88
273.25
1322.53
T3059
6
4.75
Goldsboro
D
Feb15June
130.0
1.25
15
147.50
700.63
N
Sept -Apr
65
2.4
156
741.00
303.5
1441.63
T3059
7
1.93
Goldsboro
D
Feb15June
130.0
1.25
15
147.50
284.68
N
Sept -Apr
65
2.4
156
301.08
303.5
585.76
T3059
8
4.46
Norfolk
D
Febl5June
115.0
1.25
15
128.75
574.23
N
Sept -Apr
60
2.4
144
642.24
272.75
1219.47
T3059
9
2.49
Rains
D
Feb15Jun
125.0
7.25
15
141.25
351.71
N
Sept -Apr
55
2.4
332
328.68
273.25
680.39
T3059
10
3.65
Norfolk
D
Feb15Jun
115.0
1.25
15
128.75
469.94
N
Sept -Apr
60
2.4
144
525.60
272.75
995.54
T3059
11
4.25
Norfolk
D
Feb15Jun
115.0
1.25
15
128.75
547.19
N
Sept-AprM602.4
4
144
612.00
272.75
1159.19
T3059
12
4.16
Norfolk
D
Feb15-Jun
115.0
1.25
15
128.75
535.60
N
Sept-Apr4
144
599.04
272.75
1134-64
T3059
13
2.51
Norfolk
0
Febl5Jun
115.0
1.25
15
128.75
323.16
N
Sept-Apr4
144
361.44
272.75
684.80
T3059
14
4.1
Rains
D
Febl5June
125.0
1.25
15
141.25
579.13
N
Sept-Apr4
132
54120
27325
1120.33
T3059
15
2.39
Rains
D
Febl5June
125.0
1.25
15
141.25
337.59
N
Sept-Apr4
132
315.48
273.25
653.07
T3059
16
1.55
Rains
D
Febl5June
125.0
1.25
15
141.25
218.94
N
Sept-Apr4
132
204.60
273.25
423.54
T3059
17
1.99
Rains
D
Febl5June
125.0
125
15
141.25
281.09
N
Sept-Apr.4
132
262.68
273.25
543.77
T10678
18
4.54
Norfolk
D
Febl5June
115.0
1.25
15
128.75
584.53
N
7ept-Apr.4
144
653.76
272.75
1238.29
T10678
19
4.59
Norfolk
D
Febl5June
115.0
1.25
15
128.75
590.96
N
SeptApr4
144
660.96
272.75
1251.92
T10678
20
4.59
Norfolk
D
Febl5June
115.0
1.25
15
128.75
590.96
N
Sept-Apr4
144
660.96
27275
1251.92
T10678
21
4.59
Norfolk
D
Febl5Jun
115.0
1.25
15
128.75
590.96
N
Sept-Apr4
144
1 660.96
272.75
1251.92
T10678
22
3.86
Norfolk
D
Febl5-June
115.0
1.25
15
128.75
496.98
N
Sept -Apr
60
2.4
144
555.84
272.75
1052.82
T10678
23
2.47
Norfolk
D
Feb15-June
115.0
1.25
15
128.75
318.01
N
Sept -Apr
60
2.4
144
355.68
272.75
673.69
T10678
24
1.32
Norfolk
D
Fe1b15-June
115.0
1.25
15
128.75
169.95
N
Sept -Apr
60
2.4
144
190.08
272.75
360-03
T3063
25
1.7
Norfolk
D
Feb15-June
115.0
1.25
15
128.75
218.88
N
Sept -Apr
60
2.4
144
244.80
272.75
463.68
T3063
26
1.07
Norfolk
D
Feb15June
115.0
1.25
15
128.75
137.76
N
Sept -Apr
60
2.4
144
154.08
272.75
291.64
T3063
27
2.23
Norfolk
D
Febl5June
115.0
1.25
15
128.75
287.11
N
Sept-APr
60
2.4
144
321.12
272.75
608.23
T3063
28
4.33
Norfolk
D
Febl5June
115.0
1.25
15
128.75
557.49
N
Sept -Apr
60
2.4
144
623.52
