310130_HISTORICAL_20171231

NOHTH CAHOLINA
Department of Environmental Qual
II

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Marshall Britt Farm
Marshall Britt
PO Box 27
Albertson, NC 28508
252-568-3560
07-04-2017
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-56& 26a8— _ T
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
Date
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: 7 � / 7
Technical Specialist Signature Date
-- - - -- - --------------------------------------------------------
878605 Database Version 4.1 Date Printed: 07-04-2017 Cover Page
e I

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 4,538,592 gals/year by a 4,896
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storagrox e capacities of a imately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
8181
Incorporated
9817
Injected
9817
Irrigated
8181
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,181
9860
-1,679
5,470,284
-931,692
Note: In source ID, S means standard source, U means user defined source,
' Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
878605 Database Version 4.1 Date Printed: 07-04-2017 Source Page 1 of i

Narrative
7/4/2017
This waste plan is based on the wettable acres of the farm completed on 8-16-2001 and displays the same
in calculation tables. Honey wagon areas have been put in this plan but should not be needed.
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878605 Database Version 4.1 Date Printed: 07-04-2017 Narrative Page I of I

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 (LI)
Soil Series
Crop Sequence
RYE
5620
AH i-HW
0.31
0.31
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
AH2A-HW
0.17
0.17
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
AH2B-HW
1.35
L35
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 2
5.97
5.97
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 3
5.45
5.45
NIA
Autryville
Small Grain Overseed
LO Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 4
3.27
3.27
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 5
2.91
2.91
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 6 1
4.331
4.33
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 7
5.15
5.15
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5620
Pull 8
1 4.911
4.91
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 33.82 33.82
LI
Potential Leaching
Technical. Guidance
Low potential to contribute to soluble
None
2
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
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
878605 Database Version 4.1 Date Printed 7/4/2017
PCs Page 1 of I
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
D
Soil Series
Total
Acres
Use.
Acres
I Crop
RYE
APAfie.
Period
Nitrogen
PA
Nutrient
Rcgd
(lbs/A)
Comm
Fen.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
5620
AH1-HW
S7
Autryville
0.3I
0.31
Small Grain Overseed
1.0 Tons
10/1-3/31
50
•0
-0
-Irrig.
50
27.74
0.00
-8.60
0.00
5620
AHI-HW
S7
Autryville
0.31
0.31
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
46.26
0.00
5620
2A-
S7
Autryville
0.17
0.17
Sma11 Grain Overseed
1.0 Tons
10/1-3131
50
0
0
brig.
50
27.74
0.00
4.72
0.00
5620
kH2A-HV
S7
Autryville
0.17
0.17
Hybrid Bcrrnudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig,
269
149.24
0.00
25.37
0.00
5620
kH2B-HV
S7
Autryville
1.35
1.35
Small Grain Overseed
1.0 Torts
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
37.45
0.00
5620
P2B-HV
S7
Autryville
1.35
1.35
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
26
149.24
0.00
201.47
0.00
5620
Pull 2
S7
Auuyvillc
5.97
5.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
165.60
0.00
5620
Pull 2
S7
Auhryville
5.97
5.97
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig,
269
149.24
0.00
890.94
0.00
5620
Pull 3
S7
Autryville
5.45
5.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
151.18
0.00
5620
Pull 3
S7
Autryville
5.45
5.45
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
813.33
0.00
5620
Pull 4
S7
Autryville
3.27
3.27
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
27.74
0.00
90.71
0.00
5620
Pull 4
S7
AutTyville
3.27
3.27
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
488.00
0.00
5620
Pull 5
S7
Autryvilic
2.91
2.91
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
0
0.00
0.00
0.00
0.00
5620
Pull 5
S7
utryville
2.91
2.91
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
0
0.00
0.00
0.00
0.00
5620
Pull 6
S7
Autryville
4,33
4.33
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
27.74
0.00
120.1 I
0.00
Sb2D
Pull 6
S7
Autryville
4.33
4,33
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
646.19
0.00
878605 Database Version 4.1 Date Printed: 7/4/2017 WUT Page I of 2

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Raq'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applc,
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
ppled
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
5620
Pull 7
S7
Autryville
5.15
5.15
Small Grain Overseed
1.0 Tons
I011-3/31
50
0
0
Irrig.
50
27.74
0.00
142.86
0.00
5620
Pull 7
S7
Autryville
5.15
5.15
Hybrid Bermudagrass Hay
5.5 Tons
311-9/30
269
0
0
Irrig.
269
149.24
0.00
768.56
0.0
5620
Pull 8
S7
Autryviile
4.91
4.91
Small Grain Overseed
1_0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
136.20
0.00
5620
Pull 8
S7
Autryville
4.91
4.91
Hybrid Bermudagrass Hay
F55ons
311-9/30
269
0
0
Irrig.
269
149.24
0.00
732.75
0.00
Total Applied, 1000 gallons
5,470.28'
Total Produced, 1000 gallons
4,538.59,
Balance, 1000 gallons
-931.69�
Total Applied, tons
jg
0.00
Total Produced, tons
y' _ '; ;N
70
Balance, tons
;
0.00
Notes: 1. 1n the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
878605 Database Version 4.1 Date Printed: 7/4/2017 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 apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
5620
AH1-HW
Autryville
0.60
I.0
5620
AH2A-HW
Autryville
0.60
1.0
5620
AH2S-HW
Autryville
0.60
1.0
5620
Pull
Autryville
0.60
1.0
5620
Pull
Autryville
0.60
1.0
5620
Pull
Autryville
0.60
1.0
5620
Pulls
Autryville
0.60
1.0
5620
Pull
Autryville
0.60
1.0
5620
Pull?
Autryville
0.60
1.0
5620
Pull
lAutryville
0.60
1.0
878605 Database Version 4.1 Date Printed 7/4/2017 1AF Page 1 of i
NOTE: Symbol * means user entered data.

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-avcrage nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts ofcopper 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
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
t5 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
55.00
110.00
164.99
Hay 6 ton R.Y.E,
300
29.38
27.50
55.00
82.50
Soybean 40 bu
160
15.67
51.56
103.12
154.68
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878605 Database Version 4.1 Date Printed: 07-04-2017 Sludge
e Page t 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.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
l
1
72
1
2
58
1
.3
74
1
4
100
1
5
' 125
1
6
169
1
7
180
1
8
180
1
9
180
1
10
159
1
11
143
1
12
122
* Available Storage Capacity is calculated as of the end of each month.
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878605 Database Version 4.1 Date Printed: 07-04-2017 Capacity Page 1 of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS 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).
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878605 Database Version 4.1 Date Printed: 7/4/2017 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.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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878b05 Database Version 4.1 Date Printed: 7/4/2017 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.
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878605 Database Version 4.1 Date Printed; 7/412017 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.
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878605 Database Version 4.1 Date Printed: 7/4/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): AHI-HW, A142A-HW, AH2B-HW, Pull 2, Pull 3, Pull 4,
Pull 5, Pull 6, Pull 7, Pull 8
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 I' to 1.5' in row.
For broadcastldisked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information.or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): AHI-HW, AH2A-HW, AH2B-HW, Pull 2, Pull 3, Pull 4,
Pull 5, Pull 6, Pull 7, Pull 8
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 Ibs/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.
---------------------------------------------------------------------------------
878605 Database Version 4.1 Date Printed: 07-04-2017 Crop Note Page 1 of 1

ANN HERRING (MURPHY FARM)
2
3
0
AH2-A 6
rs.s Az +/-
7
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7/4/2017 10:28:54 AM, 1:300

Ann Herring (Murphy Farm)
8/14101
C
Hard Hose Traveling Gun System
Wettable Acre Computations
ce Guide & Specifications
Inirt
Hose
Lane
Tlme To Apply
Model
Flow�Rate
Pre r:
Length
Flow I Q
Spacing
Acres Per
1 Inch Acr
Time Per Pul[
(OPM ( 1
L J SI
(Ft.)
(1n'
(Ft.)
Pull
(Min.)
(firs. i
Cadman 3000
270 150
910
3.04
1 260
1 6.5
100
10 8
Cadman 2250
C 1�
[::i::]
ImL R0—JL—Xi—UL-2
150 RING NOZZLE iaOR
150R . Body + Cap + Sol of 7 Rings
Specify size when ordering
0.86' 0.97, 1.08, i .18"
6287.086 6287-097 62A7.10A A2 1S
COMPONUM;
DmjN ow
CUP
097M 06237•111
i6286
il 60
C Flow Path
1.2 6" 1.34'
1.411.47'
A7A7.1?A A7R7_1'%A
A7117_1AI
PSI i
GPM
DIA. FTJ
GPM
DIA. FT.,
GPM
D1A, FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA, FT.
GPM
DIA. FT
GPM
DIA. FT.
50
! 100
245
1 130
265
165
285
205
300
255
320
300
335
350
350 1
385
353
60
110
260
143
280
182
3
5
3152
75
335
330
350
385
365
423
366
70
120
270
155
290
197
310 .
245
330
295
350
355
365
415
380
458
383
80
128
280
165
300
210
320
260
340
315
360
380
380
1 445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
340
355
380
425
400
500
415
550
419
110
T 156
310
195
330
247
350
305
370
370
390
445
410
525
425
J 577
429
120
1 157
315
204
335
258
360
320
380
385
400
465
A20
545
435
1 603
439
Existing Hard Hose_ Traveler Gun_Irri-rat�ystem
• # of Exterior Lanes....................................................................................................2
+ # of Interior Lanes..................................................................................................... 6
# of Single Lanes.......................................................................................................0
• # of Total Lanes......................................................................................................... 7
• Lane Spacing.............................................................................................................189' - 242'
• Wetted 0...................................................................................................................316'
• Lane Spacing as a %......................................................................... ....................60% - 77%
I

Ann Herring (Murphy Farm)
8/14/01
Lane 2
> Start End Area [Table EE75 - B]................................................................................ 0.86 ac.
> Middle Area [698'(31572 + 235'/2)/43,560]............................................................4.41 ac.
> Stop End Area [Table EE75 - G]...............................................................................0.70 ac.
> Total Area [(0.86 ac. + 4.41 ac. + 0.70 ac.)] ........................ .5.97 ac.
Lane 3
> Start End Area [Table E175 - B].................................................................................0.79 ac.
1.
Middle Area [724'(242')/43,560]............................................. ..........4.02 ac.
.......................
StopEnd Area (fable E175 -G].................................................................................0.64 ac.
Total Area [(0.79 ac. + 4.02 ac. + 0.64 ac.)].............................................................. SAS ac.
Lane 4
> Start End Area ['fable E170 - B].................................................................................0.75 ac.
Middle Area [383'(218')/43,860]..............................................................................1.92 ac.
> Stop End Area [Table E170 - G].................................................................................0.60 ac.
Total Area [(0.75 ac. + 1.92 ac. + 0.60 ac.)] ............................. .3.27 ac.
Lane 5
%- Start End Area ['fable E160 - B].................................................................................0.66 ac.
Middle Area [400'(189D/43,560]............................................... ..........1.74 ac.
StopEnd Area [Table E160 - G].................................................................................0.51 ac.
Total Area [(0.66 ac. + 1.74 ac. + 0.51 ac.)].............................................................2.91 ac.
Lane 6
➢ Start End Area [Table E160 - B].................................................................................Q.66 ac.
Middle Area [760'(218')/43,560)..............................................................................3.16 ac.
Stop End Area [Table E160 - G].................................................................................0.51 ac.
Total Area [(0.66 ac. + 3.16 ac. + 0.S 1 ac.)] ................... ..........................4.33 ac.
Lane 7
> Start End Area [Table E170 - B]................................................. ....0.75
.... ..... ..... . .
ac.
Middle Area [760'(218')/43,560]..............................................................................3.80
ac.
...........
Stop End Area [Table E170 - G]..................................................................... .0.60
ac.
Total Area [(0.75 ac. + 3.80 ac. + 0.60 ac.)]..............................................................
S.IS ac.
Lane
Start End Area(A) [Table EE75 - B]...........................................................................0.86
ac.
Middle Area(A) [248'(315'/2 + 235'/2)/43,560] ...................................................... .1.87
ac.
StopEnd Area(A) [N/A]............................................................................................0.00
ac.
Al
Start End Area(B) [Table EE75 - B/2].......................................................................0.43
ac.
Middle Area(B) [406'(315'/2 + 235'/2)/43,560]........................................................2.56
ac.
>
Stop End Area(B) [Table EE75 - G]...........................................................................0.70
ac.
>
Total Area [(0.86 ac. + 1.57 ac.)/2 + 0.43 ac. + 2.56 ac. + 0.70 ac.)] ........................4.91
ac.
i7

Ann Herring (Murphy Farm) 8/14/01
Total Lane Acres
;�- Lane 2........................................................................................................................3.97 ac.
iLane 3........................................................................................................................5.45 ac.
Lane4........................................................................................................................3.27 ac.
Lane5........................................................................................................................2.91 ac.
Lane6........................................................................................................................4.33 ac.
;o Lane 7.......................................................................................................................5,15 ac.
i► Lane 8........................................................................................................................4.91 ac.
Total Wettable Arres.................................................................................. 31.99 ac.
Honey Wagon Acres IF D -
FIELDAH 1................................................................................................................. 0.31 ac.
FIELDAH2-A.............................................................................................................0.17 ac.
FIELDAH2-B..............................................................................................................1.35 ac.
iTotal Aeres.................................................................................................1.83 ac.
Prepared by Agriment Services Inc.
P.O. Box 1088 - BeulavUle . NC - 28518
Phone [phone]- Paz (252) 068-27$0
Jy2+
-Y-Z�
Signature of owner or facility repre ntative
111�
AII
Printed name of the same above
Date
Printed name of the same above
/G 6 i
Date
3

Ann Herring (Murphy Farm)
8/14/01
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42
Ti

Agriment Services, Inc.
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permitor DWQ Identification Number: 31-130
B. Lagoon Identification: — Marshall Britt (Lagoon 2)
C. Person(s) taking Measurements:
Jonathan Miller
D. Date of Measurements: 1/16/2015
E_ Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer: Sonar Boat
b. Distance form the lagoon liquid surface to the bottom soil of lagoon: Range Pole
c. Thickness of the sludge layer if making a direct measurement with "core sampler": n1a
F. Lagoon Surface Area (using dimensions at inside to of bank): 0.93
(Draw a sketch of the lagoon on separate sheet, list dimensions and calculate surface area. The lagoon may have
been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acre, use 8 points: — 8
b. If more than 1.33 acre, surface area acres x 6 = sampling points, with a maxium of
24:
(Using sketch and dimensions, develop a uniform grid that has the same number of intersection 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 measurement of distance from liquid surface to top of sludge layer and record it on the
Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
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): --
0.47
J.
Determine distance from top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records): —
1.70
K.
Determine distance from Maximum Liquid Level to Minimum Liquid Level
(use lagoon management plan or other lagoon records):
2.70
L.
Calculate distance from present liquid surface level to Minimum Liquid Level
(Item K - Item I, assuming present liquid level is below Max. Liq. Level): - —
2.23
M.
Record from sludge survey data sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points):
9.53
N.
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):
5.42
O. Record from sludge survey data sheet the average thickness of the Sludge Layer: 4.11
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N - Item L): 3.19
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item
O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Ronnie G. Kennedy
Print Name Sign r
1 of 3

Agriment Services, Inc.
Appendix 2. Sludge Survey Data Sheet
Lagoon Identification: Marshall Britt (Lagoon 2)
Completed by: Ronnie G. Kennedy
Print Name
Revised August 2008
Date: 1 /16/2015
Signat
(A)
Grid Point
No.
(B)
Distance from liquid surface to
top of sludge
(C) -
Distance from liquid surface to
lagoon bottom (soil)
(C)-(B)
Thickness of sludge layer
Feet (tenths)
Feet (tenths)
Feet (tenths)
1
2
3
4
5
6
7
a
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
# of points
with readings
558
X
X
Average of
points
5.42
9.53
4.11
At pump
intake
4.50
x
X
*All Grid Points and corresponding sludge laver thickness must be show on a sketch attached to this Sludge Survey_
Data Sheet.
2of3

