100038_HISTORICAL_20171231

NOHTH CAHOLINA
Department of Environmental Qua

1
�R,. 'Z S
RECEIVED
JUL.=2 8 205
Nutrient Management Plan For Animal Waste Utilization g ma a Ut anon
This plan has been prepared for:
Square K Farms -10-38
Bennie King
4821 Cox Rd NW
Ash, NC 28420
910-287-3750
07-22-2015
This plan has been developed by:
Mamie Caison
Brunswick SWCD
P.O. Box 26
Bolivia, NC 28422
910-253-2830
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: -
Technical Specialist Signature Date
919586 Database Version 4.1 Date Printed: 07-22-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2203
Incorporated
2644
Injected
2644
Irrigated
2203
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
2,203
6788
-4,585
3,765,731
-2,543,331
Year 2
2,203
6914
4,711
3,835,633
-2,613,233
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.
919586 Database Version 4.1 Date Printed: 07-22-2015 Source Page 1 of 1

R
Narrative
Acreage information based upon previous V UP.
919586 Database Version 4.1 Date Printed: 07-22-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planzled Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index
Soil Series
Crop Sequence
RYE
816
1
7.00
'7.00
NIA
Lynchburg
Hybrid Bermudagrass Pasture
5.5 Tons
816
2a
3.501
3.50
NIA
Lynchburg
Com, Grain
125 bu.
Wheat, {rain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
816
2b
9.00
9.00
NIA
Lynchburg '
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
816
3
3.90
3.90
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
816
4 1
12.50
12.50
NIA
Rairis
Fescue Pasture
4.5 Tons
PLAN TOTALS: 35.90 35.90
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.
Soluble nutrient leaching below the root
<_ 10
ol
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).
919586 Database Version 4.1 Date Printed 7/22/2015
PCS Page 1 of 1
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
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm.
Fert.
Nutrient
Applied
(IWA)
Res,
(lbs/A)
Applic,
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manus
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
816
1
S5
Lynchburg
7.00
7.00
Hybrid Bermudagrass Pasture
5.5 Tons
311-9/30
179
0
0
Irrig.
179
99.31
0.00
695.14
0.00
816
2a
S5
Lynchburg
3.50
3.50
Corn, Grain
125 bu.
VI5-6130
135
0
20
Irrig.
115
63.90
i
0.00
223.30
0.0
816
2a
S5
Lynchburg
3.50
3.50
Wheat, Grain
55 bu.
9114/30
106
0
0
Irrig,
53
29.40
0.00
t02.91
0.00
816
2b
S5
Lynchburg
9.00
9.00
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
27.74
I
0.00
249.65
0.0
616
2b
S5
Lynchburg
9.00
9.00
Hybrid Bermudagrass Pasture
5.5 Tons
311-9130
179
0
0
Irrig.
179
99.31
0.00
893.75
0.00
816
3
S5
Goldsboro
3.90
3.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
{
0.00
108,18
0.00
816
3
S5
Goldsboro
3.90
3.90
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
22
123,16
I
0.00
480.33
0,00
816
4
S5
Rains
12.50
12,50
Fescue Pasture
4.5 Tons
8/1-7/3l
146
T
0
Irrig.
14
81.00
i
0.4 0
1,012.47
0,00
Total Applied, 1000 gallons
3,765.73
`• ;. .:'.5
Total Produced, 1000 gallons
1,222.4
',Ku.' "•" ',"
Balance, 1000 gallons
-2,543.33
',7:...`a : w
Total Applied, tons
0.00
Total Produced, tons
i r • ' .5 • . ''
0.0
Balance, tons
0.0
Notes:' 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 3
i
i
919586 Database Version 4.1 Date Printed: 7/22/2015 WUT Page 1 of 2

Waste Utilization Table
Year 2
Tract
I Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(16s1A)
Liquid
ManurcA
pplied
(acre)
Solid
Manuro
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
816
1
SS
Lynchburg
7.00
7.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
99.31
I
0.00
695.14
0.0
816
28
SS
Lynchburg
3.50
3.50
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
29.40
0.00
102.91
0.0
816
2a
S5
Lynchburg
3.50
3.50
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
0
brig.
151
83.77
I
0.00
293.20
0.00
816
2b
S5
Lynchburg
9.00
9.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
21.74
I
0.00
249,65
0.0
816
2b
S5
Lynchburg
9.00
9.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
99.31
0.00
893.75
0.00
816
3
S5
Goldsboro
3.90
3.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
I
0.00
109.18
0.00
816
3
S5
Goldsboro
3.90
3.90
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
123.16
I
0.00
480.33
0.00
816
4
S5
Rains
12.50
12.50
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
81.00
0.00
1,012.47
0.0
Total Applied, 1000 gallons
3,835.63
;,`, '
Total Produced, 1000 gallons
Balance, 1000gallons
-2,613.23
Total Applied, tons
Total Produced, tons
0.00
Balance, tons
.4
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
919586 Database Version 4.1 Date Printed: 7/22/2015 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)
816
1
Lynchburg
0.50
1.0
816
2a
Lynchburg
0.50
1.0
816
2b
Lynchburg
0.50
1.0
816
3
Goldsboro
0.50
1.0
816
4
Rains
0.40
1.0
919586 Database Version 4.1 Date Printed 7/22/2015 IAF Page 1 of 1
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 average nitrogen concentrations for each
source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,
this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is
nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally
very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application- If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and
lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
14.69
14.60
29.19
43.79
Hay 6 ton RY.E.
300
29.38
7.30
14.60
21.89
Soybean 40 bu
160
15.67
13.68
27.37
41.05
919586 Database Version 4.1 Date Printed: 07-22-2015 Sludge Page i of 1