272.75
1181.01
T12587
29
1.98
Norfolk
D
Febl5June
115.0
1.25
15
128.75
254.93
N
Sept -Apr
60
2.4
144
285.12
272.75
540.05
T12587
30
2.41
Norfolk
D
Feb15June
115.0
1.25
15
128.75
310.29
N
Sept -Apr
60
2.4
144
347.04
272.75
657.33
T12587
31
3.1
Norfolk
D
Feb15June
115.0
1.25
15
128.75
399.13
N
Sept -Apr
60
2.4
144
446.40
272.75
845.53
T12587
32
2.94
Norfolk
D
Feb15June
115.0
1.25
15
128.75
378.53
1 N
Sept -Apr
60
2.4
144
423.36
272.75
801.89
Totals: 101.83 13364.86 14258.4 27623.26
3(a) of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs WAc Lbs N Total Ibs N
Pull Acreage Type Code Apply Yield Ibs WUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Los WAc Lbs N Total We N
Code Apply Yield ibs NA1nit Residual /Ac Utilized
Total
Lbs WAc
Total Ibs N
Utilized
T3074
1
1.51
Autryville
O
Apr-Sept15
25.0
4
100.00
151.00
0.00
0.00
100.00
151.00
T3074
2
3.51
Autryville,
O
Apr-Sept15
25.0
4
100.00
351.00
0.00
0.00
100.00
351.00
T3059
3
3.43
Rains
O
A r-Sept15
37.0
4
148.00
507.64
0.00
0.00
148.00
507.64
T3059
4
4.59
Rains
O
Apr-Septl5
37.0
4
148.00
679.32
0.00
0.00
148.00
679.32
T3059
5
4.84
Rains
O
Apr-Sept15
37.0
4
148.00
716.32
0.00
0.00
148.00
716.32
T3059
6
4.75
Goldsboro
O
Apr-Sept15
38.0
4
152.00
722.00
0.00
0.00
152.00
722.00
T3059
7
1.93
Goldsboro
0
Apr-Sept15
38.0
4
152.00
293.36
0.00
0.00
152.00
293.36
T3059
8
4.46
Norfolk
O
Apr-Sept15
35.0
4
140.00
624.40
0.00
0.00
140.00
624.40
T3059
9
2.49
Rains
O
Apr-Sept15
37.0
4
148.00
368.52
0.00
0.00
148.00
W-52
T3059
10
3.65
Norfolk
O
Apr-Sept15
35.0
4
140.00
511.00
0.00
0.00
140.00
511.00
T3059
11
4.25
Norfolk
0
Apr-Sept15
35.0
4
140.00
595.00
1 0.00
0.00
140.00
595.00
T3059
12
4.16
Norfolk
0
Apr-Sept15
35.0
4
140.00
582.40
0.00
0.00
140.00
582.40
T3059
13
2.51
Norfolk
O
Apr-Sept15
35.0
4
140.00
351.40
0.00
0.00
140.00
351.40
T3059
14
4.1
Rains
0
Apr-Septl5
37.0
4
148.00
606.80
0.00
0.00
148.00
606.80
T3059
15
2.39
Rains
O
Apr-Sept15
37.0
4
148.00
353.72
0.00
0.00
148.00
353.72
T3059
16
1.55
Rains
0
Apr-Sept15
37.0
4
148.00
229.40
0.00
0.00
148.00
229.40
T3059
17
1.99
Rains
O
Apr-Septl5
37.0
4
148.00
294.52
0.00
0.00
148.00
294.52
T10678
18
4.54
Norfolk
O
AprSepM
35.0
4
140.00
635.60
0.00
0.00
140.00
635.60
T10678
19
4.59
Norfolk
0
Apr-Sept15
35.0
4
140.00
642.60
0.00
0.00
140.00
642.60
T10678
20
4.59
Norfolk
0
Apr-Septl5
35.0
4
140.00
642.60
0.00
0.00
140.00
642.60
Tl0676
21