Agriment Services, Inc.
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 information on the Lagoon Sludge Survey Form (Item O and P, respectively). 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 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 multiiy by layer thickness to calculate layer volume. For irregular
shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with
constant side slope, the "Prismoidal Equations" may be used.
Lagoon
1 Average Sludge Layer Thickness (T) :
4.11 ft.
2 Depth of lagoon from top of bank to bottom soil surface (D) :
11.70 ft.
3 Slope = horizontal/vertical side slope (S) :
3.00
4 Length at top inside bank (L):
260.00 ft.
5 Width at top inside bank (W):
155.00 ft.
6 Length at midpoint of sludge layer (Lm) = L - 2 S (D - (T/2)) :
202.13 ft.
7 Width at midpoint of sludge layer (Wm) = W - 2 S (D - (T12)) :
97.13 ft.
8 Volume of sludge (Vs) = Lm Wm T:
80,691.17 ft
9 Volume in gallons Vsg = V (7.5 gaLAV) :
605,183.74 gal.
10 Thickness of existing liquid trot. zone (Y)
3.19 ft.
11 Thickness of total treatment zone (Z) = T + Y
7.30 ft.
12 Length at midpoint of total trot. zone Lz = L - 2(S)(D-(Z/2)
211.69 ft.
13 Width at midpoint of total tmt. Zone Wz = W - 2(S) (D -(Z12)
106.69 ft.
14 Volume of total treatment zone (Vz) = Lz Wz Z
164,796.72 ft
15 Ratio ( R) of sludge layer volume to total Treatment volume R = VsNz
0.49
If the ratio exceeds 50%, than a sludge Plan of Action may be required. Check with DWQ for information on
filinq 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:
16 Design sludge storage volume (DSSV)
fte
17 Ratio (R) of sludge layer volume to treatment volume adjusted for (DSSV).
0.49
Lagoon Identification: Marshall Britt (Lagoon 2) Date:
1/16/2015
Completed by: Ronnie G. Kennedy
Print Name Sign
3 of 3

Agriment Services, Inc.
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permitor DWQ Identification Number:
B. Lagoon Identification:
C. Person(s) taking Measurements:
D. Date of Measurements:
E_ Methods/Devices Used for Measurement of:
Revised August 2008
31-130
Marshall Britt (Lagoon 1)
Jonathan Miller
1/16/2015
a. Distance from the lagoon liquid surface to the top of the sludge layer: — — > Sonar Boat
b. Distance form the lagoon liquid surface to the bottom soil of lagoon: > Range Pole
c. Thickness of the sludge layer if making a direct measurement with "core sampler": nla
F. Lagoon Surface Area (using dimensions at inside to of bank): > 2.15
(Draw a sketch of the lagoon on separate sheet, list dimensions and calculate surface area. The lagoon may have
been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acre, use 8 points:
b. If more than 1.33 acre, surface area acres x 6 = sampling points, with a maxium of
24: 13
(Using sketch and dimensions, develop a uniform grid that has the same number of intersection 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 measurement of distance from liquid surface to top of sludge layer and record it on the
Data Sheet (last row); this must be at least 2.5 it. when irrigating.
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): — 0.47
J. Determine distance from top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records): -- — 1.70
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level
(use lagoon management plan or other lagoon records): - — — 2.70
L Calculate distance from present liquid surface level to Minimum Liquid Level
(Item K - Item I, assuming present liquid level is below Max. Liq. Level): 2.23
M. Record from sludge survey data sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points): > 9.83
N. 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): — 5.74
O. Record from sludge survey data sheet the average thickness of the Sludge Layer: 4.09
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N - Item L): — 3.51
Q If item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item
O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Ronnie G. Kennedy
Print Name S?igono4atrjAree
1 of 3

Agriment Services, Inc.
Appendix 2. Sludge Survey Data Sheet
Lagoon Identification: Marshall Britt (Lagoon 1)
Completed by: Ronnie G. Kennedy
Print Name
Revised August 2008
Date: 1/16/2015
Signat
(A)
Grid Point
No.
(B)
Distance from liquid surface to
top of sludge
(C)
Distance from liquid surface to
lagoon bottom (soil)
(C) - (B)
Thickness of sludge layer
Feet (tenths) .
Feet (tenths)
Feet (tenths)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
# of points
with readings
2450
X
X
Average of
Dints
5.74
9.83
4.09
At pump
intake
5.00
X
X
*All Grid Points and corresponding sludge layer thickness must be show on a sketch attached to this Sludge Survey
Data Sheet.
2of3

Agriment Services, Inc.
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 information on the Lagoon Sludge Survey Form (item O and P, respectively). If the lagoon has a
designed sludge storage volume, see notes at and 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 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 multily by layer thickness to calculate layer volume. For irregular
shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with
constant side slope, the "Prismoidal Equations" may be used.
Lagoon
1 Average Sludge Layer Thickness (T), . 4.09 ft.
2 Depth of lagoon from top of bank to bottom soil surface (D):
12.00 ft.
3 Slope = horizontal/vertical side slope (S) :
3.00
4 Length at top inside bank (L):
360.00 ft.
5 Width at top inside bank (W) :
260.00 ft.
6 Length at midpoint of sludge layer (Lm) = L - 2 S (D - (T/2)) :
300.27 ft.
7 Width at midpoint of sludge layer (Wm) = W - 2 S (D - (T/2)) :
200.27 ft.
8 Volume of sludge (Vs) = Lm Wm T:
245,952.45 ft3
9 Volume in gallons Vsg = V (7.5 gaLAP):
1,844,643.36 gal.
10 Thickness of existing liquid tmt. zone (Y)
3.51 ft.
11 Thickness of total treatment zone (Z) = T + Y
7.60 ft.
12 Length at midpoint of total tmt. zone Lz = L - 2(S)(D-(Z/2)
310.79 ft.
13 Width at midpoint of total tmt. Zone Wz = W - 2(S) (D -(Z/2)
210.79 ft.
14 Volume of total treatment zone (Vz) = Lz Wz Z
497,668.45 ft3
15 Ratio ( R) of sludge layer volume to total Treatment volume R = VsNz
0.49
If the ratio exceeds 50%, than a sludge Plan of Action may be required. Check with DWQ 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:
16 Design sludge storage volume (DSSV)
ft3
17 Ratio (R) of sludge layer volume to treatment volume adjusted for (DSSV).
0.49
Lagoon Identification: Marshall Britt (Lagoon 1)
Completed by: Ronnie G. Kennedy
Print Name
Date: 1 /1612015
Sign r
3 of 3

Agriment Services, Inc.
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permitor DWQ Identification Number:
B. Lagoon Identification:
C. Person(s) taking Measurements:
D. Date of Measurements:
E. Methods/Devices Used for Measurement of:
F
Revised August 2008
31-130
Marshall Britt (Lagoon 2)
Jonathan Miller
2/14/2014
a. Distance from the lagoon liquid surface to the top of the sludge layer: Sonar Boat
b. Distance form the lagoon liquid surface to the bottom soil of lagoon: Rande Pole
c. Thickness of the sludge layer if making a direct measurement with "core sampler": nla
Lagoon Surface Area (using dimensions at inside to of bank):
(Draw a sketch of the lagoon on separate sheet, list dimensions and calculate surface area.
been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
0.93
The lagoon may have
a. Less than 1.33 acre, use 8 points: 8
b. If more than 1.33 acre, surface area acres x 6 = sampling points, with a maxium of
24: - -
(Using sketch and dimensions, develop a uniform grid that has the same number of intersection 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 measurement of distance from liquid surface to top of sludge layer and record it on the
Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
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): > 0.30
J. Determine distance from top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records): > 1.70
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level
(use lagoon management plan or other lagoon records): > 2.70
L Calculate distance from present liquid surface level to Minimum Liquid Level
(Item K - Item I, assuming present liquid level is below Max. Liq. Level): — 2.40
M. Record from sludge survey data sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points): — 9.70
N. 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): — 5.64
O. Record from sludge survey data sheet the average thickness of the Sludge Layer: 4.06
P. Calculate the thickness of the existing Liquid Treatment Zone (item N - Item L): — 3.24
Q. If Item O is greater than item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item
O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Ronnie G. Kennedy
Print Name . Sign r
1 of 3

Agriment Services, Inc.
Appendix 2. Sludge Survey Data Sheet
Lagoon Identification: Marshall Britt (Lagoon 2)
Completed by: Ronnie G. Kennedy
Print Name
Revised August 2008
Date: 2/14/2014
Signatw
(A)
Grid Point
No.
(B)
Distance from liquid surface to
top of sludge
(C)
Distance from liquid surface to
lagoon bottom (soil)
(C)- A
Thickness of sludge layer
Feet (tenths)
Feet (tenths)
Feet (tenths)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
# of points
with readings
633
X
X
Average of
points
5.64
9.70
4.06
At pump
intake
4.60 X
X
"All Grid Points and corresponding sludge laver thickness must be show on a sketch attached to this Sludge Survey
Data Sheet.
2 of 3

Agriment Services, Inc.
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 information on the Lagoon Sludge Survey Form (Item O and P, respectively). 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 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 multily by layer thickness to calculate layer volume. For irregular
shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with
constant side slope, the "Prismoidal Equations" may be used.
Lagoon
1 Average Sludge Layer Thickness (T) :
4.06 ft.
2 Depth of lagoon from top of bank to bottom soil surface (D) :
11.70 ft.
3 Slope = horizontallvertical side slope (S) :
3.00
4 Length at top inside bank (L) :.
260.00 ft.
5 Width at top inside bank (W):
155.00 ft.
6 Length at midpoint of sludge layer (Lm) = L - 2 S (D - (T/2)) :
201.98 ft.
7 Width at midpoint of sludge layer (Wm) = W - 2 S (D - (T/2)) :
96.98 ft.
8 Volume of sludge (Vs) = Lm Wm T:
79,527.36 ft'
9 Volume in gallons Vsg = V (7.5 gat/ft') :
596,455.22 gal.
10 Thickness of existing liquid tmt. zone (Y)
3.24 ft.
11 Thickness of total treatment zone (Z) = T + Y
7.30 ft.
12 Length at midpoint of total tmt. zone Lz = L - 2(S)(D-(Z/2)
211.70 ft.
13 Width at midpoint of total tmt. Zone Wz = W - 2(S) (D -(Z/2)
106.70 ft.
14 Volume of total treatment zone (Vz) = Lz Wz Z
164,895.25 W
15 Ratio ( R) of sludge layer volume to total Treatment volume R = Vs/Vz
0.48
If the ratio exceeds 50%, than a sludge Plan of Action may be required. Check with DWQ for information on
filina the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume of
sludge NO (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio:
16 Design sludge storage volume (DSSV)
17 Ratio (R) of sludge layer volume to treatment volume adjusted for (DSSV).
Lagoon Identification: Marshall Britt (Lagoon 2) Date
Completed by: Ronnie G. Kennel
Print Name
0.48
2/14/2014
Signadroolr
ft3
3 of 3

Agriment Services, Inc.
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permitor DWQ Identification Number: _ 31-130
B. Lagoon Identification: Marshall Britt (Lagoon 1)
C. Person(s) taking Measurements:
D. Date of Measurements:
E. Methods/Devices Used for Measurement of:
Jonathan Miller
2/14/2014
a. Distance from the lagoon liquid surface to the top of the sludge layer: Sonar Boat
b. Distance form the lagoon liquid surface to the bottom soil of lagoon: Range Pole
c. Thickness of the sludge layer if making a direct measurement with "core sampler': nla
F. Lagoon Surface Area (using dimensions at inside to of bank): — 2.15
(Draw a sketch of the lagoon on separate sheet, list dimensions and calculate surface area. The lagoon may have
been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acre, use 8 points: -
b. If more than 1.33 acre, surface area acres x 6 = sampling points, with a maxium of
24: — 13
(Using sketch and dimensions, develop a uniform grid that has the same number of intersection 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 measurement of distance from liquid surface to top of sludge layer and record it on the
Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
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): 0.30
J. Determine distance from top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records): 1.70
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level
(use lagoon management plan or other lagoon records): 2.70
L. Calculate distance from present liquid surface level to Minimum Liquid Level
(Item K - Item 1, assuming present liquid level is below Max. Liq. Level): — 2.40
M. Record from sludge survey data sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points): — — 10.00
N. 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): 5.98
O. Record from sludge survey data sheet the average thickness of the Sludge Layer: 4.02
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N - Item L): 3.58
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item
O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Ronnie G. Kennedy
Print Name Signadire
1 of 3

Agriment Services, Inc.
Appendix 2. Sludge Survey Data Sheet
Lagoon Identification: Marshall Britt Lagoon 1
Completed by: _ Ronnie G. Kennedy
Print Name
Revised August 2008
Date: 2/14/2014
Signat
(A)
Grid Point
No.
(B)
Distance from liquid surface to
top of sludge
(C)
Distance from liquid surface to
lagoon bottom (soil)
(C) - (B)
Thickness of sludgelayer
y
Feet (tenths)
Feet (tenths)
Feet (tenths)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
# of points
with readings
1612
X
X
Average of
points
5.98
10.00
4.02
At pump 5.00
intake
X
X
*All Grid Points and corresponding sludge layer thickness must be show on a sketch attached to this Sludge Survey
Data Sheet.
2 of 3

Agriment Services, Inc.
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 information on the Lagoon Sludge Survey Form (Item O and P, respectively). 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 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 multily by layer thickness to calculate layer volume. For irregular
shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with
constant side slope, the "Prismoidal Equations" may be used.
Lagoon
1 Average Sludge Layer Thickness (T) :
4.02 ft.
2 Depth of lagoon from top of bank to bottom soil surface (D):
12.00 ft.
3 Slope = horizontal/vertical side slope (S) :
3.00
4 Length at top inside bank (L) :
360.00 ft.
5 Width at top inside bank (IAA :
260.00 ft.
6 Length at midpoint of sludge layer (Lm) _ L - 2 S (D - (T/2)) :
300.06 ft.
7 Width at midpoint of sludge layer (Wm) = W - 2 S (D - (T/2)) :
200.06 ft.
8 Volume of sludge (Vs) = Lm Wm T:
241,320.61 f?
9 Volume in gallons Vsg = V (7.5 gat f l) :
1,809,904.61 gal.
10 Thickness of existing liquid tmt. zone (Y)
3.58 ft.
11 Thickness of total treatment zone (Z) = T + Y
7.60 ft.
12 Length at midpoint of total tmt. zone Lz = L - 2(S)(D-(Z12)
310.80 ft.
13 Width at midpoint -of total tmt. Zone Wz = W - 2(S) (D -(Z12)
210.80 ft.
14 Volume of total treatment zone (Vz) = Lz Wz Z
497,926.46 ft*
15 Ratio ( R) of sludge layer volume to total Treatment volume R = VsNz
0.48
If the ratio exceeds 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:
16 Design sludge storage volume (DSSV)
ft3
17 Ratio (R) of sludge layer volume to treatment volume adjusted for (DSSV).
0.48
Lagoon Identification: Marshall Britt Lagoon 1) Date:
2/14/2014
Completed by: Ronnie G. Kennedy
Print Name Signal r
3of3

O�O� W A T �9QG
UJ �
> r
o -c
April 21, 2006
CERTIFIED MAIL 7005-0390-0001-3199-9062
RETURN RECEIPT REQUESTED
Marshall Britt
PO Box 27
Albertson, NC 28508
Dear Marshall Britt:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Re: Request for Information
Sludge Survey Report
Marshall Britt Farm
NCA231130
Duplin County
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 NCA231130 Condition 1I1.16, 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
lntemet: www.ncwaterqualit LM Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer-50% Recycled110% Post Consumer Paper
Ox
Is ortitCarolina
Naturally
Raleigh, NC 27699-1636 Telephone [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

C3
n-
Er
o-
m
ri
Certleed Fee
p
Relum Receipt Fee
C3
(Enomeemem Required]
Res ��ede equ"i
�
m
C3
Total Postape & Fees
r

1k7arshall Brin
Page 2
4/21 /2006
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 91 Q-796-7215.
cc: Paul Sherman
WIRO File
V
Yours Very Truly,
Charles F. Stehman, PH.D, P.G.
Environmental Regional Supervisor II

o�0F WA 7-4 gp �� 1 I „ Michael F. Easley, Governor
William G. Ross Jr., Secretary
%r �1 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 31, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0273 2801
Marshall Britt
Marshall Britt Farm
PO BOX 27
Albertson, NC 28508
RE: Sludge Survey Testing Dates
Facility # 31-130
Duplin County
Dear Marshall Britt:
The Division of Water Quality (DWQ) received your sludge survey information on
January 31, 2005. With your results, you requested that a sludge survey for the lagoon at the
Marshall Britt Farm not be required for 1 year. Due to the amount of treatment volume
available, DWQ agrees that a sludge survey is not needed until 2006. The results of the 2006
sludge survey are to be submitted with the Annual Certification Form that will be due on March
1, 2007.
Thank you for your attention to this matter. 1f you have any questions, please call me at
[phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: file#:3.1-130,:�
Chester Cobb, Wilmington Regional Office
tWalCarolina
ura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http:A2o.enrstate.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer_ 50% Rerydedl10% Post Consumer Paper