a T�
The Available Waste Storage Capacity table provides an estimate of the number of days of storage rapacity
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 Capacity
Source Name
Swine Nursery L oon Liquid
Design Stor a Ca aci (Da s
Start Date
9/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
180
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
` 2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
180
2
12
180
* Available Storage Capacity is calculated as of the end of each month.
919586 Database Version 4.1 . Date Printed: 07-22-2015 Capacity Page 1 of 1

i1
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.
I There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management'
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
919586 Database Version 4.1 Date Printed: 7/22/2015 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.
h. 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.
----------- -----------------------------------------------------------------------------------------------------------------------
919586 Database Version 4.1 Date Printed: 7/22/2015 Specification Page 2

t1
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.
------------ ---- --------------------------------------------------------------------------------- ----- -- --
9195 86 Database Version 4.1 Date Printed: 7/22/2015 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.
-- --- --------------------------------------------------------------------------------------------------------------------------
919596 Database Version 4.1 Date Printed: 7/22/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2a
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 2 0-3 0 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 4
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac, for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
919586 Database Version 4.1 Date Printed: 07-22-2015 Crop Note Page 1 of 4

The following crop note applies to field(s): 2b
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 3
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1, 2b
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I 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 broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension.agent.for. assistance.
--------- - ------------------------------------------------------------------------------------------- -----------------------------------------------
919586 Database Version 4.1 Date Printed: 07-22-2015 . Crop Note Page 2 of 4

The following crop note applies to field(s): 3
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
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 P to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 2a
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
-----------------------------------------------------------------------------------------------------------------------------------------------
919586 Database Version 4.1 Date Printed: 07-22-2015 Crop Note Page 3 of 4

s
The following crop note applies to field(s): 2a
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
------------------------------------------------------------------------------------------------------------------------------------------ ----
919586 Database Version 4.1 Date Printed: 07-22-2015 Crop Note Page 4 of 4

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aDIS014a5
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 113ennie Kin 10-3$
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 27.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 28.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 63,700 ftz
e. line c/12 x line d x 7.48 gallons/ft3 5308 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1$0 days
g. volume of waste produced according to structural design 46,888 ft3
h. current herd # 5fi00 certified herd #1 6400
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
J. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/16/2013
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. .
(Click on the next Structure tab shown below)
41027 ft3
ft3
56,056 ft3
121030 gallons
1.28 Ibs/1000 gal.
161.7 Ibs. PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon
line m =
161.7 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines1+2+3+4+5+6= 161.7lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
4152
2
Soybeans
12.30
137.57
1692.1
4/1 - 9/15
4152
1
Bermuda - H
10.00
210.35
2103.5
3/1 - 10/15
4152
3
Bermuda - P
3.90
201.48
785.8
3/1 - 10/15
4152
4
Fescue- P
12.50
78.36
979.5
8/1 - 7/31
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 5560.9 lb. PAN.
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 161.7 lb. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section III) = 5560.9 lb. PAN
y. Overall PAN balance (w - x) = 5399.2 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
This POA was compiled by John College - DSWC-NCDA&CS on 7/2/2013.
PoA (30 Day) 2/21/00

State of North Carolina
Department of Environment 00
and Natural Resources
Division of Water Quality
RECE!
James B. Hunt, Jr., Governor im A m m
Bill Holman, Secretary CD NR
Kerr T. Stevens, Director BY: NoWrTH CAROLINA DEPARTMENT OF
NVIRONMENT AND NATURAL RE50URCES
December 30, 1999
Bennie King
Bennie King
4821 Northwest Cox Road
Ash NC 28420
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 10-38
Brunswick County
Dear Bennie King:
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, DRY1, 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,
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Brunswick County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 276"-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

A��a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 10, 2010
Bennie King
Bennie King Farm
4821 Cox Road
Ash, NC 28420
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS100038
Bennie King Farm
Animal Waste Management System
Brunswick County
Dear Bernie King:
The Division of Water Quality (Division) received your sludge survey information on June 9,
2010. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Bennie King Farm. Due to the amount of treatment volume available, the
Division agrees that a sludge survey is not needed until 2014 for your lagoon.
The next sludge survey for the lagoons at Bennie King Farm facility should be performed before
December 31, 2014. Thank you for your attention to this matter. Please call me at (919) 715-
698 if you have any questions.
Sincerely,
J. R. Joshi
Animal Feeding Operations Unit
cc: Wilmington -Regional -Office, Aquifer Protection Section
Permit File AWS 100038
Y.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Ralegh, North Carolina 27604
Phone: [phone] t FAX: 919-715-OW k Customer Service: 1-877-623-6748
Intamet: wwue.nrwatemrralitv.om
JUN II zolo
Nne
orthCarolina
Naturally
An Eaual Onoortunity i Affirmativ8 ACtlon i-mnlaver

4821 Cox Rd. NW
Ash, North Carolina 28420
August 20, 1998
State of North Carolina
Department of Environment
and Natural Resources
127 North Cardinal Dr.
Wilmington, North Carolina 28405
Re: NOTICE OF DEFICIENCY
SQUARE K FARM
FACILITY NO. 10-38
BRUNSWICK COUNTY
Dear Sirs:
As of your letter of August 4, 1998, the following actions
have been taken:
1. 4immy Vinson of Browns of Carolina has been contacted
and informed that the wrong marker was placed in the
lagoon. He is supposed to install a new one showing
30 inches of freeboard.
2. The appropriate forms have been obtained for recording
weekly lagoon levels.
3. Grass seed has been planted on the dike wall and bare
areas. We are working on establishing and maintaining
the vegetative cover on the lagoon walls as they
should be.
4. We are working on the cover crops and vegetative
buffers.
I hope these actions will satisfy the deficiencies that were
found. Soil and Water is working closely with us to correct
the deficiencies.
Sincerely,,
Bennie King
Square K Farm