4.59
Norfolk
O
Apr-Septl5
35.0
4
140.00
642.60
0.00
0.00
140.00
642.60
T10678
22
3.86
Norfolk
O
Apr-Sept15
35.0
4
140.00
540.40
0.00
0.00
140.00
540.40
T10678
23
2.47
Norfolk
O
A r-Se t15
35.0
4
140.00
345.80
0.00
0.00
140.00
345.80
T10678
24
1.32
Norfolk
O
Apr-Septl5
35.0
4
140.00
184.80
0.00
OAO
140.00
184.80
T3063
25
1.7
Norfolk
O
A r-Sept15
35.0
4
140.00
238.00
0.00
0.00
140.00
238.00
T3063
26
1.07
Norfolk
O
Apr -Se t15
35.0
4
140.00
149.80
0.00
0.00
140.00
149.80
T3063
27
2.23
Norfolk
O
A r-Sept15
35.0
4
140.00
312.20
0.00
0.00
140.00
31220
T3063
28
4.33
Norfolk
O
rSe t15
35.0
4
140.00
606.20
0.00
0.00
140.00
606.20
T12587
29
1.98
Norfolk
0
Apr-Selpt15
35.0
4
140.00
277.20
0.00
0.00
140. 00
277.20
T12587
30
2.41
Norfolk
0
Apr -Se t15
35.0
4
140.00
337.40
0.00
0.00
140.00
337.40
T12587
31
3.1
Norfolk
0
Apr-Sept15
35.0
4
140.00
434.00
0.00
0.00
140.00
434.00
T12587
32
2.94 1
Norfolk
O
Apr-Sept15
35.0
4
140.00
411.60
0.00
0.00
140.00
411.60
if
I
Totals: 1 11.83 14338.6 0 14338.E
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C
Hybrid Bermudagrass - Hay
50 Ibs N / ton
D
Corn - Grain
1.25 Ibs N / bushel
E
Corn - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Fescue - Grazed
50 Ibs N / ton
H
Fescue - Hay
50 Ibs N / ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain - Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Total/ r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
6120 Feeder to Finish
0.36 2203.2
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 2203.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 11016 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 36 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 88.128 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
f Vae Crop in/hr * inches
1
Autryville
D
0.6 1
2
Autryville
D
0.6 1
3
Rains
D
0.4 1
4
Rains
D
0.4 1
5
Rains
D
0.4 1
6
Goldsboro
D
0.4 1
7
Goldsboro
D
0.4 1
8
Norfolk
D
0.5 1
9
Rains
D
0.4 1
10
Norfolk
D
0.5 1
11
Norfolk
D
0.5 1
12
Norfolk
D
0.5 1
13
Norfolk
D
0.5 1
14
Rains
D
0.4 1
15
Rains
D
0.4 1
16
Rains
D
0.4 1
17
Rains
D
0.4 1
18
Norfolk
D
0.5 1
19
Norfolk
D
0.5 1
20
Norfolk
D
0.5 1
21
Norfolk
D
0.5 1
22
Norfolk
D
0.5 1
23
Norfolk
D
0.5 1
24
Norfolk
D
0.5 1
25
Norfolk
D
0.5 1
26
Norfolk
D
0.5 1
27
Norfolk
D
0.5 1
28
Norfolk
D
0.5 1
29
Norfolk
D
0.5 1
30
Norfolk
D
0.5 1
31
Norfolk
D
0.5 1
32
Norfolk
D
0.5 1
6of11