C
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number 31-130 County Duvlin Year goo 3
Facility Name (as shown on Certificate of Coverage or Permit) Marshall Britt Farm
Operator in Charge for this Facility Marshall Britt Certification # 19629
Land application of animal waste as allowed by the above permit occurred during the past calendar year ® YES
❑ NO. If NO, skip Part I and Part II and proceed to the certification_ Also, if animal waste was generated but not
land applied, please attach an explanation on how the animal waste was handled.
Part I: Facility Information:
1. Total number of application Fields ® or Pulls ❑ (please check the appropriate box) in the Certified Animal
Wasie Management Plan (CAWMP): 2 Total Useable Acres approved in the CAWiVIP
47.7 .
2_ Total number of Fields ® or Pulls ❑ (please check the appropriate box) on which land application occurred
during the year: 1 Total Acres on which waste was applied 45.9
S. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and the
permit: 12561.92
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken off
site during the year N/A tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
Due to date of vermit 4/24/03 will suvvIv this information in Mav 04
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
(These numbers are for informational purposes only since the only permit limit on the number of animals at the
facility is the annual average numbers) T
8. Facility's Integrator if applicable: Murnhv Browns LLC
Part II: Facilitv Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLLANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during IR Yes ❑ No
the past calendar year.
AFACF 3-14-03 1

i. The facility was operated in such a way that there was no direct runoff of waste from
® Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
S. There was no discharge of waste to surface water from this facility during the past
® Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
® Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
® Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
® Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon N/A
❑ Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
s_ A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. N/A
❑ Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
® Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
® Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
® Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
® Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
® Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
® Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"l certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
Marshall Britt
Name a5d Title (type or print;
,/�zny04
Signature of Permittee
Date
Signature of Operator in Charge Date
(if different from Permittee)
Corrective Actions:
It should be noted that Technical Assistance is limited with the N/A answered items, however every attempt
will be made to comply by 4/9,4/04.
AFACF 3-14-03 2

i
Marshall Britt
P.O. Box 27
Albertson, NC 28508
Dear Marshall Britt:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
O' t3 �� � North Carolina Department of Environment and Natural Resources
i6. Alan W. Klimek, P. E., Director
Division of Water Quality
December 5, 2003
Subject: Certificate of Coverage No. NCA231130
Marshall Britt Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your Notification of Change Ownership received on November 19, 2003, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to Marshall Britt, authorizing the
operation_of_.the_subject _animal waste—c-ollection, treatment, storage and land application system in
accordance with NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Marshall Britt Farm, located in Duplin County, with an animal capacity of no
greater than an annual average of 4896 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). 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 July 1, 2007, and shall hereby void Certificate
of Coverage Number NCA231130 dated April 9, 2003, and shall be subject to the conditions and
limitations as specified therein. 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 General Permit. Since this is a new joint State and
Federal general pen -nit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit. The Devices to Automatically Stop Irrigation Events Form
must be returned to the Division of Water Ouality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
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. AN
E=I�
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
- Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enLstate.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
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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 permitconvey'any property rights in either real or personal property.
Upon 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 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
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, the Clean Water Act and 40 CFR 122.41 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 NPDES 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 Wilmington 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 Paul Sherman at [phone] ext. 529.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File NCA231130
NDPU Files

Nutrient Management Plan For Animal Waste Utilization
08-16-2001
This plan has been prepared for:
69-rr-r- F49-OA
-. v . ffl�ox aT1
A�L-6E2.rSo tJ, O L -
25a - 5 .6-9 --5s r6 o
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Sen�ic•e.s•, Inc.
PU Hox 1096
8eulm,ille, ,NC 28518
252-56 '548
eveloper Signaturc
Type of Plan: Nitrogen Only with Manure OnRy
Owner/Tvianager/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. t have read and understand the Required
Specifications concerning animal waste ma;nagernent that are included with this plan.
Signature (o%vner)
Signature (manager or producer)
/ %�'
V�
i
APR 0 6 xD09
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:i/i
Technical Specialist SiViattir Datz
------ - ---- -------------------------
266261 Database Version 1.06 Date Printed: 08-16-2001 Corer Page l
RECEIVED I DENR I DWQ
AQUIFFR-PROWTION 9ECT10N
MAR 312099

Nutrients applied in accordaace with this plan will tot, supplied front ,the
following source(s):
Commercial Fertilizer is not in tided in this plan-
S7
_production
Swine Feeder -Finish Lagoon Liquid waste generated 4'53E,592 gals/year
by a 4,896 animal Swirie Finishing Lagoon. Liquid operation. This
fac,iliry has waste >toragr, capacities of approximately 190 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
,0460
Incorporated-----
lrrigated --
--_---�A 1369
Actual PAN Applied
Year (
:I2683
Notes:
In source; ID. S means standard sourer., J meads user de inui source;-
------------------------------------------------------------------- ---------------------------------------- ------
266261 Database Version 1,06 );fate Printed: 0:3-16-2001 Souro" Page I

Narrative
ADDENDUM f TO WASTE UTILIZA7rIi_lN PLAN
OWNER: ANT HERRING
FACILTY NUMBER: 31-130
FARM NAME: ANN HERRING FARM
DESIGN CAPACITY: 4896 FEEDER TO FINISH
THIS WASTE PLAN IS A REVISION OF THE 1l24196 PLAN COMPLETED B'Y' JOHNNY L.
LANIER OF DUPLIN SOIL AND WATER. THIS WASTE PLAN IS BASED ON THE WETTABLE
ACRES OF THE FARM AND DISPLAA'S THE SAME IN THE CALCULATION TABLETS. PULLS;
2-8 REPRES)ENT'CHE SAME CROP AND SOIL TYPE FOR A TOTAL, OF 31.99 ACRES. PULL 8,
8A IS CURRENTLY IN CROPLAND A.ND WILL BE CONVERTED TO BERMUDA HAY WITH
SMALL GRAIN OVERSEED IN SPRING OF 2002 (TT-lE NEXT AVAILABLE. PLA3.14TING DATE
FOR BERMUDA). NOTE THE 10013OUND OPTION HAS BEEN USED ON THIS FARM
(EXPLANATION OF APPLICATION SCHEDULE INCLUDED) ; .HOWEVER., DUE TO THE
DEFICIT NOTED THE 50 POUND OPTION MAY BE USED ON :?f, ACRES IT MRS HERRING
DESIRES. IFTHE SO POUND OPTION IS USED THE BERMUDAL WINDUN MAY SE
EXTENDED TO SEPTEMBER 30 ON ]'HE 28 ACRES USED FOR THIS PURPOSE, THE SMALL
GRAIN WINDOW WILL HAVE NO RESTRICTIONS ON MONTHS NOT TO EXCEED 50 POUNDS
TOTAL PAN PER/ACRE AND THE APPLICATION W114DOW ATE--, BE 9/1 - 3/31. FIELD I HW
OF 1.83 ACRE -SWILL BE UTILIZED 131Y HONE-YWAGON (CER'r:_FICATION OF EQUIPMENT
ENCLOSED). MRS. HERRING PLANS TO APPLY HERVIASTE AGRONMICALLY ACCORDING
TO THE FARMS' SITE SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE ffvDRNULIC
CAPACITY OF THE SOIL.
NOTE: THIS PLAN SHOULD NOT BECOME EFFECTIVE: UNT:L. BERMUDA IS PLANTED ON.
PULL 8, 8A AND BERMUDA WINDOWS OF PREVIOUS FLAN ARE FULLY IMPLEMENTED
FOR THIS CURRENT CROP YEAR DEPICTED BY DATE ON PLAN.
----------------------------------------------------------------...-------------------------------------------- ------
Preview Database Version .-.0 Dane; Printeel: 08-16-2001 Narrative Page I

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
heeded to use the nutrients being produced. Tile platy requires consideration oftlie realistic yields of the crops to be grown, their nutrient requirements, and proper
liming of applications to maximize nutrient uptake.
Tl,ic rai3ir nrr�vides fit egrilliate Of the amoiirlt of nitrogen required by the crap 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 tide quantity of solid and liquid %ti,aste Chat will be applied on each Olield iii order to
'' �' ---- 1.,3
suppiy Lhe tnt icatud quantity of nitlor,an, froa, eaCii svtjFCE iS also -Him'Muou.
A t.�l.. ��LLt a1.., a.....1 .d.-..-d Md • �.w..l i:^A �r.. lSrin ,. f n 4i v ♦� w w'_a+tA n.L #-I .. Inn nelan.te#al.. n % des. r# e � #ilia #inn � +ba
ii Valance of Vie 1VLCii Wlanure t.SVµU� VLL grill µ c w—M.1 a��Gnu c zzppFv tiJ lincl�aµ4d +a• �h bl Lin r+ auvvaJ r.-r�lw.ti r for h :�.__. a_... ---
manure generated by the operation. 1lillinal upe1atioltS atat gelie ate 111quid, waste 'chid utilize waste storage ac111L1es (lagoons or holding ponds) int y apply m. ore Or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
*rile storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
`rJacte should be. analyzed before web application cycle and annual soil tests are required if anurial waste is being applied. Soil tests should be used to balance the
n�rtriant aprr3lirat-on amounts with the. realistic, yields of the rrnp to he gown, Nutrient management plaits may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Year 1
•
Tract
I
!
'
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
RYE
Unit
I
Applic,
Period
Nitrogen
PA
Nutrient
Pon'r1
Comm.
Fen.
Nutricrt
d i,nai
Res.
MWA)
N
;
Applic.
Method
Manure
PA
Nutrient
n.nni;m
Liquid
Manure
Applied
Solid
Manure
Vj lied
Liquid
Manure
Applied
(Fuld)
Solid
Manure
1 Vplicd
iFieiiil
N
N
Ibs1A
1000
l/A
tons
1000 is
tarns
5620
1
57
Autryville
43.9
31.0
eral/Annual Rye
2.0
Tans
19/1-3I31 1
100
0
0
Irri&
100
39.9
0.0
1,277.0
0.0
!S. Hay-4/7 Harvest
5620
1
S7
Autryville
55.9
32.0
iida Ha
5.5
'tons
*3115-8131
� 275
0
0
Irri
275
109.R
0.0
3,511.9
0.0
36-G
ii.w
57
Aui1 tiilie
1.8
1.8
ereail�, must R c
2.0
Trn1s
'911-3,'3'
100
0
0
Irri
100
399
0.0
73.1
0.4
Ile •-4/7 Ilan: est .
.
------------------------------ -------•------------------------------------------------------------- — --------------------------------,-.---------------------•--------------------------------
266261 Database Version 1.06 Date Printed: 08-16-2001 WUT Page 1

Waste Utilization Table
Yeal- I
{
a
?diGaget;
1'A
Comm,
o m ,
Part.
Res.
(lbslA)
IVI'mure
PA
Licluicl
1[anure
Solid
Manure
Liquid
;�4anure
Solid
NIanurO
Nutrient
Nutrimt
I Nutrient
Applied
Applied
Applied
Applied
Rcgd
Applied
E Applied
(acre)
(acre)
(Field)
(Field)
1
1
I
•.r ,
y i`
Iff
l
aourcrl
j 'Total
t Use.
i RYF
I Applic.
j Applic,
loco
i ra4i
1 [-ieid
i. v.
j Dull aciie,�
' nc.7c
= t��t�
�.> >
1 n'i%.
U,,ii
iii ;Zi'lGu
id
;v
_ii
l rvi�#i'ivi+
1iSsiri
--1/n
1 ta[:s
;L'0�'
i:,;��
5620
lbw
S7
Autrw'ille
1.8
1.8
Bermuda ss Hav
5.5
Tons
1 *3115-8131
* 275
4
0
1 ITir,
1 2751
109.81
0.0
200.9
0.0
{ Total Applied, 1000 gallons
5,063
I
Lagoon Liquids Total Produced- 1000 gallons
4,539
I3alance 1000 ]Ions
-5241
Taal Applied, toms
IIfo,
Manure So1idS Total Moducvd, temis
1
E Balance -tans I
1 01
Notes: 1- in the tract oolunm. symbol ._ means leased, otbenvise. emmed. 2. Symbol * means user entered data.
-------------------------------------------------------------------------------•------------------------------------- ---------------------------------------------------------------
266261 Database Version 1.06 Date Printc& 08-16-2001 WUT Page 2

The Irrigation Application Factors for each Meld in this flan are showlt in the following table. Infiltration
i rate varies with soils. if applying waste. nutrients through an irrigation system, you must apply at a rate
that will not result in ninoff, This table p_-ovides the maidmum application rate pe.' hour that may be
applied to eaub field selected to receive wastewater. It. also lists tlae maximum application amount that
each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Sots
Application hale
nId22112! ff
wr�iffl
Appliwition Amotad
indies
5620
1
Ao ille
0110
0.72
5620
Ihw
Autirrille
—� 0.60
0.72
- -------•--------------- ------------------------------------------------------ -
2662h 1 Database Version 1.06 . . Dato Printe t 08-16-2001 I.A.,F Page 1

The rollowirlg Lat;a)rr Sludge NitrogenUtilization table prorrdes air estimate stimare of the riur::it:er of aor{:s needed for
sludge utilization for- the indicated accumulaticti period, These egai ates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shove in the second column.
Lagoon sludge cuattuns nutrients and organic matter remaining after treatment and appl.icatioii oftille effluent. At
clean out, this material must be utilized for crop production and applied at agronomic ratees. fir nicst cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper- and zinc can al3q be limiting. Since
nutrient levels are generally very high, application of sludge riust b-- 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 poss-ible, care should be taken not n load effillent application fields with
high amounts of copper and zinc so that additional effluent cr nnot be; applied. On sires vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. SoiU containing very high phosphorous levels may also be a
concern,
Lagoon Sludge lt7itrogen Utilization Table
Maximum
Maximum Sludge
Crop
P.A.-N Rate
Application Rate:
Minilnulr.•. Acres
Minimum Acres
Minimum Acres
]b/ac
1000 ac
5 Years Accxrrrrulation
10 Years Accumulation
lS Years Accumulation,
Swine Filer -Finish Lagoon Sludge - Standard
Com 120 bee
150
13,113
6..38
_
1 r 122-75
184,13
j Hay 6ton R,Y.E,
_
NO
21i.32
3U.69
_ _
_ _^ 6139
92.0,7
13oyhean a{} bu
!6{!
i 1.0•;�__�s
57.5�
115.U$
172.n1
--------------------------------- ------------------------------I------------------._-.---_.-,..-..-------------------------------..
266261 Database Version 1.06 Dat[ Printext: 08-•16-:1001 ;nudge Page 1

The Available 'Waste Storage Capacity table provides an estimzxe of the number of clays of -,torage
capacity available ;at the end of each mont]i of the plan. Available stota_;e capacity is calculai-ed as the
design storage capacity mi days minus the number of days of net; storage volume accumulated. The start
date is a valve entered by the user and is dafmcd as the date prier to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holdiRg pond is equal -to zero.
Available storage wpacity should be greater than or equal to zero and less than or equal to ilia design
storage capacity of the facility. If the available storage capacity is greater than the desigp 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 estimartecl volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situation.; indicates that the pl mied application interval in the waste
utilization plan is i iconsiste t with the stricture's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Ugoon Liquid —�
Design SU raga Capacity (Days)
Start Date_
04/15
l 180
Plan Year
Montb
; Available Stora@;e Capacity (Days) *
96
1
—_— .--__
2
2
tic
_`—�- �— -- 106
l
_.... --
4
--_---- 106
165
180
1
10—
l 173
1
11
143
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------•----------------------------..-..------------------------------•--- -----------
266261 Database Version 1.06 Date: Printed: 0846-2001 Capa-.iiy Page i