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■ t".omptete items 3. 48, and 4b.
following services (for an
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■ Pdnt your name and address on the reverse of this form so
that we can return NO
extra fee):
card to you.
wAttach this form to the from of the mailpiece, or on the bads 0space does not
1. ❑ Addressee's AddresspenTdL
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2. ❑ Restricted Delivery
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Retum Receipt win Show to whom the artide was delivered and the date
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Consult postmaster for fee.
3. Article Addressed to.
4.A cle Number
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5. Received By: (Print Name) 8. Addressee's Ad
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
August 4, 1998
certified Mail # Z 312 646 164
Return Receipt RequeAcd
Bennie King
Square K Farm
4821 NW Cox Road
Ash, NC 28420
is 1�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL Rz-sOURCES
Subject: NOTICE OF DEFICIENCY
Square K Farm
Facility Number: 10-38
Brunswick County
Dear Mr. King:
On July 29, 1998, staff from the Wilmington Regional Office of the Division of Water
Quality inspected your animal operation and the lagoon serving this operation. During the
inspection, it was observed that you had several items that require attention. Most importantly,
the lagoon marker does not appear to meet the required specifications shown in your permit
(freeboard minimum marker is at 19 inches and the design calls for 30 inches) and weekly lagoon
level records are not being kept as required in the permit. Additionally, erosion and bare areas
exist on inner dike wall and cover crops need to be established.
As was discussed at the time of the inspection, a corrected marker will need to be reset in the
lagoon_ You must begin keeping weekly lagoon level records on the appropriate forms
immediately. You need to continue to work on maintaining the lagoon dike wails, establishing
vegetation on eroding/bare areas on the inner dike wall, and keeping the vegetative cover cut to
an appropriate height. You need to continue working on establishing cover crops and appropriate
vegetative buffers.
You must notify this office in writing within fourteen (14) days of the receipt of this notice,
what actions are being taken to correct these deficiencies. Failure to do so may result in the facility
losing its deemed permitted status and being required to obtain an individual non discharge permit.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
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Page 2
Bennie King
August 4, 1998
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater
to the surface waters of the State without a permit. The Division of Water Quality has the
authority to levy a civil penalty of not more than $10,000 per day per violation.
We suggest that you contact the local NRCS office or the Soil and Water District office for
any assistance they may be able to provide to correct this situation. If you have any questions
concerning this matter, please call David Holsinger, Brian Wrenn, or Dean Hunkele at 910-395-
3900.
Sincerely,
�` r
Dean A. Hunkele
Environmental Specialist
cc: Josh Spencer, Brunswick County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Phil Ricks, Brunswick Co. Cooperative Extension
Non -Discharge Branch
Wilmington Files
S. IWQSL4MA ALSLBRUNSWCIIO-38.DEF
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

4821 Cox Rd. NW
Ash, North Carolina 28420
August 20, 1998
State of North Carolina
Department of Environment
and Natural Resources
127 North Cardinal Dr.
Wilmington, North Carolina 28405
Re: NOTICE OF DEFICIENCY
SQUARE K FARM
FACILITY NO. 10-38
BRUNSWICK COUNTY
Dear Sirs:
As of your letter of August 4, 1998, the following actions
have been taken:
1. Jimmy Vinson of Browns of Carolina has been contacted
and informed that the wrong marker was placed in the
lagoon. He is supposed to install a new one showing
30 inches of freeboard.
2. The appropriate forms have been obtained for recording
weekly lagoon levels..
3. Grass seed has been planted on the dike wall and bare
areas. We are working on establishing and maintaining
the vegetative cover on the lagoon walls as they
should be.
4. We are working on the cover crops and vegetative
buffers.
I hope these actions will satisfy the deficiencies that were
found. Soil and Water is working closely with us to correct
the deficiencies.
Sincerely,,
Bennie King
Square K Farm

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 16 3 Operation is flagged for a wettable
Farm Name:r acre determination due to failure of
On -Site Represe tative: gerr te. Vim`- Part H eligibility items) F1 F2 F3 F4
Inspector/Reviewer's Name:n
Date of site visit: 1 -2 T , {h 9
T
Date of most recent WUP: fZ
✓Operation not required to secure WA
determination at this time based on
exemption a E2 E3 E4
Annual farm PAN deficit: -qz&g _ pounds
Irrigation System(s) - circle. h - 2. center -pivot system; 3. linear -move system;
4. st a' s m w! ermanent pipe; 5. stationary sprinkler system wiportable pipe;
stationary gun system w/permanent i e 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
L,""E 1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D21D3 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 III. (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 III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
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 Ill.