Additional Comments:
This plan revised to reflect wetted acres and the addition of the field containing
pulls 29-32. This plan is written as a two year crop rotation of corn wheat and
soybeans.
A minimum of 72 acres/year must be in this rotation to allow this plan
to balance. The remaining acres may be planted to any crop the producer
desires.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Tommy Naylor Farms 1 &2; Fac. No.: 82-301
Tommy Naylor
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Tommy Naylor
Signature: -j &M L-
Date
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
M. Kevin Weston
8 of 11

Tommy aI l o r Forms 1 s,
Fac. No.: 82-3
Irrigation Add't.
Scale: 1 "=400'
Pull A Acres
1
1.51
2
3.51
3
3.43
4
4.59
5
4.84
6
4.75
7
1.93
8
4.46
9
2.49
10
3.65
11
4.25
12
4.16
13
2.51
14
4.10
15
2.39
16
1.55
17
1 QQ
l�r
Well w,
MA
I
D' offset
MFA

1 b 4.54
19 4.59
20 4.59 (,
21 4.59
22 3.86
23 2.47
24 1.32
25 1.70 3-
26 1.07
27 2.23
28 4.33
29 1.98
30 2.41
31 3.10
32 2.94
Total 101.83
fell w/100' offset
nmy Naylor Farm 2
Specifications:
ABI 90ATE984 Traveler
Nelson 150 Big Gun
1.02" ring nozzle ® 40 psi
172 gpm; 288' WD
200' Lane Spacings
I w/100' offset
nmy Naylor Farm 1

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1000 ft

-t r
)perator:101,I1,1Y NAYLOR County: 3AMPSON
):istance to dearest residence (other than owner):
L. AVERAGE LIVE WEIGHT (ALW)
Da Le: 11/08/94
0.0 feel:
0
sows
(Farrow to
finish)
x
L41Y
lbs.
= 0
lbs
0
sows
(farrow to
'feeder)
x
522
1 b s .
= 0
ibs
1224
head
(finishing
only)
x
135
lbs.
- 166240
lbs
0
sows
(farrow to
wean)
x
433
lbs.
0
lbs
0
head
(wean to feeder)
x
30
lbs.
_, 0
Lbs
Describe other
0
Total Average Live Weight _ 166240 ibs
2. 011NIMUM RE QUIRE0 THE AThIENT VO LU0IE OF LA000 Ni
Volume = 165240 lbs. ALW x Treatment. Volume(CF)/1b. ALW
Treatment Volume(CF)/.Lb. ALW = 1 CF/1b. ALW
Volume = 1.65240 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULAfI OPl
Vo LUMe = 0.0 cubic feet
1. rUfAL DESIGNED VOLUME
Inside top length (feet) - - ------•----------- 385.0
Inside top width ('Feet)------------------------ 135.0
'fop of dike elevation (felt)------------------ 100.1
uotl:oin of lagoon elevation ('feet)------------ 90.8
Freeboard (feet)--•---------------------------- 1.0
Side slopes (inside lagoon) -------------------- 3.0 1
Total design volume using prismo.idal formula
SS/ENO1 SS/END2 SS/SIOE1 SS/SIOE2 LENorid WIDfl1 DEPTH
3.0 3.0 3.0 3.0 379.0 '129.0 6.3
AREA OF TOP
LENGTH " WIo111 = `/
3/9.0 129.0 `•.118891 (AREA OF 1"OR)
AREA OF BOTTOM
LENGTH " WIDTH _
329.2 79.2 260/3 (AREA OF: fi01.1"0I1)
AREA OF I+IIOSECfIUN
LENGTH " 1,1101H * 4
354.1 104.1 147447 (AREA OF MIDSECTION * 4)
CU. Fr _ (AREA TOP + (4*AREA riioSEc r.LoN) + AREA GOf"f OM] D'cPIii/li
48891.0 1.417447.2 26072.6 1.4
--7y, 'royal. Designed Volume Available = 30766N CU. PT.

G. TEMPORARY srURAGE REQUIRED
URAINA60 AREA:
Lagoon (top of dike)
I.. ength * Width =
385.0 135.0 51975.0 square feet:
Buildings (roof- and lot water)
0.0 square feet Describe this area.
TOTAL 0A 51975.0 square fleet.
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1..31
Volume = 166240 lbs. ALW/135 lbs. ALW " 1.37 gal/day 180 days
Volume = 301838 gals. or 40352.7 cubic feet
56. 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. Plush systems that re'circulaw
the lagoon water are accounted for in 5A.
Volume _ 0.0 gallons/day 180 days storage/7.48 gallons
Volume — 0.0 cubic feet per CF'
K . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall _
/0 inches
Volume = 7.0 in ' 0A / 12 inches per toot
Volume = 30318.8 cubic feet