71
Required Specifications For Animal Waste 11anagement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
mane n.ade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of i vaste 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 pravide evidence of ran agreement with a
landowner, who is within a reasonable proximity, allowing hnmlber the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure art update of lthe Nutrient management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop fiIpe, or available land.
"i
3. Ani.n-mil waste shall be applied to meet, but notexceed, the nitrogen needs
for realistic crop yields based upon sail 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 legs than :5 tams per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than XO tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 39.3 - ]Filter Strips).
5. Odors can be reduced by injecting the miwite or by disking after waste
application. Waste should not be applied when there is clanger of drift
from, the land application (field.
6. When animal waste is to be applied cin aicres subject -to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the .application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offs,ite or to surface waters and in a
____..________________Y_________________._______.,_---------
..__________,.____.._____..__.._______.._______r .yg
266261 Dat.ibase.Version 1.06 Elate Printed: 08-16.2001 Specification Page 1.

method which does not cause drift from the site during aipplication. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to .iatUrated soils, during rid afall
events.. or when the soil surface is frozen.
9. Animal waste shall be applied on actively Frowiirig 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 anifnal waste should also be
considered.
10. Nutrients from waste shall not be applied :in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
loadin;; rates on these soil; 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 ;wine facility sited on or after October 1, 1995 shall coanply with
the following: The outer perimeter of the land area. onto which waste is 1
{ applied from a lagoon that is a component of a s�► ine farm shall be at least
50 feet from any residential property boundary .and canal. Animal waste, "'
other than swine waste from facilitieE; sited on (it, after October 1, 1995,
shall not he applied closer that 25 feet to pereni[Oal waters. ;
12. Animal waste shall not be .applied closer than 100 feet to wells.
13. Animal waste shall not lie applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not -to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters., drainageways,
or wetlands by a,discharge or by over -spraying;. Animal waste may be
applied to prior converted cropland -provided the fields have been
approved as a land application site by a "itectinical specialist-". Animal
waste shall not be applied on grassed. waterways that discharge directly
into water courses, and on other gra!;sed viatcrKays, waste shall be
applied at agronomic raters in a manner that causes no runoff or drift from
the site.
------------------------- -------------------------------- ------------- -
266261 Database Version 1.06 Date Printed: ()a_ Spriiication Page 2

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 protfxt the vegetation. Vegetation such as
trees, shrubs, and other -woody species, etc., are! limited ito 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 Abe suspended or terminated, the
owner is responsible for obtaining and implemein4ing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, plumps„ reefs, etc., ,should be inspected
on a regular basis to prevent breakdowns, leak:;, and spills. A regular
?'F maintenance checklist should be kept: on site.
20. Animal waste can be used in a rotation Mat 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 duttring the crop season.
21. Highly visible markers shall be installed: to marl: 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 lie tested
at least annually at crop sites where"waste products are applied. Nitrogen
shall be the rate-determin-ing nutrient, unless other restrictions require
waste to be applied based on other nutrients, resniting 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
--------- ------------- -------------------- - -----
266261 Lsatabase Version 1.06 Date Printed: 08-16-2001 Sfcci#ication Page ,

metals approach excessive levels. pH shall be adjusted and naai.ntained for
optimum crop production. Soil and wasite analysis records slsall be kept
for a minimum of five years. Poultry dry waste- application records shall
be maintained for a minimum of three years. Waste application records
for all other waste shall be: maintained for a minimum of five Years.
23. ]Dead animals will be disposed of in a maianer that meets North Carolina
regulations.
26b26 i -- -t7 abase Version 1.0( - - - - - - Date Printed: 08-16.200l S A)C -Cation Pa .e

Crop Nt)tes
The following crop note applies to feld(s): 1, lh�v
Bermudagrass Coastal Plain., Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plairk, hybrid bermudagras,, sprigs can be planted. %lar. 1 to M&r. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not alloweaito dry irk sun and wind.
For Coastal and Tiffixi 78 plant at least 10 bu/ac in .3' rmvs, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full gratuideover in o.ie or two years under goo3 ,rowing conditions.
Tifton 44 spreaAs slowly, so use at least 40 bu/ac in 1.5' to ':' tows spa-jed P to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test 1br the amounts of lime; phosphorus, potassium
and micronutrients to apply preplant and for annual maUitenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and .luly. For e.tablishe d stands apply I'M to 240 lb/ac N
annually in split applications, usually in April and following the, first anti second had' cuts. RtAuce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Prcfduction and Utili2at.ion of Pastures and
Forages in North Carolina for more infonnation or consult your regional agrononbst or extension agent for
assistance.
The following crop note applies to field(s): 1, 1hw
Cereal/Annual Rye: Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provile the bast opportunity to g(tt winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) berinudagrass-sod.
If drilling is not possible, the seeds may be, broadcast on short berrnuda sod foil -awed by a light cultivation
with a disc or tillage implement. The see+ling rate for broadcasr. planting, of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal wa,-te is tc• be applied to the bermuda prior to August
31. An application of 50 lbs/acre of Plant Available N iPAN) may be, � pplied between September 15 and
October 30. An additional 50 lbs.acre of PAN may be r:pplied•in February -March. if rye growth is
harvested on time and does not significantly shade the bermuda., PAN rates for the subsEquent bermuda
crop are based on realistic yields of bennG.da. A harvest: is raciuired prior to headiag; or April 7, which ever
comes first- This is necessary to mininkiZO the potential for shading be:nnuda and reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to prcvide th,-, best opportunity'�o get: winter growth.
The most consistent stands are obtained from drilling ry;grass into short (less than 3 inches tail)
bermudagrass sod. If drilling is not possible, the seeds may be broadca:;t on short bernwda sod followed
by a light cultivation with a disc or tillage implement. The seexiing rage for broadcast planting, of seeds
should be 1-5 limes the rate for drilled seeds. The last application of animal waste: i; to be applied to the
Bermuda prior to August 31. An application of 50 lbs/acre of I}AN ma.be applied ioeLween September 15
and October 30. An additional 50 lbs. acre of PAN rnWj be applied in. I-� ebruar�-Marcl>i. If additional PAN
is applied to the ryegrass in April -May, the PAN rate far the berrnucia raust be reduced by a corresponding
amount. This is necessary because ryegrass growth during April -Maur will reduce berrnada yields and
------------------- ------ -- -- -- ;------------------
266261 Dawbase Ver%ion 1..0- Date Printi!d: 08-K-2001 CHI dole Page 1

shorten the time bermuda cast fully utilize tha Pq- A harvest 13 required ty heading or April 7.. which ei.,er
comes first to prevent shading of ernergin;; bermuda during April-iViay period. To favor the production of
the Bermuda, additional harvests of ryc�grass will be required wtien the riegrass canopy raaehes 12 to I")
niches height .
------------------------------------------------- -----------------�------------------
266?.61 Database Version 1.0. Date Prip.1ttd: 08-1 E -200 l 0 o Note Page 2

State of North Carolina
Department of Envirom
and Natural Resources
Michael F. Easley, Governot-8
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Ann Herring
Ann Herring Farm
292 Bill Sutton Road
Albertson NC 28508
Dear Ann Herring:
VCRI IT 00
VED
JUN Z - f
2 C001
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 4, 2001 D Er VR-
AN 4 6 2001
DWo
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Ann Herring Farm
Facility Number-31-130
Duplin 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 Dean Hunkele on 6/4/99 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:
JK The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Dean Hunkele the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Dean Hunkele at [phone]. If within 90 days you
are unable to provide Dean Hunkele 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% recyde&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 fo resaN 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, DWQ 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 certification. 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. 57I.
Sincerely,
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
Murphy Family Farms

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
June 22, 2001
Ms. Ann Herring
Ann Herring Farm
292 Bill Sutton Road
Albertson, NC 28508
Subject: Wetted Acres Status & Notification
Ann Herring Farm
31-130
Dear Ms. Herring:
You were sent a letter on June 4, 2001 requesting that you provide me with the necessary
information to complete the evaluation of your facility with respect to a Wettable Acres Determination.
The result of this evaluation and the required action to be taken by you is indicated below.
Based upon the new information your facility is exempt at this time from undergoing a
Wettable Acres Determination. No further action is necessary at this time.
X Information that was provided was not sufficient to exempt the facility from a Wettable
Acres Determination. The Division of Water Quality will notify you at a later date by
certified mail detailing the requirements of a Wettable Acres Determination. This
information was the same used during the initial evaluation attempt.
If you have any questions regarding this letter, please do not hesitate to contact me at the
Wilmington Regional Office at [phone] ext. 219.
Sincerely
51,CKV-_zt-�
Dean Hunkele
Environmental Specialist
cc: DWQ Non -Discharge Compliance/Enforcement Unit
Wilmington Animal File 31-130
S:IWQSIANIMALSIDUPLIN12001\Ann Herring WAD Status.wpd
Wilmington Regional Office
127 Cardinal Drive Extension Phone: [phone]
Wilmington, NC 28405-3845 Fax: [phone]

Re; =3
Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number
Farm Name: �� .►-�=1
On -Site Representative: Gee
Inspector/Reviewer's Name:
�b I /t Date of site visit: ((�
Date of most recent WUP: 1 N4 Ic
Annual farm PAN deficit: `"13a pounds
Operation is flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
v Operation pended for wettable acre
determination based on P1 P2 P3
r
Irrigation System(s) - circle #6 hard -hose traveler; 2. center -!pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
El Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part II - F1 F2 F3,_before completing computational table in Part 111).
PART Il. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required.because.operation fails one of the eligibility
requirements listedbelow:
_ Ft Lack ofacreagewhichTesultedin:over�-applicationzfwastewater_(PAN) on:spray_
fields) :according-tofann'sdast-twoyearsmnf-.Tmgation-xecords. _
F2 Unclear, -illegible, -or lack of information/map.
F3 Obviousfeld-limitations-(numerous:ditches;failure�o deductTequired...
bufferlsetbackm3creage;-or25%:ofIota l_acreageidentified :in--CAWMP.-includes _
small ;-irregulady-shaped felds = fields:less#han-5acresfor travelers-or.lessthan
2 acres for. -stationary -sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part 111.

Revised April 20, 1999
Facility Number
Part III. Field
by Field Determination of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER''2
TYPE of
IRRIGATION
TOTAL
ACRES
CAWMP
ACRES
FIELD
%SYSTE
COMMENTS3
I
I
I
I I
I
I
I
I
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FIELD NUMBER' - hydrant, pull zone or point numbers may be used in place of field numbers
dependinc on CAWMP
and type of irrigation system. - If pulls, etc. cross -more -than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBER - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage-exceeding75% of its totai.acres and having Teceived less than 50%
of its annual PAN as documented in the farm's-previous -two years' ('l997 & 1993) of irrigation Tecords,-cannot serve as -the
sole basisforrequiring a WA Detemmnation.=$ack-up#telds-rnust-benoted in the -comment -section and must be accessible
by irrigation system.
Part IV. Pending WA Determinations
P1 Plan -lacks.following-information:
P2 Plan -revision may:satisfy-75% rule based on adequate overall PAN deficit -and by
adjusting all field -acreage-to below 75% use rate
P3 Other (iefin process of installing new irrigation system):

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT RE UESTED
Ann Herring
Ann Herring Farah
292 Bill Sutton Rd
Albertson NC 28508
Dear Ann Herring:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 8, 1999
Subject: Conditional Approval
Animal Waste Management System
Facility Number 31-130
Duplin County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements of
completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you of your
unresolved conditional approval status. Any facility receiving a conditional approval must notify Division of Water
Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the conditional certification
has been completed. Any failure to notify DWQ as required, subjects the owner to an enforcement action. As of
December 7, 1999, we have no record of any information from you, advising us of the status of your conditional
approval. Therefore, please fill out the attached form and have your technical specialist and landowner sign the form
in the appropriate areas.
The completed form mustbe submitted to this office on or before 45 days of receipt of this letter. Please be
advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to
provide DWQ with proper notification of your conditional certification status or possible failure to comply with the
requirement to develop and implement a certified animal waste management plan by December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Duplin 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
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ann Herring
Ann Herring Farm
292 Bill Sutton Rd
Albertson NC 28508
Dear Ann Herring:
01?OW'A
IT
A&4 0
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-130
Duplin 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. IRR1, IRR2, DRYI, DRY2, DRY3, SLUR1, SLUR2,
SLD1, 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,
x/
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
i
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
\ An Equal Opportunity Affirmative Action Employer 50% recyded/10% post -consumer paper

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Stai:eYsof North Carolina
"' . Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -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.
Application Date:
T� 1=3 �.
I . REQUIRED ITEMS CHECKLIST r "-
Please indicate that you have included the following required items by signing your initials in the space provided next to evefi ==
_item.
_ Applicants Initia191
Cu
1. . One completed and signed original and one copy of the application for General Permit --Animal-
Waste Operations;
2._ Two copies of a general location map indicating the location of the -animal waste facilities and n
field locations where animal waste is disposed; �f
3.' Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
IL GENERAL INFORMATION:
1. Farm's name: Ann Herrina Farm
2. Print Land Owner's name: Ann Herring
3. Land Owner's Mailing address: 292 Bill Sutton Rd
City: Albertson NC Zip: 28508
Telephone Number: 919-568-3989 _
4. County where farm is located: Duplin
5. Farm 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): Farm location: Rural pave Road # 1545 (Coy Smith Rd.)
near Albertson NC.
6. Print Farm s name (if different from Land Owner):
7. Lessee's 1 ntegrator name (if applicable; please circle which type is listed): Murphy Family Farms
31 - 130
FORM: AWO-G-E 2/26/97 Page 1 of 3

.V III. OPERATION INFORMATION:
1. Farm No.: 31-130
2. Operation Description: Swine operation
Feeder to Finish
4896 - Certified Design Capacity
Is the above information correct? dyes; Ono. If no, correct below using the design capacity of the facility
Tyne of Swine No. of Animals Type of Poultry No. of Animals Type_of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application: 70.00 ; Required Acreage (as listed in the CAWMP): g3jaf q::PS
4.- Number of Lagoons: ; Total Capacity: - tt 0.�=. 0 5:� Cubic Feet (f[3) _
Number of Storage. Ponds. ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any -field which has subsurface drains? = YES- or NO - (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? -YES or NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, f-IAA 11. tjeCr t n1 _ _ .- (Land Owner's name listed in question 11.2), attest that
this application for aAA deeA (Farm name listed in question II.1)
has been reviewed by me and is accurate and co plete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature //�!+ �� +-,-�'! Date Ell q C1 r)
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name Iisted in question IL6), attest that this
application for -Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand -that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

e _
State of North Carolina
_ Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -Liquid Animal Waste Operations
DIVISION OF WATER QUALITY REGIONAL OFFICES (2/97)
Asheville Regional WQ Supervisor
59 Wooditn Place
Asheville, NC 28801
[phone] -
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe_
Madison-
Bertie
Lenoir
Burke _-
McDowell
Camden
-Martin -
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk.
Craven
Pasquotank
Clay
Rutherford
-Currituck
Perquimans
Graham
Swiin -
Dare
Pitt
Haywood'
Transylvania
Gates
Tyrell
Henderson
Yancey
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax (910) 486•-0707
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr..
Raleigh, NC 27609
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin -
Person
Granville
Vance
Halifax
Wake
Johnstori
Warren
Lee
Wilson
Wilmington Regional WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] -
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabatras
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Staniy
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
(910) 7714600
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 2/97
Page 3 of 3
f

f:
J, WASTE MANAGEMENT PLAN CERTIFICATION _ JR EXISTING FEEDLOTS
I/C return the completed form to the. Division of Environmental Management at the address on the
Nerne side of this form.
ame of farm leaseprint) : r
Mailing Address:
w G o rnone iNo.: 91q _06E- 3M1
County (of farm): !'
Farm Iocation: Latitude and Longitude: ,3_t;Q0 o6' tom" / _ 4b, � (required). so, please attach a
copy of a county road map with Iocation identified:
Type of operation ' (swine, layer, dairy, etc.) : .,
Design capacity (number of animals) : 4M
Average size of operation (12 month population avg:):b _
Average acreage needed for land application of waste (acres)
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F ..0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance -standards and
specifications of the Division of Environmenial Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission 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 specialists and are included in the plan as applicable: minimum
separations (buffers); 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 applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When checked, see reverse side of form for conditions/exceptions.
Name of Technical Specialist (Please Print): 8; ]f„ �ov.jf oo
Affiliation (Agency): Q 1;A �,;) +- Wa'Jr,- Go,n,s er,Af; aA _ his f,,' c_t - -- -
Address (Agency): eo e Phone No.:
Signature: Date: p�'T---------------
O wnerlManager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be fled at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner (Please Print): R n r, HerriA
Signature:--ti.. Date: 1 ;i - a-o —9
Name of Manager, if different aom owner (Please print):
Signature: Date:
Note. A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DEM USE ONLY: ACE#

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems) -
Flush Gutters Accumulation of solids 14-EkKh system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(�mova bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (-)-Kaintain 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 Vegetative decaying vegetation (-4-(0`aintain vegetative control along banks of
Growth- lagoons and other impoundments to prevent
_ - accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)'• -
Feeders Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g.,7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues {) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (a.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 Areas Accumulations of animal wastes
and feed wastage
AMIC--November 11, 1996
O Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
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).