Rcvistd January 22, 1999
Facility Number Jo - 3g
Part Ill. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT FIELD TYPE OF TOTAL CAWMP FIELD COMMENTS3
NUMBER NUMBER''2 IRRIGATION ACRES ACRES %
SYSTEM
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending 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 if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER' - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P-E.,
Bennie King
Bennie King
4821 Northwest Cox Road
Ash NC 28420
Dear Bennie King:
�E�EiVED • •
JUL 02 1998
or
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 26, 1998
Subject: Reissuance of Certificate of Coverage
No.AWS100038
Bennie King
Swine Waste Collection, Treatment, Storage and
Application System
Brunswick County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on June 9, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Bennie King, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Bennie King Farm, located in Brunswick County,
with an animal capacity of no greater than 6400 Wean to Feeder and the application to land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS 100038 dated June 9, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition I1.10 regarding tree removal from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition III.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS100038
Bennie King
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. 1f you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext. 533.
0
Sincer ,
/�. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Brunswick County Health Department
Wilmington Regional Office, Water Quality Section
Brunswick County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Bennie King
4821 Northwest Cox Road
Ash NC 28420
r 'r
4j* ;eA
D F H N F-1
Subject: Bennie King
COC No. AWS 100038
Brunswick County
Dear Bennie King:
The subject facility was issued a Certificate of Coverage (COC) on 6/9/97 authorizing the operation
of the animal waste collection, treatment, storage, and land application system in accordance with General
Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean Water
Responsibility Act. The CleanWater Responsibility Act included -several changes to the Swine Farm
Siting Act (Siting Act) including the requirement that all set back distances be met for any swine lagoon or
swine house for which construction commences on or after the .effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may not have commenced by the effective-. date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919)-.733-
5083 extension 540. -
Sincerer
i
a�
Kim H. Colson, P.E., Supervisor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]B3 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
Health and Natural Resourc EC�:'V
Division of Water Quality JUN L 1 1997
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 9, 1997
Bennie King
Bennie King Farm
4821 Northwest Cox Road
Ash NC 28420
IFOL�
[DEHNR
Subject: Certificate of Coverage No. AWS 100038
Bennie King farm
Swine Waste Collection, Treatment, Storage
and Application System
Brunswick County
Dear Bennie King:
In accordance with your application received on May 27, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 10-38, authorizing the operation of an animal waste collection, treatment,
storage and land application system in accordance with the State's General Permit (attached). This
approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Bennie King Farm, located in Brunswick County, with an animal capacity of 'no
greater than 6400 Wean to Feeder and the application to a minimum of 16.1 acres of land as specified in
the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the 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 Mike Lewandowski at [phone] ext. 362.
Sincerely,
Y
,P/- A. Preston Howard, Jr., P.E.
LC: (Certificate of Coverage only for all cc's)
Brunswick County Health Department
cW.ilinington-Regional-Office; Water Quality=Section,
Brunswick County Soil and Water Conservation District
Permit Files

a'•
BENNIE KING -.GROWER #336
4 -1600 WEAN T.O.FEEDER
STATE ROAD #1336 - BRUNSWICK COUNTY
1336
1377
1333
1337
i! 5
.1
� 172y
' Im
1 1333
1331
3x1 '.
t
CpL
5 I 1 1
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DIRECTIONS: FROM WHITEVILLE, TAKE HWY. 1130 SOUTH TOWARD
SHALLOTTE. AT OLD DOCK, TAKE A LEFT ON STATE ROAD #1928. AFTER
APPROXIMATELY 6.5 MILES, TAKE A LEFT ON SR #1335. AT EXUM
CROSSROADS, TAKE A RIGHT ONTO SR 91336. FARM WILL BE APPROXIMATELY
0.5 MILES ON THE LEFT.
MILLING ADDRESS: SHIPPING ADDRESS:
BENNIE KING BENNIE KING
4821 NORTHWEST COX ROAD STATE ROAD #1336
ASH, N.C. 28420 ASH, N.C. 28420
[phone]
.c
co
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET • P.O.BOX487 • WARSAW.N.C.28398.0487 • OFFICE: [phone] • FAX:[phone]

TABLE OF CONTENTS
✓
Cover Sheet
Site Evaluation
Waiver(s) (if required)
Nutrient Management Plan
✓
Soils Map
�r
ASCS Map
NRCS Waste Application Specifications
)I221QPMW D-F--fgIJ
Talc Map
Floodzone Map
f
Emergency Action Plan
Lagoon Design Specifications
Lagoon Constniction Specifications
Lagoon Operation & Maintenance Plan
g P
Lagoon Marker Specifications
J
Seeding Recommendations
✓
Lagoon Classification Sheet
Soils Investigation Sheet
Operation Layout
V
Excavation & Fill Requirements
✓
DWQ Certification

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BORL^)C,S NAADF i1Y._/((jd,,,,, __�-_,-, SIONATURE TiTL.E J

N0110E OF IN ENT
THIS LETTER IS TO SERVE AS WRITTEN NOTICE TO ADJOINING PROPERTY
OWNERS OF THE INTENT TO CONSTRUCT. THIS NOTICE IS PART OF NC SENATE
BELL 1217, WHICH CARRIES OUT MANY OF THE TECHNICAL GUIDELINES AND
SITTING REQUIREMENTS AS RECOMMENDED BY THE BLUE RIBBON STUDY
COMMISSION ON AGRICULTURAL OPERATIONS, THIS NOTIFICATION IS TO
PROVIDE ADJOINING PROPERTY OWNERS WITH FOLLOWING INFORMATION:
1. NAME &-IVAI%! XiAIS .
ADDRESS 0,,1/ MaWPn-1u/CS7- 4,t
2. TYPE OF FARM L{1�-fA - F6 E 70, z e
DESIGN CAPACITY 6110 0 501AA5
3. TECHNICAL SPECIALIST PREPARING THE WASTE MANAGEMENT
PLAN.
NAME \,r1M'"V e. IZAIkA�
AzowN s o<6qn a A1,f ^
ADDRESS o �7AIC 2 39Y
4. SOIL AND WATER CONSERVATION DISTRICT OFFICE
COUNTY I&AISi0'Ie.
ADDRESS fro. Ar 26
�a' 11"'4 0 Ale- A
5. WRITTEN COMATENTS MAY BE SENT TO THE DIVISION OF
ENVIRONMENTAL MANAGEMENT DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES
DEM
POST OFFICE BOX 29535
RALEIGK NC 27626-0535
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SOIL CONSERVATION SERVICE
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LMRGENCY ACTION PLAN
PHONE NUMBERS
DWQ 9ro- 415 39M
ENERGE i CY MANAGENmNr SYSTEM 911 .
SWCD 110 -953- ZSr3o
NRCS R!o -?S3- 2'W
•• -This plan will be implemented in the event that wares from your operation are lealang
overgowins& or running off site. You should act wait awl wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
ties does not happen. Ilis Wan IficUld be posted in in a=egsible Tocallon
facility The following are some action it.- = you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A- Lagoon overflow —possible solutions are:
a. Add soil to berm to inc re=se elevation of dace.
b. Pump waste to fields at an acceptable rate.
c. Stop an flows to the lagoon immediately.
d_ Cali a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a- Irnntediately stop watw application
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runof.
d. Evaluate and elirni ate the reason(s) that caused the runof
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.
e. Close valves to eliminate further discharge.
d. Repair aII leaks prior to restarting pumps.