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation Is
one (1) inch and the recommended maximum application rate is 0,
inch per hour. Refer to the waste utilization plan 'ior further detail-
--B. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
o. 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 stabie
outlets.
S. K•oep 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. Uo not pump within 200 feet oil a
residence or within 100 'Feet of awell. Waste Ohal.l be applied in o
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1917 prohibits the discharge of
pollutants into waters of the United States. The Uapartment of
Environment, Health, and Natural Resources, [Division of t_nviron-
mental Management, has the responsibility for enforcing this law.

Operator:TOMiMY iNAYLOR County: SAMPSON
Distance to nearest residence (other than owner):
1
2
STEADY STATE LIVE WEIGHT
Date: 03/15/93 -foQ
1000 feet
0
Sows
(farrow
to
finish)
X
1417
lbs. =
0
0
Sows
(farrow
to
feeder)
X
522
lbs. =
0
2448
Head
(finishing
only)
X
135
lbs. =
330460
0
Sows
(farrow
to
wean)
X
433
lbs. =
O
0
Head
(wean to
feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 325 feet ; width 200 feet
Top of dike at elevation 50.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 48.70 feet
Bottom of lagoon at elevation 38.00 feet
Seasonal high water table elevation 46.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 317.2 192.2 10.70
AREA OF TOP
LENGTH X WIDTH
317 192
AREA OF BOTTOM
LENGTH X WIDTH =
253 128
AREA OF MIDSECTION
LENGTH X WIDTH X 4
285 160
0966 J(Area of Top)
32384 (Area of Bottom)
182578 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
60966 182578 32384 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL 1492071 CU. FT:'\

S. TEMPORARY STORAGE REQUIRED
Drainace Area:
Lagoon (top of dike)
Length X Width =
325 200 65000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 65000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 330480 Lbs. SSLW X CF of waste/lb/day X ISO
Volume = 80902 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washino floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
Volume = 0 Cubic feet gallons per CF
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches Der foot
Volume = 37916.667 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 37917 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80902 Cubic feet
5B. 0 Cubic feet
5C. 37917 Cubic feet
5D. 37917 Cubic feet
TOTAL 1.56735 Cubic feet

6. SUMMARY
Total required volume = 487215 Cubic feet
Total design volume avail.= 492071 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 330480 Cu. Ft.
At elev. 46.00 Ft; Vol= 338368 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 454155 Cu. Ft.
At elev. 48.00 Ft; Vol= 450140 Cubic feet (start pumping)
Seasonal high water table elevation is 46.00 Feet, which must
be lower than the elevation of top of treatment volume 46.00
DESIGNED BY:
�-.ems----��'--`'------
DATE:
APPROVED BY:
------------------
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
------------------------------------------------------
------------------------------------------------------------------------
------------------------------------------------------------------------
------------------------------------------------------------------------

Operator:TOMMY NAYLOR County: SAMPSON
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
2
3
9
/--" -5
Date: 03/16/94
1000 feet
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
2448__Head
(finishing only)
X
135
lbs. =
330480
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 330480 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume = 0 cubic feet REMOVED AS NEEDED.
TOTAL DESIGN VOLUME
Inside top: length 330 feet ; width 195 feet
Top of dike at elevation 50.00 feet
Freeboard 1.0 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 49.00 feet
Bottom of lagoon at elevation 38.00 feet
Seasonal high water table elevation 46.00 feet
Total design volume using prismoidal formula:
SS/ENDl SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 189.0 11.00
AREA OF TOP
LENGTH X WIDTH
324 189
AREA OF BOTTOM
LENGTH X WIDTH =
258 123
AREA OF MIDSECTION
LENGTH X WIDTH X 4
291 156
61236 (Area of Top)
31734 (Area of Bottom)
181584 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
61236 181584 31734 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 503349 CU. FT.

S. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
330 195 64350 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 64350 Square Feet
___> Design temporary storage to be
A. Volume of waste produced
180 days.
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 330480 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 80902 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
Volume = 0 Cubic feet gallons per CF
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 37537.5 Cubic feet
D. Volume of 25 year- - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 37538 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A,
80902
Cubic
feet
5B.
0
Cubic
feet
5C.
37538
Cubic
feet
SJ.
37538
Cubic
feet
DOTAL 155977 Cubic feet

6. SUMMARY
Total required volume = 486457 Cubic feet
Total design volume avail.= 503349 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 330480 Cu. Ft.
At elev. 46.20 Ft; Vol= 343691 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 465812 Cu. Ft.
At elev. 48.00 Ft; Vol= 443640 Cubic feet (start pumping)
Seasonal high water table elevation is 46.00 Feet, which must
be lower than the elevation of top of treatment volume 46.20
DESIGNED BY: APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following iterns are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre —
charged to 112 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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 48.0 as marked by permanent markers. Stop pump —out when
the fluid level reaches elevation 46.0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ—
mental Management, has the responsibility for enforcing this law.

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

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure — an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910 -433 - 3 - -p
EMERGENCY MANAGEMENT SERVICES (EMS) s4L�e
SOIL AND WATER CONSERVATION DISTRICT (SWCD) _�( p-5g�-1gl¢3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) Q (O - 5r lq tp-3
COOPERATIVE EXTENSION SERVICE (CES) Qt o -SCI.L_ I t to t
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basins -and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
--� I,A L,
(Landowner Signat re)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure
surfaces covered animals
Floor surfaces Wet manure -covered (✓)Slotted floors;
floors (V)Waterers located over slotted floors;
(V)Feeders at high and of solid floors;
(-')Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (v)Frequent manure removal by flush, pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(,')Proper lagoon liquid capacity
Biological mixing
(v)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
High pressure agitation
(-')Irrigate on dry days with little or no wind
nozzles
Wind draft
(v)Minimum recommended operation pressure
(,')Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
— November 11, 1
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(✓)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked
Poorly maintained access
(✓)Farm access road maintenance
onto public roads
roads
from farm access
Additional Information:
Available From:
Swine Manure Management 0200 Rule / BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfioor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101,
Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signatu )
13

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary
Routine Mortality
a ❑
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136 .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEC.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owne.t(jvlanager
Signature of Technical Specialist
— Z—�CI
Date
14-a
Date

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division
of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DWQ no later than 60 days following the transfer of ownership.
General Information: _
Name of Farm: �[l7yv ,; R1h r �o r 1 ! -2— Facility No:
Previous Owner(s) Name:
New Owner(s) Name:
Mailing Address:
Farm Location:
Please attach a copy of a county road map with
directions, milepost, etc.): AS3a }
Operation Description:
Type of Swine No. of Animals
E3
Wean to Feeder
Q
Feeder to Finish k�p (�
0
Farrow to Wean
0
Farrow to Feeder
0
Farrow to Finish
0
Wean to Finish
Gilts
0
Boars
M
Type of Poultry No. of Animals
E] Layer
El Pullets
Other Type of Livestock.,
Phone No: q to _ S (nit - a0411q
Phone No: %0 - 5iO4 - 2"
County: Saad n
below (Be specific: ron mes,
Type of Cattle No. of Animals
❑ Dairy
0 Beef
Number of Animals
Acreage Available for Application: \6\ • '2� 3 Required Acreage: \ o \ . S3
Number of Lagoons / Storage Ponds: 3 Total Capacity: i , 31c3 o S`Z Cubic Feet (ft3)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance procedures
established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above and will implement these procedures. I (we) know
that any modification or expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will
require a permit modification before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the
storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that this facility may be covered
by a State Non -Discharge Permit or a NPDES Permit and completion of this forth authorizes the Division of Water Quality to issue the required permit
to the new land owner.
Name of Previous Land Owner: DC
Signature: _DeC.2c�.S e_8 Date:
Name of New Land Owner: l o
Signature:
Name of Manager (if different from owner):
Please sign and return this form to:
Date:
Date:
N.C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
a- \-I- \'l
November 1, 2004