Dry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis (e.g- 7-10 day
Systems 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 stripes around "stockpiles and manure handling
areas as needed.
The issues checked �rtain to this operation. The landownerrntegrator 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.
(Landowner Signat re)
AA
(Faptn Name)
3)- ho
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27 69 5-7 613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
L�,Vegetative or wooded buffers;
(recommended best management
�practices;
t 7' good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
M-6ry floors
Floor surfaces
Wet manure -covered floors
() Slotted floors;
{ }-Waterers located over slotted floors;
seders at high end of solid floors;
( crape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits
Urine
{*-F�quent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
(] Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
(Trin maintenance; _
Dust =
{ ficient air movement
Indoor surfaces
Dust
ashdown between groups of animals_
_ -
O Feed additives; _
{ I Feeder covers;
_
{ }Feed delivery downspout extenders to _
feeder covers
Flush tanks
Agitation of recycled lagoon
{ } Flush tank covers
liquid whiles tanks are filling
{ } Extend fill lines to near bottom of
tanks with anti -siphon vents -
Flush alleys
Agitation during wastewater
O Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
{ ] Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations Agitation during sump tank filling {) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater (} Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
() Proper lagoon liquid -capacity
Biological mixing
O Correct lagoon startup procedures -
Agitation
(} Minimum surface area -to -volume ratio
O Minimum agitation when pumping
[ I Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
( rrigate on dry days with little or no wind
Wind draft
( rrni um recommended operation pressure
( ump intake near lagoon liquid surface
( ) Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
(J Bottom or midlevel loading
(! Tank covers
(J Basin surface mats of solids
{ y Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (J Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying { J Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading (4.9oil injection of slurry/sludges
spreader outlets Volatile gas emissions H'1Tilash residual manure from spreader after use
I ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (TS infection of slurry/sludges
or sludge on field surfaces S�oil incorporation within 48 hours -
;y Spread in thin uniform layers for rapid drying
(j Proven biological additives or oxidants
Dead animals Carcass decomposition '(I'Proper disposition of carcasses
Dead animal -disposal -Carcass decomposition ( J Complete covering of carcasses in burial pits
pits (j Proper (ocation7construction of disposal pits
IncineratorsIncomplete combustion { } Secondary stack burners
Standing water around Improper drainage (+ ade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads
roads from farm access
access road maintenance
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; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock,Manure Treatment and Storage; EBAE 103-83
NCSU=BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked { rtain 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 Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

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

EMERGENCY" ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
[phone]
[phone]
[phone]
[phone]
[phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for 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. Lagoon overflow -possible solutions are: .
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon -immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
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 flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a.. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and. the_ seriousness of the sitution.
b.- If spill leaves property or enters surface waters, call local EMS phone number.-
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - =, and local
NRCS office for advice/technical assistance phone number --
4. If none of the above works call 911 or the Sheriff's Department and explain you -
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 off -
site damage.
a. Contractors Name:
b. Contractors AddresE
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: VS.DA —NRCS _
b. Phone: 9 it - 29 b f 23a..O
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

r
WASTE UTILIZATION F_ _N
January 24, 1996
PRODUCER: ANN HERRING
LOCATION: 292 BILL SUTTON RD
ALBERTSON NC 28508
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 4896 hogs design capacity
PAGE 1
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should'be'used to reduce the amount of
commercial fertilizer -required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop'to be grown.
Several factors are -important -in implementing your waste -utilization
plan in order to maximize the fertilizer..value of the waste -and to
ensure that it is applied in an environmentally safe -manner. Always
apply waste based on -the needs -of the crop to be grown and -the nutrient
content of the waste.- Do not apply more nitrogen than the -crop can
utilize. Soil types are important as they have different-infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To -maximize the value of the nutrients
for'crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on.
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the.lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

l� WASTE UTILIZATION F V PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,.ft3, tons, etc.)
4896 hogs x 1.9 tons waste/hogs/year = 9302.4.tons
AMOUNT'OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4896 hogs x 2.3 lbs PAN/hogs/year = 11260.8'1bs. PAN/year
Applying the above amount of waste is -a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP.
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
_
-
-
APPLIC.
TIME
5620 -
1 -
AUB
BC
4.7 -
235
0
19.5
45.82.5 .
-
APR-SEP
5620 SG 1 150 0 119.5 1975
SEP-NOV
5620 1 JAUB BH 5.5- 1275 0 115 4125
APR-SEP
5620 �1 SG 1 150 0 115 1750
SEP-NOV
0 6 600
SEP--NOV
5620 . r- SA 1 1110 0 6 JGG0
APR -MAY
END
TOTAL 11692.5
- Indicates that this field is being'overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION P J PAGE 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS-
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
APPLIC.
TIME
END
_ V Indicates - that -this field is being -overseeaed - (i . e . interp-lanted)
or winter annuals follow summer annuals.
In interplanted fields (i.e-. small grain, etc, interseeded
- 'in bermudagrass), 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 definitely interfere with the 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
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 mowed to a
height of about two inches before drilling for best results.
Caution must be exercised in grazing or haying summer
annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for
nitrate levels is recommended.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.

WASTE UTILIZATION P. J
PAGE 4
The following legend explains the crop codes.used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
LBS N
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
SA
SUMMER ANNUALS (I.E. Sorghum -Sudan Hybri
AC
110
SG
SMALL GRAIN OVERSEEDED
AC
50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100
TOTALS -FROM TABLES 1 AND2
TABLE 1
TABLE 2
TOTAL -
AMOUNT 01
40.5 !_ 11692.5
0
40.5
*** BALANCE
11692.5
11260.8
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres.shown in each of the preceding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 1811.52 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

WASTE UTILIZATION P. _q PAGE 5
See attached map showing the fields to be used for the utilization of
waste water.
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.
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 waste being stored in
your structure be within 1.7 feet of the top of the dike.
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 Tables 1 and 2. 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 rate prior to applying the waste. .
NARRATIVE OF OPERATION:

WASTE UTILIZATION P. J PAGE 6
Plans and 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for.every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either has owns or has long term access to.adequate
land to properly dispose of. waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. 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; climate conditions, and
level of management, unless there are regulations -that
restrict the rate'of application for -other nutrients.-
4. Animal waste -may be applied to land that has a Resource
Management_System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste.should not be applied when the
wind is blowing.
When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops.
or grassland, the waste may be broadcast provided the
application does not occur during a season.prone to
flooding. (See "Weather and Climate in North Carolina" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
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 no more than 20 to 25 percent of the leaf
area is covered.

f
WASTE UTILIZATION P_ -,J PAGE 7
L0. Waste nutrients shall not be applied in fall -or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on'these soils
should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on bare soil.
11. Animal waste shall not be applied closer than 25_feet to
surface water. This distance may be.reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet'of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other_
property and public right -of ways.
15.'Animal waste shall not be discharged -into surface wasters,
drainageways, or wetlands- by -dis-charge or--by-over-spraying.
Animal- waste may be applied to -prior converted. wetlands
provided -they have been approved as a land application site
by=a "technical specialist". Animal waste should -not be
applied -on grassed waterways that discharge into water
courses, except when applied at agronomic rates 'and the
application 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. Lagoons and other uncovered waste containment structures,
must maintain a maximum operating level to provide adequate
storage for a 25--year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and 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. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. 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.

WASTE UTILIZATION P_ _J PAGE 8
NAME OF FARM: K.C. FARMS
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established do the ap-
proved animal waste utilization plan for the.farm named above. I
(we) know that any expansion to the existing design.capgcity 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 (DEM) before the new animals are stocked. I
(we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state from a storm event
less severe than the 25 year, 24 hour storm. The approved plan will
be filed on -site at the farm office and at the office of the local
Soil and Water Conservation District and will be available for review
by DEM upon request.'
I (we) 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 cer-
tify -that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: ANN HERRING
S I GNATURE : DATE: J
NAME OF MANAGER (if differend from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Johnny L. Lanier
AFFILIATION: Duplin Soil and Water Conservation District
ADDRESS (AGENCY): P. O. Box 277
Kenansville NC 28349
SIGNATURE: DATE: (A.,

hereby give you, el'I
(landowner) ( oducer)
permission to apply the lagoon effluent from your operation
on__ 7� acres of my land (see attached map showing the
field(s) to be used for the waste disposal). This
permission is granted for the life of the proposed swine
operation.
I' have not aryd will not give permission to -anyone =else to
apply their lagoon effluent -or -litter to'the fields and
tracts listed -below.
Tract(s) Number
T s�sj?_ 7
Field (s) Number
� 2-
The lagoon effluent is.to be applied in a manner that will
not' cause a. problem with the nutrients leaching out of the
soil and into .ground and surface water (lakes, streams, and
drainage ditches).
The application of the waste will be timed in a manner so
that it will not inconvenience the existing farming
operations.
(lan owner) (date)

USDA SOIL CONSERVATION SERVICE
-INAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME 3. F , gcrri.,
LOCATION Qh 3 1.5 `I-5 SE -of- ajtr�to:,-
SIZE OF OPERATION f `I22FARROW TO -FEEDER .
FARROW TO FINISH '
--- FARROW TO -WEAN
CONTRACTING COMPANY hEEDER.TO FINISH r
WEAN',TO' FEEDER
-OTHER.--
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM-ELEVAtION,-S0'6.o
-FEET
AS DESIGNED
AS BUILT -
INSIDE TOP DIMENSION
-61
DIKE TOP WIDTH
1.Z, 0
13. U '
TOP OF DIKE
`?�
BOTTOM OF LAGOON
,3,4. D -
� a
INSIDE SIDESLOPE ; ;%
o : ,
.0
OUTSIDE SIDESLOPE
P1PE INVERT
4 q• C)
41+.0 �F-
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NOy"
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO �f-
COMMENTS �1f- F�4 _set {r pl!;e� I�lev
G_/QV !lN�r Q�P_ar.uTl_ 14aoo,�w,,! r Ae- _ wh�.� �_eYM 0,)Oj3 �
ac�ahliS�l0J 0n diker - a••� d;rfvrA*t &Tree
V
SIGNATURE TITLE DATE 10 z
t

-..i
r�
rt
LAGOON DESIGN.CHECK LIST
✓1. Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
✓2. Dam Safety Exclusion
a. Dike not over 15 feet. high to down stream slope and not over
10 acre feet storage to top of, dike.
Storage Volumes
-a. designed volume exceeds needs
b. all temporary storage is designed above -the seasonable high
water table.
c. minimum of 6 feet treatment volume depth available
d. no sludge storage statement included if landowner so requests
!- operation & Maintenance ---Plan (sheet -included) _
--� begin and end pump -out elevations shown
-Location Sketch (included)
a. distance and direction to nearest residence shown
b. road numbers shown
C. north arrow shown
Hazard Classification Sheet (NC-ENG-34 included)
tea. distance to nearest stream in event of dike failure shown
-1b" _distance to nearest public road in event of failure shown
�. topo map of area to support a & b above .included
Waste Utilization Plan (included)
a'. all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
b. signatures of producer & person ]preparing plan,
c. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
d. legible ASCS maps of effluent disposal fields included
e. legible soil survey sheets showing all effluent disposal
fields included
f. suitability of soils for crops planned assured'
g. attachment "B;' on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG--538 included)
Va. minimum of three borings on Class IV & V lagoons
borincjs 2.0' below designed bottom of lagoon -
,r,. location & elevation of borings in relation to grid survey
-d-. seasonal high water table at highest elevation
borrow area location shown

cp a 2 , �3
LAGOON DESIGN CHECK LIST
Copy of 026 and supporting maps included if clearing involved,
(including access roads and waste application system sites)
fB1� Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
i2. Storage Volumes
0 C" .
designed volume exceeds needs
tb� all temporary storage is designed above the seaspnable high .
water table.
✓c.. minimum of 6 feet treatment- volume depth available
no sludge storage statement_ included if landowner so requests
operation & Maintenance Plan -(sheet included)
L/ begin and end pump -out elevations shown =
Location Sketch (included)
distance and direction to nearest residence shown
road numbers shown
north arrow shown
Hazard Classification Sheet (NC-ENG-34.included) '
c� distance to nearest steam in -event of dike failure shown
-�� distance to nearest public road in event of failure shown
�l topo map of area to support a & b above included
7. Waste Utilization Plan (included) :
all tracts, field numbers, field acreage, (available acres
B excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
t- �signatures of producer & person preparing plan
pumping agreement signed by adjoining landowner showing tract
umbers, field numbers, acres, etc. if needed
e. legible soil survey sheetsg eshowinall effluentdisposal
included
g y
sgelds included
atuiability of soils for crops planned assured
ttachment "B" on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG-538 included)
minimum of three borings on Class.IV -& V lagoons
-��orinc�s 2.0' below designed bottom of lagoon .
c. ocation & elevation of borings in relation.to grid survey
•�-cY seasonal high water table at highest elevation
orrow area location shown
_71 7

i
I .
POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLIa`!A 28458
[phone]
May 3, 1993
Mr. Billy Houston
United'States Department of Agriculture
Soil Conservation Service
P.O. Box 277
Kenansville, NC 28349
-.Subject:- Proposed 1224-Addition (J,E. Herring)
Dear Mr. Houston:
The enclosed project design and site location for the subject farm
is submitted for your review and approval._
If I can be of further service to you, please call me at (800-289-
2119), extension 523.
Sincerely,
Steve Wall
Project Engineer
smw
enclosures

14
1 + r G4011
Per, �.
_. :�: _ .•i' _ is .r� - — � - '-. -- - _.j:. :;.-.. _�. ._ ::,�.. - [-.."1
Te
--:: i
SCS DOES NOT CERTIFY THAT - 1:::__
EXCAVATION AND FILL VOLUMES-
-T'- ARE CORRECT .. -- - .---
F.—_----__..
s. `ice- _=
,
�_-
� ��-..-{:
.�
- .` I
.,- :�`;�
� �.:r•
e
- -�- _.
-7-777 -rt-
--,
_..as
_._.
{_ _T_. -
•T.--
•• , —
— -•_ -
-.:T �- 'fle' -... _.. -r _ ��---.r--- ` ---L...
[ram•.-
-77-
:r.=;_
Lt - �+.' t =T
_•=:f{`�¢
(`:
'!� :::�� - :!: :r ig'_: :f i:.:t:: 1 — '

Operator:J.E HERRING County: DUPLIN Date: 05/04/93
Distance to nearest residence (other than owner): .760.0 feet
1. STEADY STATE -LIVE WEIGHT
O.sows (farrow to finish) x 1417 lbs. = 0
0 sows (farrow to feeder) x 522 lbs. — 0
1224 head (finishing only) x 135 lbs.. 165240
0 sows (farrow to wean),. x .433'.lbs. ; 0
0 head (wean to feeder) x 30 lbs. 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW).= .165240
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165240 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW 1 CF/lb. SSLW
Volume = 165240 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION -
- Volume -0.0 cubic feet
Ve
4.- TOTAL DESIGN VOLUME
Inside top length 260.0 feet Inside -top width 155.0
Top of dike at elevation 45.7 feet - -
Freeboard 1.0 feet ; Side slopes 3.0 1 (Inside lagoon
Total -design lagoon liquid level at elevation -.44.7 feet
Bottom of lagoon elevation 34.0 feet
Seasonal high water table elevation 40.3 feet
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 149.0 10.70
AREA OF TOP
LENGTH-* WIDTH =
254.0 149.0 37846 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
189.8 84.8 16095 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
221.9 116.9 103760 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
37846.0 103760.4 16095.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 281234

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
260.0 155.0 40300.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0-square feet
TOTAL DA 40300.0 square feet
-Design temporary storage period to be 180 days.
5A. Volume of waste produced -
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 165240 Lbs. SSLW * CF of Waste/ Lb./Day * 180
Volume = 40451 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for -washing floors or vo
of fresh water used for a flush system. Flush systems that rec
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 23508.3 cubic feet
j