D. Le_ka a from flush . g systems, houses, solid separators -action include:
a. Stop resyc:e pump.
b. Stop irrigwion pump.
c. Make ruse no siphon occurs.
d. Stag all flows is the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Lea_kage font base or sidexall oflagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small well or ditch 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 sad.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the.extent of the spill and note any obvious damages. -
a. Did the wnste reach any surface waters?
b. Approtely how much was released and for what duration?
e. Any damage noted, such as employee injury, fsh !tills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
E Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or oil of the property)?
IL How much reached sur&ce waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Prone !& 395 39a0 _ After hours, emergency number. ql9 733 Your phone call
should include: your name, facility, telephone number, the details of the incidint 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 undrrtalcm, nail the
seriousness of the situation-
b. If'spill leaves property or enters surface waters, call local EMS Phone m= er 911.
e. Iastruct EIviS to contact local Health Department.
d. Contact CES, phone number O- 253 Z - A) local SWCD office phone number.
Ole 253.430 and local MRCS office for advice/technical assistant_ a phone number
910 253 z?3,1
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
then and ask that person to contact the proper agencies for you.

S. Contact the coutractcr ofyouc choice to be& repair cfproblan to mum off site damage.
A7e'790U V- FILL /'*1s
a. Caatractcm Nam:
b. Convmctors Address;
c. Contractors Phone:
6. COn#'ast the technical spedarist who c=tified the Iagoon {MRCS, Consulting Engineer, dc,)
a. Name: Y/w1 Sa� &,.6 IOA4
.. b. Prone: lip +0 670 2 7o.6
. x? & ^ oe
7. ZMPIemeat procedures as advixd by DWQ and technical assistance agencies to rectify the
daa:age, repair the system, and reassess the waste mauagemezt plan to keep problems with
release cfwastes from bappening again

Mortality Management 'Methods
(Check which metllod(s) are being implemented)
:1 Burial three feet beneath the surface of the ground within 24 hours after
knowledee of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. ,
.�Q Rendering at a readerina plant licensed under G.S. 106-163.7
❑ Complete incineration
❑ to the case of dead poultry only, placing in a disposal pit of a size and, design
approved by the Department of Agriculture
❑ Anv method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
tiourCt Cuuse 11RIPS to Conlrt►I lnsccls Site tiperi�c t't itctires .
1.iquitl Syslcnis
t�lnzh tiullcrs Aecnnntlalion ufsulids O blush splent is ti siblttA alitl openiml
sulllcitnily to rcinuvc acruna lilulctl solids ('roll)
goners as designed.
d itcnlovc bridging ofaccmutilillml Solids pl
digluirge
I.i1gnnlis Mal fits CFUSIrd Solids 0 Muillluitt lut;ncnis, scttiirig busies and piss Mlerd
pest breeding is nliparenl to adiduiixc Ilic
ertisling ofsolids to u depdt ofno niort: lliun G -
8 inches over mare Ihiin 30% of surracc.
�i:Accssivu VC61:1alivu Decaying vc cIalion n. Mitiutuilt veCtaativa coultol along hiniks of
tiitrt► 11 Wguous iuid other illiponndnicnis to prevt nt
acenntitlalioit orticcayint; vegetative inalter
ulang wulcr's edge oit impoundmcnl's perilneler.

Swine Farm Waste Management Odor Control Checklist
Source
C11113C
IM1I15 to hVIIIIIII[e 01111r Site specific I'rllelices
1 alm>1lusl
S,vinl:llroelueliull
CI
Vegetative or wooded buffers;
n
Reconintended'besi lunnugcn,cnf prllcliccs;
Cl
GoodJudgment and common sense
Auiutul burly surfaces
• fairly manure -covered uuirnals
CI
Dry floors
I:luwr sill faces
• Wet nmtulrc-covered flours
CI
Skilled 1141ors;
0 Wulcrers located over slotted floors;
O Cceders al Vigil end of solid floors;
Cl Scrape manure buildup from floors;
CI Underfloor venlflalion for drying
hialulre cullecliun pile
• llriue;
n
l'-requent inanure removal by flush, pit recharge,
I'arlial microbial decol,lpnsidoll
or scrape;
n-
Underfloor venlilution
Venlil,llilul exhalln.l 111115
• Vllli,lile Buses;
Cl
nin mainieunuce;
Dust
Cl
Efficicul llir Illovenlenl
Indoor surfuecs
. 01151
CI
Waslldown between groups ur uuinwis;
n
i"ee:ll tuWilives;
C]
Feeder covers;
CI
I -Cull delivery dowlispul11 l xiclidul's 111 kulicr
covers
1-111511 la11ks
• Agilaliun of recycled lagoon
Cl
1'11141 laid: covers;
liquid while ranks are filling
O
INICllll rill lilies 11) near bollolll or I1111IiS 1vilh
ur,li-siphon vents
1:111ah •rileys
• Agitation during wilslewaler
C7
Underfloor Ilush with nodcrkluor ventlkatiun
conveyance
Ph Icchurge puiuls
• Agitation of rccyCled 1180011
17
Extend reellllrge links In near bulluln ul'pils
liquid while piss are filling
with anti-siphou vents
Lill oaliuu>,
• Agilidion during small) Iurlk
I:I
Smmp wok covers
filling and drawdown
0,11sille drilil, culicclitill
• Agiluthut during wasImiller
n
Ilox covers
ur jmlctiun boxes
Cl11rVCyauCC
+ AMOC • PIoveull,cr ill 1996, POP 3

Smirce Cuuse IIMi's to Mlnlillixe odor Sile Specific I'raclices
End of drainpipes u, Agilation during waslcwalcr Cl Extend discharge point of pipes undcrocalh
lagoon conveyance lagoon liquid level
1-tlgoun surfaces Volulilc gas culissious; ❑ Proper lagoon liquid capacity;
lliolocical mixing; .0 Correct lagoon slartup procedures;
Acitullon Cl Minhown surface area-lo-volllnle ratio;
Cl Minilnunl agilallon when.plimpiug;
Cl Mechanical acrallon;
0 Proven lliolngical additives
lrrignlfim sprinkler • I ligh pressure agiluliuu; 0 Irrigate un dry Buys with littler or no wind;
11o"Ics Wind drill n Mininlmn recommended operaling pressure;
Cl , Punlp intake near lagoon liquid surface;
Cl Pump from second-slage lagoon
Slurage tank 11r basin • Purlial nlicrubiul dccorllpusiliun; D 114mom or midlevel luuding;
mu face . Mixillg While filling; Cl fork covers;
• Agitation when emplying ci flusin sllrfuce mats of solicis;
Cl proven Biological additives or oxidants
5culing busiu snrlilce
i'unial microbial decomposiliun;
Cl
lixtcnd drainpipe nutlels underuculll liquid
•
Mixing while filling; •
level;
•
Agitation when cmplying
Cl
Remove settled solids regularly
h4unurc, slurry or shulge: .
Agilulion when spreading;
Cl
Soil iuJcclion afslurry/shidgcs;
spreuder oullels •
Volatile gas elllissiolls
Cl
W051i'Milklill Illanllre from slircn(I4r aver use;
0
Proven lsloingicul adthllves nr oxilhims
Illlcove:red nlcnlure, a
Volatile ails emissions while
d
Soil iuJcclion ofshirry/sludges
Sillily or sladce uu field
drying
fl
Soil ineorporalion within 49 lirs.;
sill 111ces
11.
Spread in lliin utilronu layers fur rapid drying;
Cl
Proven biological additives or ox idums
Dead aniIII lls •
Cllrcuss decoI1 posilloll
d
Properdisposilil)ll ofcurcasses
Mall enlimill 11611(lial 9Carcass
dcconspusitinu
Cl
Complete covering of ci(rcasses hi bllrbil Mils;
pill
Q
proper location/coostruclirin oftlisposal Ails
lucincrauuts
incomplete cululiuslilln
Cl
Secondary slack hurncrs
AMC1C - Nuvcnlbcr 11, 1996. Pages 4

5�lnrce ialr5e 11MPs to Minimize Odor Siie Specific P1'11C ices
Sluuding tv,llcr arumid • improper drainage; 0 Grade and landscnpo such that water drains
futilities . Microbial decomposition of away fi'onl facilities
organic ulalttr
Marmite trucked uma • Poorly ntolulained access roads p Farrm access road ilia itliella lcu
publir: muds III Dili funs '
access '
Addilional Informalion : Available From
Swing Mamire hlamagetticlll ; 0200 ItnleAlMP Packet NCSU, County Ufxlcusiurl Center
Stvina Production Fun1t Pulcullal Odor Sources and Item edIts ; RUAH Fact Shcet NCSU - HA It
swills 1'rodoction Facility Manure Matragetncnt: Pit Reclintge - Lagoun Treamical ; HBAG 128-99 NCSU - IIAR
Swint I'rodoctiun Facilily hialluru Managclncut: Underfloor Flush - Luguon Trealmem ; IsnAl? 129.88 NCSIJ - BAH
Luguun Design and Munngealcut for Livestock: Mamire Trealment and Slnrnge ; EMAH I03-83 NCSIJ - IIAli
Calibration of Manure and Wusiewaler Application Equipment ; 1-:13AIi Fact Shcel NCSIJ - IIAis
Controlling Odors from Swinc Buildings ; Pill-33 NCSU - Swhlc Cxicllslun
Euvironnlenlal Assurance 1'rogr11111 ; NPPC Manual NC Turk l'ruducers ASSne
Oplilnls rrrr Alamagillu Odor ; a report from Illc Swime Odor Task Force NCSU Agri Com municatiruls
Nllliance Cmictrns in Animal Malnlre Manabemcm: Odors and Flies; PROW, 1995 Cunference Proceedings Florida Cooperalive I:xlensinll
AWN;- Nomitimr I1,1996, PaLu 5
. 1 .