5D.— Volume of 25 year - 24 hour storm.
Volume = 7.5 inches / 12 inches per foot * DA
Volume 25187.5 cubic feet
TOTAL REQUIRED TEMPORARY -STORAGE
5A. 40451 cubic feet
5B. 0 cubic feet
5C. 23508 cubic feet_ -
5D. 25188 cubic feet -
TOTAL 89147 cubic feet � � .a9rAa&V
6. SUMMARY 2 S / 2 �
Total required volume 254387 cubic few
Total design volume avail. .281234' cubic feet
Min. req. treatment volume plus sludge accumulation 165240
At elev. 41.3 feet ; Volume is 166062 cubic feet (end pu
Total design volume less 25yr-24hr storm is 256047 cubic fee
At elev. 44.0 feet ; Volume is 255330 cubic feet (start
Seasonal high water table elevation 40.3.feet
7. DESIGNED BY : -IA23��',.rfi! APPROVED BY:
DATE: S/0/y3 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
SCS DOES NOT CERTIFY THAT
COMMENTS: EXCAVATION AND FILL VOLUMES
ARE CORRECT

Operator:=_______________________________>J.E. HERRING
County:======_____= ___=_____________ _____>DUPLIN
Date:--==__________________-______--_-----==>05/04/93
Dist.to nearest residence (other than owner):
760
sows (farrow to
sows (farrow to feeder):== - __-_-= _-_= _=_>
head (finishing only):===_ ----------------- __>
1224
sows (farrow to wean):==___ --------- _____ __>
head (wean to.feeder):=—___________________>
Storage -volume for sludge_accum. (cu. ft.):=>
_ 0
Treatment Volume (min. l_cu.-ft./lb. )=-=____>=
1.--
Inside top length:====
260.0.
Inside top width:-===______________________>
155.0.
Top of dike at --elevation: ___-__�-__=________>
45.7-
Freeboard:=== =___==__________________=_-_>
1.0
Side slopes:===-______-_ ------------------- =>
3.0
25 Year - 24 Hour Rainfall======____________>
7.5
Bottom of lagoon elevation:_ _______________>
34.0
Total required volume:=---=__-__=_> 254387
Total design volume avail.:===_____> 281234
Design end pumping elev.:===______==_______>
41.3
Minimum required treatment volume: 165240
Treatment vol. at end -pumping avail. 166062'
Design start pumping elev.:= ____---________>
44.-0
Min. required perm + temp. volume: 255330
Design vol. at start pumping elev.: 256047
Seasonal high water table elevation:====____>
40.3
NOTE: Verify that bottom of -temp. storage===>
41.3
is above water table elevation:
NOTE: Verify that temp. storage is adequate:
Min. required temp. volume: 89147
Design temp. volume available: 115172.

SPECIFICATIONS FOR CONSTRUCTION OF.WASTE TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction -area
before any excavating or fill is.started. Stumps will be removed.
within the area of the foundation of.the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris.- The
foundation area shall be loosened thoroughly before.placement of
embankment material.
Cut-off Trench:
A cut-off trench
the plans. L4,
.ty
Construction:.
-------------
(when specified) shall be installed
1JC!}t:rr. Q�c! Sloe S/�,c 16''eLi��c% Lvlf�
as- shown in
/, o , a,- % ,
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps--foot roller during.
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall -
include ten (10.) percent for settlement. To .protect -against see aage.,
when areas of unsuitable material are encountered,-theA wiill need to
be excavated _a minimum of ane { 11—foo belaw__ a e end]ed_ .and
comtaaE#�d with ae�aerial____(_ie-CL,_SC, CH};. Refer to the soils
investigation information in the.plans for .special considerations..
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will -be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest-6 months.excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of'excess'rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in_ an- annual pumping cycle, .but this storage volume- must- always be.
available. A maximum elevation is determined in each design -to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s')-. If the outlet -pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth-(6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
f -
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
planrecommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion �f ' S ?,&"Lp= v.� �
the fluid level reache A elevation L/V
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is //S/72
volume will vary considerably from year to year.

r-
4. The recommended.maximum amount to apply per irrigation 'is
one -(I) inch.and-the.recommended maximum application rate is.0.3
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. Keep a -minimum of 25 feet of grass vegetated buffer -around -
waste utilization fields adjacent to perennial streams. Waste will
not be -applied in open ditches. 'Do not pump within 200 feet of a
residence or within 100 feet of a well.--
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

_ r
T
f -
SEEDING RECOMMENDATIONS
-----------------------
-AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS. @ 8 LBS./AC..
(SUITED._FOR.MOST-SOIL CONDITIONS)-
-SEEDING DATES:.APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE]
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY.VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
260 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.CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH.AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Earthwork Calculations

---Total Volumes
Grid cell size: 3.58 by 3.57
original drawing scale: 100.00 ft/in
Project: HERRINGF
Drawing: PAD&LAGOON Fx posrci,
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: Murphy Farms, Inc. using SITEWORK BASIC
Date: 04/28/93 Time: 07:59:20
Final surface: Proposed
Initial surface: Existing
_ Tight Volumes'
Cut 9650.14
Fill - _ 4250.40
Difference 5399.74
All volumes are in cubic yards.
Expansion (%} - Expanded -Volumes
0.00- 9650.14
20. 00- - 5100".48
Net Export 4549'.66

0 120 240
36.00
38:00
40.00
42.00
46.0�
48.00
Mae
Rbport: Plan View Cross-section Locations
Project: HERRINGF
Drawing: PAO&LAGOON
Surface: Proposed
Prepared by: using,SITEWORK BASIC
09te,: 05/04/93 Time: 12:32:0i
Sca I e: 120 'fti i n

52.0
50.0
48. e
48.0
44.0
42.0
40.0
be. a
36.0
34.0
32.0
Cross -Section Plots
Digitized Points
Horiz. scale: 80 ft/in Vert.scale: 4 ff/in
Project: HERRINGF
Drawing: PAD&LAGOON
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using SITEWORK BASIC
Date'.* 05/04/93 Time: 12: 32: 28
A - A'
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .......................
........................................................... ............... ...... ........... ............. ............................................................ - ............... ..............................................................................................................................
............. ............. ........ ...... ................. ................. .......... . ............. . ........ ........ ........ .......................................................................................... ...................................
Proposed
.............. .......... ...... ...... ............ ................... ....................................... ...................... ...................... ... ....... .. . .............................. .................... ........ ...................................................
................................................................ ................. ................................ .............. ....... .......... ..................... ............. . .......... ..................... .............. .....................................................
............ ...... ...... ........................................................ .................................. .................................................. ............. .......... .............. . .................................
Existing
.......................................... ................. ....... ........ .... ...... .......... .......... ............................. . ........... ........ ....... .............
........................ ...... ............ ........ ...... ............................ .................................................. .................. ............. ........ ........ ... .............. ..................................................
............... ............... ............................................. ................................... ..................... ............. ................................. ...................................
716.3
r&-i"No-

Orientation: -45.0 Z Magnification: 15.0
``�
````
50.
45.
40.
. � .
,
^^ .~
. Inclination: 20.�
. .
3G. --
~
......
. .......... . '
'' '`''
-``````` . '~''�''�
Louer Left
30 Mesh Surface
Proposed
Project: HERRINOF
-Drawing: PAD&LAGOON
Bid Date:
Prepared by: using SITEWORK BASIC
3D Mesh Surface
`\
/

0 120 .240
36.00,
38.00
40.00
42.00
46.00
48.00
was
(Report: Plan View Cross-section Locations
Project: HERRINGF
Drawing: PAD&LAGOON
Surface: Proposed
Prepared by: using SITEWORK BASIC
Date: 05/04/93 Time: 12:51:52
Scale: 120 Win

47.3
45.8
44.3
42.8
41.3
39.8
38.3
36.8
35.3
33.8
32.3
Cross -Section Plots
Digitized Points
Horiz. scale: 30 ftiin Vert. scale:' 3 ft,(in
iProJect: HERRINGF
Drawing: PAULAGOON
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using SITEWORK BASIC
Date: 05/04/93 Time: 12:52:20
A - A'
.................................................................:..................._..................................................:......................................:.:...............................................................................:........................................
- _ Proposed
.............r.................... .....,....... .................,.................... ...............,,,........... ...,.,.,................,...................... .................. .................... .......... :......... ................................................................,....................... :.....................................
...
.
i.
....................................................................................................................................................................................................................................................................
1
.....................................................................:
...................................................... .................................................................................................. ................................... I ...................... ­­ .................... . .......... .......... ­,­.., .............
282.E
285.0

J.E.Herring 1224—Addition Duplin County
Typical View of . Lagoon & Connecting Pipe .
High
End
Pad
Elevation:.—_ 49-? ---
Low
End
Pad
Elevation:__ 45.7`___
Confinement
Building
Top of Dike Elevation--45•7'
Top width:_12' Maximum Fluid Elevation:__ 44.7'
Discharge Pipe Invert- Elevation:_— �.4.0___
Pit
Treatment Lagoon )
12 _ _" pipe (Needs to be
adequately supported) Maximum Depth:_ Qr7__._
Pipe Invert Between
t Lagoons:_ 1_!--
Bottom Elevation:_._34.0_ .. p �. W��
Inside' Side Slopes_ 3: 1 ..__ �ei�gr,�e s,W
Outside Side Slopes:�3_I_'.1����'7"
/VOTE.' r
g�PNv�cal b5 SCJ P.0/0- ,4,
7

0
United States soil P. O. Box 277
Department of Conservation Kenansville, NC 28349
Agriculture service Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME . ✓. FV91fAf Hf-rr jLOCATION Oft 5P, ' 1,5 Iff -_ �Oari! Lt
j ' 13 o� lJN SFr -",-I -
�ib�}son ->y�Z�0y-
TELEPHONE I_��r; � �� 9 ?9 SIZE OF OPERATION 9-
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER N» -F
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO.
ISSITE AT LEAST100 FEET FROM A "BLUE -LINE" PERENNIAL' STREAM? -YES ✓ NO— -
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO ✓-
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES ✓ NO
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES ✓ NO
DOES NON WETLAND NEED -TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL" PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT -- VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY- LAND APPLY WASTE? YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? , YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION — VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
YES. ✓ NO
.YES- T NO
YES�J NO QUESTIONABLE
YES NO
SITE APPROVED YES NO CONDITIONAL
COMIVIENTS,Ner✓ oo wr i ctve _ �"� At 1-;4e ✓ -WA C 1- v . /vo-r 6na",h
orw !7611-Xg.) f; #%Q
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL, STATE, OR LOCAL LEGISLATION.
AEG OoNX
.YU&E 7e50 FEET FROM RESIDENCE AT TIME OF DESIGN.
Is an agency of the
Department of Agriculture SIGNATURE _L17C DATE ,S'� l0— �'�

US Department of Agriculture NC -CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/owner �• �, _ r�►a _ �TCounty dun )&2
Location/Tract & . Field' Number TS 6.�.0 , 7ezt: l Acreage 9q.F
Prepared by Ay _ L?I c.T. Date = S�l o•-- q3
Brief Description 'of Planned Practice/RMS/Project Measure:
I-4100•► d- Atif..-c
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland-inc luded in the planning area: .(References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater_ Habitats of the U.S.; National Wetlands Inventory Maps;
NFSAM.
l/
No
Yes - IfI yes,
-- Identify types present `
-- Attach environmental evaluation showing whateffect
planned assistance will have on wetland and how this.
assistance is within policy
---- Have needed permits (LAMA, DEM,.Corps, etc.) been
obtained by.the landuser?
-- Make -sure no planned practices will put the landowner in
violation of'Swampbuster
2. Endangered and/or threatened species: (References: 190-GM
4100.22; Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur._in..planning area_
----Identify on map any designated critical habitat

Is: a.. designatednatural or scenic area included) in. the, planning
area .-. or will; planned actions impact. on an adjacent- natural or
scenic area?. (References:. 190-GM':'410-2.3 and.: .24-.)-
Yes- If yes, encourage- landuser. to. consult with. concerned -
agencies:,, societies., and: ihdividuals, to t. arriye: a
mutuAllyi satisfactory.. lands use; and: treatment,
4;.- - Dckesi_t hi-,1-plan iri-ng. 4,rea, imclude., the, ' -10,Q-yea�?.- flqed-.-plaitri-
(Refer�enqe ks-::, NCI.PM-,*, 19,0-r-G,M- 4a-Q..25-p HVaFlood Pla-in., maps-);
J1.
No:
Yes.. If---, yes.:,
tQ; have- sigplf i",
Is' the: assisted. action: likely -cant
adverse- effects: on. existing. natural and beneficial:
values:. in, the. flood.
Is, there, a, practical, alternative: -outside: the.- fl-ood�
Has; the- flood plain, been. usg�X-- for agricultural
'prpduqtion� for at least. 3. of , the. Iasi: 5. -yeais?,'
5., is: an; ;.a_r-chAe'o1O'qica-1 or historical. site; located: in, the, 'planning:
area,2.-, (,References:. NCPM:;., 420-GM- 4"01.; National Register- of.
H'is_tor,Jc, PlaLces),,
Uo-.
Yes. - If, yes,.. have. ' steps, been;
een-, taken, to ensure- the,
a protection: of this rea7:
6:., Are. there any, prime-, unique., or- locally, import -ant farmlands-- in
the: operating: unit?, (References: 110-GM--):
No,
Yes- — if yes-.,. identkfyon: a, soils in.ap - or legend,., MIL
T.. Wil_],. the.- act -ion; result in., sodbusting.7-
LI-11 NoI Yes-.
8... Wil ; 1. the.. action-. result in. swampbusting?---
No-. Ybs,
9.-.. Is: there�. a potential for, controversy,Z'- From, whom?. AJiV-,A;"j
Yes'

10. Are permits required?/Should the person contact permit agencies?
No ✓ Yes -
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate -reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
=.- - -DEEM-.-

WASTE UTILIZATION PLAN
Joseph Herring
Rt . 1
Albertson NC 28508
May 10, 1993
Your animal waste utilization plan has been specifically
developed for your 4896 FEEDER TO FINISH. 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 an_d/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 and annual soil tests are encouraged so that all
plant nutrients and lime -can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste -based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type -is important due to
different leaching potential and yield 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 on 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 the nutrients for crop production and
reduce the potential for pollution,' waste should be applied to
a growing crop or not more than 30 days prior to planting..
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based.on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
NUMBER OF TONS WASTE PER: TONS WASTE
ANIMALS TYPE'OF ANIMALS 1000 ANIMALS PER YEAR
4896 FEEDER TO FINISH 3700 18115.2'
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
TRACT
FIELD
SOIL
ACRES
CROP
CROPCODE
5620
1.
BnB 149
HYBRID BERMUDAGRASS HAY BH
TABLE C.- SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
CROP SOIL YIELD UNITS TOTAL.N *TOTAL F *TOTAL K
HYBRID BERMUDAGRASS HAY BnB 5.0 TONS 250 0 1140 -- 160
--------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
5620 1 BH IRRIGATE SWINE 250 0 APRIL TO OCT

The acres; crops, and application method shown in the preceding tables will
:accommodate approximately 5326.0 animals of the type shown in Table A.
If more commercial fertilizer is used than is -shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by: Title
Concurred in by: f: - Date
Pr ducer

SCS-EthG-536 U, S, OEPARTM CNT OF AGfUCUETURE
....-: Rcv. 5-70 SOIL CONSERVATION SERVICE'.
'SOIL. INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
'DATE• A
• • SHEET NO.• WATFRS14EU AREA MEASUREMENTS.
CROPLAND-ACRESRim
WOODLAND -ACRES TOTAL -'ACRES! WORK -UNrr CONSERVATTONTST
OFPROPOSED'P0NDsHbWJNG WHERE BORTNGS WERE MADE
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U_ S. Department of Agricul e
Soil Conservation Service
HAZARD 'CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
File Code: 21.0
Landowner LAW. Coonty ern
Conxnunity or: Group :-No - IV r Con ervationPlanft'-
Estimated Depth af.4fater to„Top of.Qam 1�.'7 Ft. Length of Flood Pool Ft
Date of Field Hazard Investigation, .
Evaluation by reach of floodl.plaiii�downstream to the point.of estimated minor effect
.from sodden
- . ,�t - Est.
'Est- . ,-Elevation
'. Ka nd :_of �` Imp:roveinents �� V`of' 'Breach
Reach: Lengthr, Width: -Slope:,' La' d •Use :., Improvements' Above - ;�..Floodwater.�Above
= flood" Plain: :Flood Plain
Ft:.. Ft:- Ft. -
2 ! hr�
3 _
Describe potentlal-.for loss�of life and`da ;ge4 to existing or probable future..downstream
improvements. from a sudden breach or+� 0014k w �•
040 0ro Y., 1300
Hazard Classification of Dam
Qam Classification-(1, II,(II
b,.c) (see HEM -Part 520.21)
IV, V)
le
Date
�.

Manurp. from .,Pits PS rCO 1
LIVESTOCK WASTE SAMPLINb, ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES
I. SAMPLE COLLECTION
A. Liquid Manure.Slurry
•1. Under -slotted -floor pit
a. Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g., by placing one's thumb
over the end of the conduit).
b. with both ends of the conduit open, extend -it into the manure
to the pit floor.
c. Seal the upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
C. Coll ect.samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly - " g y mix this slurry and empty approximately —i/2-pint
into sample container.
2. Exterior -storage -basin or tank - - -
a. Make sure the manure has been well mixed or homogenized with a -
liquid manure chopper -agitator pump or propeller -agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from the manure spreader and place -in a bucket.
c. Thoroughly mix and empty 1/2 pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample -for analysis into a flexible or expandable .container that
can' be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C.. Hand -delivery is the most reliable way of sample transfer, but it'can also
be mailed.
D. If mailed, sample. container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

f PSWCD 1
I. Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Slue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Dr., Ray'Campbell
F. Request that as a minimum the following analyses be performed:
I. Total nitrogen (TKN}
2. Ammonia nitrogen (NH N)
3. Total phosphorus (TP
4. Potassium .(K)
5._ Dry litter samples should also include a total -solids -(T5) analysis.,
G. Other analyses performed at no extra cost by HCDA:include trace minerals.

Lagoon Liquid
PSWCD 2
d. ' SAMPLE "COLLECTION
r.
B. Lagoon Liquid
1. Collect approximately I12 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (112 pint or less).on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Submerge the bottle within 1. foot of- the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
_into a. bucket, thoroughly mix, --and .empty -.-I pint into samp1 e
container. -
3'. From a multi --stage lagoon system collect sample from lagoon that
is going to be irrigated from.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. .The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately'.
C. Hand -delivery is the most reliable way of sample transfer, but it -can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then .boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along -with the sample.
1, Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell

f
PSWCD 2
F'. "Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen NH N)
3. Total phosphorus '
4. Potassium (K)'
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include -trace minerals.

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Qperator:J E�ogen� H�rring County: (3uplin Date:
`
Distance to r!eetL'idence (other th'a1 cawneri06�'0 fcet
'
\' S�/�AOY S�ATE L�VE WElG�T
`
0
sow�
(farrow to
finish�
x
1417
lbs. =
0
lbs
0
smws
(farrow to
feeder)
x
522
lbs. =
0
lbs
3672
heed
(fi 1-1iehing
only)
x
135
]bs. =
495720
lbs~
0
sow5
(farrow to
wean)
x
433
1bs. =
0
lbs
0
head
(wean to feeder)
x
`301.bs.
=
0
lbs `
_
T�TAL
STEADY STATE
LIVE
WEIGHT
(SSLW) =
49572�
ihs
2. MINIMUM �EQUIRED TREATMENT VOLUME OF LAGOON
.
V��ume' = 495720 l�s. 3SLW-x' Treat�ent' Vnlu��(�F>'/lb�
Treatment �Volume (��F) /}b. SSLW= 1 CF/lb. SSLW�
Volume = 495720 6i cuc f�et ` -
-
-
3. STQRA� L�F OLACMULATlON[G�- �
Volume = 0.0 cuhic feet '
4. TOTALDE5IGN VOLUME
`
Inside te-p length 360.0 feet ; Inside top vvidth 260.G feet
Top of dike at elevatj,on f2 feet
Freeboard' 1'5!feat � Side slpbs' 3.0 : 1 side lagoon)
Tota\ design lagoon liquid l'evel at elevation 47.7 feet
Bottom of laqoon elevatioo 37.2 feet
3easonal htgh °;ater table elevation 35.0 feet
Tota2 design volume using prismoidal formula.
2,9-/END1 SS/ENO2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DETH
3.0 3.0 3.0 3.0 351'0 �51.0 10.5
AREA OF
TOP
LENGTH
* k�1DlH =
351.0
251.0
88101.0 (AREA
OF
TOP>
AREA OF
DOTTOM
LENGlH
* WIDTH =
288,0
188'0
54144.v (AREA
OF
BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH w 4
319'5
219'5
2B0521'0 (AREA
OF
MIDSECTION * 4)
CU. FT.
= [AREA TOP
+ (4*AREA MIDGECTION>
+
AREA BOTTOM] * DEPTH/6
88101'0
2801-J21.0
54144'0 1'8

5. TEill, PORAiY S7l]�AGE REQUIRED
DRAINAG£ AREA�
Lagoon (t�� of Uike)
Le�gth * Widt� =
3�0'� 2�0.0 93600.0 square feet
Buildings (rnof and lot water)
Length * Width =
0.0 sguare feet
TOTAL DA 93600��) �quar� feet
Design temporkrIv storage period +o be 180 days. '
5A. Volue of waste produCed
pp, proxinate daily production -of manure jn �F/LB SSLW 0.00136-
' Yolu.e = 195720 Lbs. SSLW * CF of Waste/Lb./Qay * 1U0 day�
Vo}ume = 121058 cubic feet
`
56. Volume of wash water
�
7ld s i s the a�ount/ of fresh bsed for was�i ng f] oors or voluffie
nf fresh waLer usc4d fnr a flush �yste '. Fl ush 7,ystems that recircul ate
� the ) agC�on water are accounted for in 5A.
�u|ume = �.0 gallons/�ay * 1�� d�ys storage/7'48 gallons
per CF
Vol�we ~ 0.f) cubic feet
5C. Vuluo.e u+ rais�all in excess of evaporation
Use PC
riof.-I oT, time when r a i nfal l exceeds evaporation bX 1argest kin cuo�.
1AV da�e excess rainfall = 7'0 inches
Vnlume= 7'0 in. * DA / 12 inches per foot
VoJume = �4600'0 cubic feet

�
-
5D' ;olume of 25 yar
Volume = 7'�� tnches / 12 inche� perfooDA `
Volume = 58500'0 cubic feet
TOTAL REQUIRED TEMPO8ARY GTORAGE
5A. 121@58 cubic feet
' -5B. 0 cubic. feet ' -
�C. �54600 cubic feet
51). 58500 cubic feet
TOTAL 234158 cubtc feet
'
6. SUMMAR� .
` .
� �~
Total required -volume '729878 cubic feet -
'
Total desi}n voIume aysil. 739841 cubic feet -
Mi n. req. tr�atment vol ume pl us sl udqe accumul ati on 49572(/
'
At elev� 8 feet ; Voiume js 499243 cubic feet (end puonp,�_ng)
Total design volume less 25yr-24 r storffr js 6 81341 cubic feeL
`
At elev. 47'0 feet Vo1ume is 679051 cubic feestart pumping/
Seasonal high water table elevation 3�"0 feet
7' DESlGNED 8Y:���� ��"��_ APPROVED BY-
- '^~
DATE: /��' J /�J � DATE: �-j�-�
��
�� ��,
�*/
- - '
Qo
' . .
N�TE: SEE WASTE �lILI ZATlON PLAN

t.. -.. -F r-- - - --
i4 �. i.. I l` I_!i ?_�i' i? ,-'4. t'- TRt... i i�# I f�S iJ'_ii�:''
ci.rin9
Al i trees and brush sha 1 I be removed f t_Ctlit the construction area
before arty excavating or f i i i is started. . Sturrlps wi I I be rerrl+-'ved
Wi th i rt the area 0f the f=_+urlda.t i ors of the' eriib a rtk:rnent ar,d f i i I a e-d.=:
arid a 1 I ei:cavated areas.A I I stumps and r-ockts exceerig one
{ n c h i rl d i arneter sha I I L+e rent+ivf d t0 a M i Ft i Si1urtl deV+th f ante �. }
f+_++_+t. Satisfactory d i s p o siticFrt wi 1 I t,e made of of I +Jebr' is. The
faundat i on area sha I I be I ;ac+sEried th o r o u g h I Y before p I a c e m e n t of
ernbarJ-.:rnent mate i a I .
Cut-off Trench:
----------------
;A cut-off [rent-h (whr~ri spec i f i e-_I 5ha1 I be. instal I ed- as shown i rt
-the p l_ans. CO.1--00C/= 7''Ndr^JCA N2. t� olrC.P fo se /t�a�•.��a/
sl+a.�er.sl-
. SeG Ty�.ta1 CMo.r'rec'f'ies� .. .
Coristru�t i on -------------
Construct i on +_+f excavated and earthf i 1 1 areas sha I I be per-for-rned t _+
the neat I i n e s and S'r-ades as p I a.nned Devi at i +_ins from th i s w i l l
r e q u i re pr i r app+rva I of the `)C� o�_+Earthf i I I sha I I not be p I aced
i ri stand i n3 water arid,- reas+_+nab I e compact i or-, of the f i I l s sha I I be
perfor-rned by. the construct i on e q u i �rnrnt or sheeps--foot r o I t er- dur- i rig
p+I.acernerit. The embankment of the lagoon shai l be instal led using
the more , i rnpery i .--.us rnater i a l s. C nnstr-uct i can of f i I I fie i.8hts sha I I
include ten (10) percent for- sett l emertt. To protect against seepage,
when areas of unsuitable material are encountered, they w i I I need to
be excavated a rn i n i rnurn of +-rie (1) foot below grade and backf i I led and
compacted with a suitable material ( i e-C:L,SC:, C:H) . Refer- to the s+ i l s
investigation information in the p l arts for special cons i derat i r_+ns .
Precaut i ons shou I d be tai.-.eri +fur i rig construct i on to preven v excess i ve
eras i on and sed i rnentat i on ./
,4,0 >�wJ/� �4�r���/ •f CXDCC7rj ',114D dC CNCeu.l34r✓fei/
JOJ Q✓ate taF Sao� �ero. j 7
Vegetat i can:
-----------
AI I exposed ernbanV-rnertt art ether tare ccrtstr-ucte.1 areal shai I bb
seeded to the p+Ianned type of vegetation as soon as passible after
construct i on.

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SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rer. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME J" EVg -at Peretaq DISTRICT
R ! s
PHOTO SHEET NO.!' WATERSHED AREA MEASLTREMENn
CROPLAND -ACRES
WOO 1 1 f POND CLASS WORK! •
Ora
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BORINGS MADEP 1 i
�, �•..
135rl% ad' Iv L

hereby give you, ee
(landowner) ( oducer)
permission to apply the lagoon effluent from your operation
on r% acres of my -land (see attached map showing the
field(s) to be used for the waste disposal). This
permission is granted for the life of the proposed swine
operation.
][-have not and will not -give permission to -anyone else to
apply their -lagoon effluent or litter _to. the- fields and
tracts listed below.
Tract(s) Number Field(s) Number
s 7 2 Z.�Z - -
The lagoon effluent is to be applied in a manner that will
not cause a•problem-with the nutrients leaching out of the
soil and into ground and surface water (lakes, streams, and
drainage ditches).
The application of the waste will be timed in a manner so
that it will not inconvenience the existing farming
operations.
(lan(Towner) (date)

f 4
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I

i
United States
'js ; Department of
s Agriculture
,< e
t
del ,.
Soil
Conservation
Service
OPERATOR:err-4
Please review the attached plan and specifications carefully. Retain
this plan for your use and. records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon' is to be constructed. The Soil -Conservation
Service personnel will meet with ail concerned parties and walk over the
site to explain all flags and markings. It is important that -everyone,
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment OF cos t-shar-i ng
is involved).
The pad -dimensions -and grades are the best estimate. The BUILDER or _
CONTRACTOR is RESPONSi,BLE for final layout and'design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major. concern is the proper design and construction of the waste