SENT BY:Xorox Teleco ier 7020 3— 3-97 11:07 19102537022-4 91029341
Myrtle lind
ZONE C
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MIIIPOnA Sdd
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1 10
HORSE PEN
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Operator: Bennie King County: Brunswick
Has the site evaluation been completed & approved:
1. AVERAGE LIVE WEIGHT (ALM
0 sows (farrow to finish)
x
1417 Ibs.
0 sows (farrow to feeder)
x
522 Ibs.
0 head (finishing only)
x
135 Ibs.
0 sows (farrow to wean)
x
433 lbs.
6400 head (wean to feeder)
x
30 Ibs.
Describe other:
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 192000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
48000.0 cubic feet
4. TOTAL DESIGNED VOLUME
Date: 04/13/97
KIAP-� f
Yes
0 lbs
0 lbs
0 Ibs
0 Ibs
192000 Ibs
0 Ibs
192000 lbs
0 cu. ft. add. treat. vol.)
Inside top length (feet)------------------------ 350.0
Inside top width (feet)------------------------ 182.0
Top of dike elevation (feet) -- - - - - - -- - - - - - - - - - - 52.70
Bottom of lagoon elevation (feet) - - - - - - - -- - - - - 41.70
Freeboard (feet)------------------------- 1.00
Emergency spillway depth of flow(feet) - - - - - - - 0.00
Side slopes (inside lagoon)--------------------- 3.0: 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 176.0 10.00
AREA OF TOP
LENGTH * WIDTH =
344.0 176.0
AREA OF BOTTOM
LENGTH * WIDTH =
284.0 116.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314.0 146.0
60544 (AREA OF TOP)
32944 (AREA OF BOTTOM)
183376 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60544 183376 32944 1.67
Total Designed Volume Available = 461440 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length *Width) + Surface area of connecting waste facility
350.0 182.0 0.0
63700.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 63700.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume =
Volume =
5B. Volume of excess water
Volume =
Volume =
192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
350720 gals. or 46887.7 cubic feet
1287.2 gallons/day *
30976.0 cubic feet
5C. Volume of rainfall in excess of evaporation
1.37
180 days
180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall — 10.6 inches
Volume = 10.6 in * DA / 12 in. per ft. = 56056 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 56056 cubic feet
5D. Volume of 25 year 24 hour storm 8.0 in.
Volume of "Heavy Rain" 8.0 in.
Volume = 16.0 inches / 12 inches per foot * DA
Volume = 84933 cubic feet

5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
46888 cubic feet
5B.
30976 cubic feet
5C.
56056 cubic feet
5D.
84933 cubic feet
5E.
0 cubic feet
TOTAL
218853 cubic feet
6. SUMMARY
Temporary storage period==_—_=--=---======_
Rainfall during wettest period of storage===>
Evaporation during storage period = = = = _ _ = = = = = >
25 year — 24 hour rainfall=============
Heavy rain===========__======
Freeboard= =========—__==== = =
Side slopes=====================_____
Inside top length================
Insidetopwidth=====--============_____
Emergency spillway elevation(if planned) = = = = >
Top of dike elevation================
Bottom of lagoon elevation== ==============__
Top of sludge elevation====================
Total required volume=====================
Actual design volume================-----
Seasonal high watertable elevation (SHWT) _ _ _ >
Stop pumping elev.=============_________
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume=========6 =__=>
Volume at stop pumping elevation= = _ _ _ _ _ _ _ _ _ _ >
Start pumping elev.=========_____==__==_=
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vo1. less 25 yr., and heavy rainfall I = _ _ _ >
Volume at start pumping elevation= = _ _ _ = = = = = = >
Required volume to be pumped================
Actual volume planned to be pumped= = = = = = = = = = >
Min. thickrfpss of soil liner when required==>
7. DESIGNED BY:
i
APPROVED BY:
180 days
10.6 inches
0.0 inches
8.0 inches
8.0 inches
1.00 feet
3.0 : 1
350.0 feet
182.0 feet
51.70 feet
52.70 feet
41.70 feet
43.10 feet
458853 cu. ft.
461440 cu. ft.
0.00 feet
47.67 feet
0.00 feet
47.70 feet
192000 cu. ft.
193394 cu. ft.
50.24 feet
376507 cu. ft.
376334 cu. ft.
133920 cu. ft.
134433 cu. ft.
1.5 feet

7. DESIGNED BY:^�°�-'
DATE:
APPROVED BY:
DATE: 4- // z/17
i CARpi/
+0
SEAL
16415
iME�P��
0 R I S�;•.•••
COMMENTS: Arse7s -m FlotJ Aff esoww? P Gicr Srffi .4x ewotocm OG ^o
LbA14L M 1009 7 * t rue&-M±r[ p A-0-4E X!Oar, 7s/ 4ho-Ir li la_AE &¢ffF,c Tl,SE�I
4 iZEd BA) 7s J,CEd 49416MF"t0 d. 72hUX W/C 4 Ile /d' X 10 x 6 ' f �4 01Po"
0, r# A 100 4yw. vd" _ PISMOOKES Ta e4MM LIw1E f f * dSt' IdME
E°j00wet i 46awk 4E- ✓ewoc m By AftrV:Lr-WSiaAW SdRr�L��1P,
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations by Brown's of Carolina, Inc. unless otherwise noted. Brown's of
Carolina technical specialist is responsible for excavation and fill calculations and for nutrient
management plan. Engineer shall be notified of any changes and or site discrepancies found during
construction before proceeding. Brown's of Carolina is responsible for site layout, and shall verify all
required buffers or setbacks and the absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel is responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification, and
shall determine the requirements for permeability testing (quantity and location).
OTHER SITE -SPECIFIC NOTES: ;X5,0g 4_ s Lk, a 1 ,oa_11- 14

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water -content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(roc_ks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or Mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When the drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a the line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start --up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. solids should be
covered with effluent at all times. when precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.24 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.67 . This temporary
storage less 25 yr and heavy rain contains 134433 cubic feet or
1005557 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating.on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

f -0"
Lagoon Marker
I" PVC Pioe
PVC Pipe
Paint top .1p" R
rq

LAGOON MWRKER
FREEBOARD + 25YR%24FiR STORM
MAXIMUM LIQUID LEVEL
6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
PERMANENT STORAGE

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 1.0-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A 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.