treatment lagoon. _
The actual amount of material-requir_ed for. pads and'dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. if additional material is required after construction is complete
on the lagoon,' the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: i37P4/ cu . f t. _ =740d_ _ cu . yds.
Estimate of Excavation: bar;:"? cu.ft. = 131-9 cu.yds.
Estimate of Pad rr Dike: llo�b1.:3_cu.-ft. cu.yds.
126: d•t) -Ration
Job Class J -6-q2- _
Da to
Designed By
G Name
Design Approva r*
Name
7-
Date
k s4�v �=i.<m ����d�,lei icAl'
l
19A) �7,W n IV - 4Aee - 3
VOThe Sod Conservation Servgce
is an agency of the
f)soartment of Agrtcutture

r United States .Soil
Department of Conservation
Agriculture Service P O. Box 277.
Kenansvi l l e, NC 28349
.Telephone [phone]
-----------------------------------------------------------------
October 21, 19.91
Mr. J. Eugene Herring
Route 1, Box 184
Albertson, NC
Dear Mr. Herring:
We have almost completed your lagoon de.sign.- Please be aware
that this lagoon is being designed in land that is enrolled in
— the ASCS Conservation Reserve program. Since you have received
cost- share assistance _on- the establishment o-f the - tr~ees and
received annual-payime.nts on this land, yoLf need to 'advise _ the
ASCS office of this -change and possibly revise your CRP contract -
This should be done'as-soon as possible.
If you have any questions, please contact me.
Sincerely,
Michael E. Sugg
District Conservationist
cc: Kettrell Strickland, CED
Duplin ASCS office
The Sot Conservation Service /✓
is en agency of Me
Department of Apricufture. f

SPECIFICATIONS F1 IR CONSTRUCTION OF WASTE TREATMENT LAGOONS
C- leariri:
Al I trees and brush steal I be removed from the construction. area:
before arty excavating or fill is started. Stumps wi l I' be removed
within the area of the fc,undat i on E=f ' the eriibant:_rnent and f i I I areas
and all excavated areas. All sturnps acid r-+_1Qt5 e>:ceed i rig one ".I)
inch in diameter- sha I I be removed to a minimum depth _,f -jne (1 )
fig C. t, Satisfactory disposition will be rnade of all deter -is. The
foLind at i pan aea shFt. I I tie I vc,senPd thorough I before p I a.cem0r.it r.f
ernbant.--merit mater i a'l .
Cot -cuff Trench
A cut-ctff trench (when spec if i ed) sha i t be`' i nsta I I ed as ahctwrt i n
the plans. AACI ui -.-j - Z- �! oleeP_ 4-a
• i
8 4644'.+ I: / sral� ;r/e�vEr avir...r,.., A.C/(X, wi7F se N+v�e�.•a/-
5 ec npi Gal C MP/'SGC4-;e.A
Construction: -
--------------
Construction of excavated and ear-thf i I I areas sha H be performed to
the neat lines and grades as Planned. . Devi.at i cans from _this wi l l
require prior approval of the S)CS. Earthf i l I sha I I not be placed
in standing water- and reasonable compaction of the fills sha t l tie
performed by the construction equipment or sheeps--f_oot ro I I er dur i ng .
placement. The embankment of tFie lagoon sha l I be i nsta I led using
the rnctre i rnpery i ous materials. Construction of fill heights sha l l
include tent (10) percent for- "sett I erient. To protect against seepage,
when areas of unsuitable material are encountered, they w i l,l need to
b'e excavated a min irnurn of one ( 1 ) foo.t below grade and bact;f i I I a . and
c-ornpac-ted with a suitable material (i e-GL,-SG, C.H) . Refer to the soils
investigation information in the plans for- sF-ec i a l cans i derat i cans . - .
Precautions should be ' tal::en during construction. to prevent,. excessive
erosion and sedimentation. '
N�►Sa� wJ/� �1Ja�er,r / •1- �x�ec.�roi �a /e s ^) aNsd
Vegetation:
Al exposed embank -meat and other bare constructed areas stealI be
seeded to the planned type of vegetat i on as scion as possible after -
construction.

y}
'�. .
`
'
Operator:J Eugene Herring County:Ouplin Date: 10/21/91
Distance to nearest residence (other than owner): 1060,0 febt
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x 1417
lbs.
= 0 lbs
0
sows
(farrow to feeder)
x 522
lbs.
= 0 lbs
3672
head
(finiNhing only)
x 135
lbs.
= 495720 lhs^
0
sows
(farrow to wean,
x 433
lbs,
'= 0 lbs
0
head
(wean to feeder)
x 30
lbs.
= 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
�'
. .
--Vblume'= ' 495720 lbs. SSLWjx TreatmAnt Volume(CF)/Yb, S3L14'
Tkeatmhnt Volume(CF)/lb. SSLW= -1 CF/lb. SSLW
Volume V 495720 cubic feet
'
- - - - -
3. STORAGE VOLUME FOR SLUDG� ACCUMULATlON '
- - -
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
`
Inside top length 360.0 feet ; Inside top width 260.0 feet
Top of dike at elevation 49.2 feet
Freeboard 1.5 feet ; Side slopes 3.0 : 1 (Inside 1agoon\
Total design lagoon liquid Ovel at elevation 47.7 fpet
Bottom of lagoon elevation 37.2 feet
Seasonal high water table elevation 35.01eet
Total desi� Iume using is id l f l
gn vo ng pr mo a ormu a
8S/END1 SS/END2 SS/SlDE1' SS/&IDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 351.0 251.0 10.5
AREA OF TOP
LENGTH * WIDTH =
351.0 251.0 98101.0 (AREA OF TOP)
AREA dF BOTTOM
LENGTH * WIDTH =
288.0 188.0 54144.0 (AREA OF 8WOM)
-
AREA OF MIDSECTION
LENGTH * WIDTH * 4
319.5 219.5 280521.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA'MIDSECT1ON) + AREA BOTTOM] DEPTH/6
88101.0 280521.0 54144.0 1.8

�
.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
'
Lagoon (top of dike)
Length * Width =
360'0 260.0 93600.0 square feet
.
Buildings (roof and lot water)
.
Length * Width =
0.0 0.0 0.0 square feet
' '
�
TOTAL DA 93100. 0 sqpare feet
Design temporary storage period to be
18» days. .
5A.
. .
V6l ume of waste produced - -
- -
Approximate dKily production.of manurp in
CP/LB SGLW 0.00136-
Volume = 495720 Lbs. SSLW * CF of Waste/Lb./Day
* 180 days
Volume = 121058 cubic feet
5B.
Volume of wash water
'
This is the amount of fresh water used for
washing floors -or volume
of fresh water used for a flush sysLeM.
Flush systems that recirculate
the lagoon water are accounted- for in 5A.
Volume = 0.0 gallons/day *
120 days storage/7.48 gallons
per CF
Volume=0.0 cubic feet
5C.
Volume of -rainfall in excess of -evaporation
'
Use period of time when rainfall exceeds
evaporation by largest amount.
180 days excess rainfall
'
7.0 inchei�
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 54600.0 cubic feet

�
5D. Volume of 23 year - 24 hour storm.
Volume = 7.5 inches / 12 inches per
Volume = 5850o0 cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 54600 cubic feet
5D. 58500 cubc feet
TOTAL 234158 cubic feet
. '
6. S'MMARY
.
Tntal required voluiffie - 729878 cubi� feet -
Totel design vo1ume avai.l. 739841 cubic
Min. reg. treatment volume plus s�udge accumulatiun 495720 cubic feet
'
At 44.8 feet ; Volume ici 499243 ic feet (end pumping)
Total design volume less 25yr-24hr st6rm is 681341 cubic feet
At ele�. 47'0 feet ; Voldme is 6790�ff1 cubi� feet lstar t pumping)
Seasonal high water ta ]e elevation 35.0feet
7, DESIGNED BY. »� �� ��~,�_ APPROVED BY.
`
—' m�~
�r
DATEoATE:
bc AIA _x/qf�o Si
' eo /���
NOTE: SEE ATTACHED WASTE 'UTILIZATION PLAN
c1A=�� L q �r-11u^I- +'r.x�

OPERATION AND MAINTEtNANCE PLAN
This lagoon is designed for waste with �Oini(Tium odor
control, The time reqmired for - thep1anned fluid le*e1 �o be
reached may vary due to soil conditionsrflwshing operation�` a/�d
the amount of fresh water to the sys�em.
'
Land applic&,tion of waste water is �ecog�ized as a/ acceptabIe
method of dispos�l, Methods of aippIicatiou inc)ude solid set,
cemLer pIvot, guns, and rig*tion. Care shou]d be
Laken w�en applying wasn preve! fjE.l6 Cr damaqe '
�o crops. ^
The following items are to be carried out:
1. -It is -strongly recommunded that the tr&?,-�tment lagodn be re-
cha to 1 its: �capa�ity tcz-prevent-exFessive. 6or ~
s�a�t-up. Pre-chargi`ng reduces th*� (_--oncerT_t.ration-`cif al
waste'entering the lagoon thereby reducing_odors. Solid�u should be
covered with�effluent at all -timas' �
-
T|F,e a,:Lached waste utilizat`on 7Ian eh��}l be foll�wed. This
p eco mndssa�i ng n engf
o was see c men
�e�ore land appliC'atimn.
3, Begim pump -out of the lagoon when fluid level reaches eleY�-
t47.0 as marked by permanent marr1ers. Stop pump -out whey)
the fluid l�vel reaches.��levaLiun 44.8 or before f1uid depth is
le�s than 6 feet deep (this prevents twe loss of favorable
bacteria) . '
41 The recommended max im(Am amoupt t.o apply per irrigation is �
one (1) inch and the recommended maxiwum application rate is 0.4
i chr �our
n pe ^ - �
5. KeepveQetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should befertilized as ne�ded
6. Repair any eroded areas or areas damaged by r:odents end
establish in vege�tation.
7. Al] surfacE? runoff is to be diverted from t�`,e ]ag000 to stab�e
outlets.
8. The Clean Water Act of 1977 prohibits the dischargo of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
men�al Management, has the reponsibility for enforcing this law.

AREA TO BE SE EDEDu
SEEDING RECOMMENDATIONS
-----------------------
4 . [ 3 ACRES
USE THE SEED MIXTURE INDICATED;
ti LBS.- FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING I?A T Ei:_ a SEPTEMBER 15 TO i NOVEMBER .0)
.''..40 LDS. 'PEN SACOLA' : AHIA GRASS C 60 LBS. /ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES; MARK IS TO DUNE .' 0
it L-Df3, t-lULL.EI_. IBC-RM=..iDA SRASS @ e LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
E�E'ED I NG DA I E_ S a AE- R I L, 1 TO JUL Y .31 _
120 LDS. RYE BRAIN @ 10 LBS./ACRE (NURSERY -FOR FESCUE)
0 LBS. RYE'GRASS S @ 40 L.E==S. /i^;C E (TEMPORARY VEGETATION) _
SE.:E~ D I NS DATES; llECEMBER I TO -MARCH 30
LBS— -------------------------------------------------------
APPLY THE FOLLOWING:
4000 LBS. OF 10-10--IO. E=ERTILIZER (1000 LBS./ACRE)
G TONS OF DOLOMITIC LIME (2 TONS/ACRE)
440 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
s
ALL SURFACE DRAINS SHOULD BE, INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MDV I NG IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULT I FANER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING,
1. PENSACOLA BAHIAGRASS IS -SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING £BAH I A , IT IS RECOMMENDED THAT 8
LBS./ACRE OFCOMMON BE RMUDA BE INCLUDED TO PROVIDE COVES:
UNTIL DAH I AGRASS IS ESTABLISHED.

^�
`
,
'
.
WASTE UTILIZATION PLAN
------------------------
Owners name --:Eugene Herring
Mail Address -:Albertson, NC
County: Dupl i n
Type of production unit ----:Topping
Type of waste facility -----:Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified -rate to prevent
pollution of surface and/or ground water; Thq plynt nutrients
in the anihal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the'fialds
whgre the paste is to be applied..- This'waste utilization`plyn-
uses nitrogen as -the lilting nutri-ent. Waste should be .
analyzed before each applicatiqn cycle and annual soil tests
are encouraged so that all plant nutriAots cat be balanced for
' li ti� yields f the t- b -
�e� s / e s o e crop o e growm.
- -
Sever'al factors are important in i mpIement.in6 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 'rown 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 Hot be appl i6d to
land eroding at -greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on 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. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements Oy be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management -facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
3672 animals x 1'9 tons waste/animal/yr= 6977 tons
total waste

I
Page
2
1Amount rf Plant. Available Nitrogen Produced Per Year:
-----------------------------------------------------
36 animals N 2.30 lbs. N/animal /year w 8446 lbs. /yr
NvAi l abl e fN
Applying the above amount -of waste is a big jcab = You should
plan time and have appropriate equipment to .apply the waste in
a t i mol y
manner . ' Your +ac i l i ty is designed for
180
days of
it orrage.
Therefore,
it will
need to be pumped every
6
months.
Tract
Field Soil
Crop
Yield Lbw. N Acmes
Lars. N
Month to
No.
No. Type
Code
Per AC.
Used
Apply
5620
1 r nEi
2
100 feu. 150 40.3
60 5
5620
1 Bnram}
6
i Tons 400 SA
3200
MAR-AUG
Total 48 . _3
9242
Available Nitrogen
0446
Crop codes:
C er E-'al
gr t'_ in; _2=Corn9
V=FeIsj L1ue;
. Bermuda
5-Control
Grazed 1, d
fl��'-1tJw-ll�l_Yae
Ber mLtda p 6-1� a j� l a d
EGr
Bermuda
da
Narrative ve of Operation:
Call the Soil and Water Conservation District Officue after You
receive waste analysis report to .cbtai n the amount per acre to
apply and the-irrigatidn application rate prior to applying
waste.
Prepared by:
- Name Title Date
C
Concurred in by.
L

U. 'S. Department of Agri' 1 ture ,Y NC-ENG-34
Soi1.,Conservation Services ' September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ;3-, F_ygf Ae, . aer r;; _ County 1 in - -
Community or Group No NE -:) Conservation -Plan No.
Estimated Depth Hof Water to Top of Dam /+.2, Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 10 -.:I - j. _ 21
Evaluation by. -reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev.:Est. Elevation
Kind of :Improvements:.: of Breach
Reach: Length:'.Wi.dth: Slope: Land Use . Improvements . Above :-Floodwater Above
: flood .Plain: .Flood Plain
- -Ft. -Ft. Ft. Ft:
2 -
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach none- M .thew s Cr!aAl1 _ avnrfl)o
Hazard Classification of Dam (6), b, c) (see HEM -Part 520.21)
Dam Classification i6), II, 1II, IV,-V)
By �•� _ �Lt�. G� �r - -- - Date f - - q a_
n e ti tl e
Concurred By Date
(name) title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

' SCS-ENG-538 u. a. L1cr..RIMCNr Oil AwhiCu W(t
Rev. 5-70 SOIL CONSERVATIONS SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
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United States soil
Department of Conservation P. 0. BOX 277
Agriculture Service KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: PRODUCER• �veanP. t7erri.�2
-
�4 �1_�.sp�
LOCATION OF SITE Oh oj2nrox - 4_f+tlt Fed t_ E _OLl-ter"so:�
SIZE OF PROPOSED OPERATION A — �� .Z � T042;2 k,
_ -IS SOIL -SUITABLE-FOR LAGOON? YES ✓- NO SOIL _CLASS. Qrt� ulr
DISTANCES' FROM -THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT_ I000 -F+- _
NUMBER OF HOUSES WITHIN 2006 FEET OF LAGOON SITE
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT -.1 rTc� /�04J-a
DOES LANDOWNER HAVE ENOUGH ACREAGE YES ✓ NO
IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO
WILL FACILITY INVOLVE ALTERING WETLANDS? YES NO
IF THE.ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES", THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE_ FOR
DUPLIN COUNTY IS:
J£FF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES NO
ADDITIONAL COMMENTS SOAP, a r e&s of ueu v f ig blr' - mg-�er ial will _
oiuj ' c &, o verc,-V 4-d &,W'%1aa1 _, , Ifsv i4w bk _ S� ial
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGNED. IF DESIGN HAS NOT BEEN
COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAN APPLICANT'S AT TIME OF DESIGH.
4me Sol Conservation Service r
Is an agency of am �r� Department of Agriculture SIGNATURE � f � DATE ^ .2.

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State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Ann Herring
K & C Farms
292 Bill Sutton Rd
Albertson NC 28508
SUBJECT: Operator In Charge Designation
Facility: K & C Farms
Facility ID#: 31-130
Duplin County
Dear Ms. Herring:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P.E., or
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water -Quality Files
P.O. Box 27687; �y�
Raleigh, North Carolina 27611-7687 A.
0 An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/10% post-consumer.paper

ANLVILAL WASTE MANAGEMENT PLAN CERTIFTCATiON FOR EXIS j�
T QUAtlTyfo11
Please return the completed form to the Division of Environmental Management at the a� qn, he
.reverse side of this form.
OPERATIONS 49arvr.
Name of farm (Please print) : KF &emr
Mailing Address:
.21!rop Phone No.: q j Up_ 3M9
County (of farm) : GL !
Farm location: Latitude and Longitude: �°^ o 6`" R� b'" (required)so, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.)
Design capacity (number of animals) 45r 9b
Average size of operation (12 month population avg.): Rq b _
Average acreage needed for land application of waste (acres) : y.122
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission 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 specialists and are included in the plan as applicable: minimum
separations (buffers); 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 applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
I/
When checked, see reverse side of form for conditions/exceptions.
Name of Technical Specialist (Please Print): 13; j14 J4ov5.#o j
Affiliation (Agency): Oro►; A &; i � Ww4sr Goer .rar„�+� o _ 044t'c f-
Address (Agency): o&c gq� Nr 2p.341 Phone No.: quo -
Signature: Date: O 1 o._ 19 6 -
T— -
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be fried at the
farm and at the office of the local, Soil and Water Conservation District.
Name of LaAd Owner (Please Print): �n NerrIAA-
Signature: �--�_ Date: 1 A- a o- 9
Name of Manager, if different #om owner (Please print):
Signature: . Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DEM USE ONLY: ACE# ;50flD746 _

t_:uiNLl:jnL0rJ'-: AININOR EXCEPTIONS TO CERTIFICATION
Ali statements checked apply. to this certification:_ _
The installed irrigation system has not been evaluated concerning nozzle size, spray pattern, spacing, pump size, pipe size,
etc. It is the responsibility of the producer to operate the system with the proper components and to supply the required
maintenance to assure that no runoff occurs. The.producer is encouraged to have an irrigation specialist, possibly the dealer
where the system was purchased, prepare an operation and maintenance plan for the irrigation system so that the producer
knows how to operate the equipment to meet the non -discharge requirements.
The waste management plan for this operation is based upon yields higher than what is now recommended by NRCS;
however, these yields are obtainable under high Ievels of management. This increase in projected yields is necessary since
the MRCS plan prepared for this operation at the time of construction was based upon these higher yields and the producer
followed NRCS guidelines when building this operation.
Because of limited acres for Iand application, and because the original NRCS waste utilization plan did not require
additional acres for buffers and irrigation .inefficiency, it may be necessary for the producer to operate half sprinklers, on
solid set systems, along field edges and ditches. Also for traveling irrigation systems, a pull directly adjacent to the ditch with
only a 180 degree pumping radius may beneeded to irrigate the entire field. Extreme caution should be exercised when
applying waste close to ditches and wetlands to avoid any discharge.
CERTIFICATION FOR EXISTING FEEDLOTS
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR EXISTING ANIMAL
WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
REQUIREMENTS/PURPOSE
In order to be deemed permitted by the Division of Environmental Management (DEM), the owner of any existing animal waste
management system constructed and operational before January 1, 1994 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 before January 1, 1998. Pasture operations are exempt
from the requirement to be certified.
100 head of cattle
75 horses
250 swine
1,000 sheep
30,000 birds with a liquid waste system
The certification must be signed by the owner of the feedlot (and manager if different from the owner) and by any technical specialist
designated by the Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. Thb technical specialist must verify
that all applicable operation and maintenance standards and specifications can be met. Existing systems are not required to meet design
and construction standards and specifications.
Although the actual number of animals on the facility may vary from time to time, the design capacity of the waste handling system should
be used to deiermine 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 15A NCAC 2H .0217). ,
CERTIFICATION FORM
On the reverse side of this page is the certification form which must be submitted to DEM before January 1, 1998. Assistance in
completing the form can be obtained from one of the local agricultural agencies such as the Soil and Water Conservation District, the
USDA -Soil Conservation Service, or the N.C.. Cooperative Extension Service. The Completed form should be sent to:
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, NC 27626-0535