Sail Canserration Semite September IE-Ca
• File Cade: 2I0
F�.AZArc"'ii CLRSSIFICAt..10N DATA Sa�L F7R .Lggoorts
Landcwrer &41ft - _ . •� Cacot ty _ &LA ��f[%/C.�
• - •-- ..
Cc=,,,r t i �y or Group-'I3a: Ccnserral icrr•PIan Ha. . .
Es tima _ed Depth 0 Water'- to Top. a : Dam Ft.' L_ncth a : Fl ccd Pcal Ft -
Date of Field Ha-i: d Inves_i•Szt►ori
Evaluation by react cf flood plain dewns�.zn fia the Paint a► estimated Minor effect
fram sudden daII failure_ - -
ev. :_s - hleyation
_ . Kind of :Improve its : cf Ere=ch
Reach: Length: 'Widtth: Slaoe: Land• Use ; Improvements Above :Floedwatar Above
Flood Hain: Hood Plain
Ft. Ft_ _ a - - Ft_ _ Ft.
2
Describe pcta-i tial for loss a f I i f a and damace to existing or Frvbabl a future dc,mst:�m
i, aravementLs from a sudden breac-h
p e, 6-0/7, (ASS of CK c RE'3 . A os o T
ram. ,-L,a by 4PP� r. /z_ea 1334 i Sov J�� 14 try,. ,:;1 S,-,gA—,
Hazard CIasS ific=dart of Oa—m t a I b, c) (see NEM-Pa r, 5ZO.L)
Dam ClassiI 6.fart (r, II,(Irr� IV, V)
By
Lie
Concucrred By
—�CIa.^i Li LI e)
NME: I_ Instructions on reverse side.
Z. At`ch additional sheet-s as needed.
Date /V-1P7
Date

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NAIL IN,_..7T5_c_.s'°t-
SCE NOTE 3
p2h 4A-ya(lY SCE NOTE. 2
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AND DACKrn.1,EU AND COMPACIED..
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UJORDINAII_U w/ III_I)G CUNIRACIOUS)•

SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
Telephone [phone] Fax [phone]
WASTE WATER IRRIGATION DESIGN
OWNER:
FARM NAME:
FARMM LOCATION:
FARM TYPE:
INTEGRATOR:
Benny King
Near Ashe in Brunswick County, NC
6400 Head Wean -Feeder
Brown's of Carolina, Inc.
DESIGNER: R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood Street
Clinton, NC 28328
N.C. License #16415
PHONE:
[phone]
lot* AROI/
SEAL
16415
_W1
GORY
DATE:
-6-/2- 31,97

SPECIFICATIONS FOR THE LAND APPLICATION OF WASTEWATER
IRRIGATION SYSTEM FOR BENNY KING
6400 HEAD WEAN TO FEEDER
The Benny King farm %vill consist of four 1600 head contract wean to feeder swine confinement
buildings with a single anaerobic lagoon, located in Brunswick County near Ashe. The waste
utilization plan was developed by Brown's of Carolina, Inc. staff and approved by Jimmy
Vinson. The annual plant available nitrogen (PAN) produced by this particular operation will be
approximately 3072 pounds. An additional 461 pounds of PAN will be produced annually in the
form of sludge. The sludge will normally be spread by irrigation or another method when there
is a buildup, which may be every five to ten years. The landowner has sufficient acreage to
utilize this PAN not listed in the waste management plan.
The soil type on this farm in the area of waste water application is Goldsboro. The Goldsboro
series is a well to moderately well drained coastal plain and terrace soils with sandy surface
layers and friable loamy subsoils. The permeability rate is 2 to 6 inches per hour in the top
twenty inches and 0.6 to 2 inches per hour in the top 80 inches_ The design precipitation rate is
0.5 inch per hour on Goldsboro with fescue grazed and coastal bermuda hay cover, and the
recommended application depth is 1.5 inches according to MRCS irrigation guidelines. For the
purposes of this wastewater irrigation design, the depth of application will be limited to 0.5
inches in order to reduce the potential of ponding or runoff.
The waste utilization plan includes a cropping system of grazed fescue and coastal bermuda hay.
The total acreage of the fields on the ASCS map is 28.8. The buildings and lagoon, which are
located in these fields, require approximately 4 acres, which leaves 24.4 acres for waste
application and required buffers. The area at the ends and on the sides of the pul Is will not
receive uniform coverage during application. The area of the sides that is receiving effective
irrigation is considered approximately 80 percent of the wetted radius of the chosen sprinkler.
The ends are approximately 60 percent of the wetted radius of the chosen sprinkler.
The calculations made by Brown's of Carolina show that the 16.1 acres of hay and pasture land
will utilize 3552.5 pounds of PAN annually. The acreage used in the nutrient plan is based on
effective wetted area from this design, so the irrigation design exceeds the requirements of the
waste utilization plan.
The annual loading rates are approximately 185 pounds PAN per acre per year for the grazed
fescue and 325 pounds for the bermuda hay. There should be adequate storage to allow time for
application of waste water on the crops listed. The total amount of waste water that needs to be
removed from the lagoon will vary based on the yearly rainfall amounts. Years where there is an
unusually high rainfall amount, more water will need to be pumped on the pasture land. It is a
good idea for the operators of this system to be familiar with average rainfalls for their particular
regions. This can help in scheduling land applications. This information can be obtained at the
local extension offices or at NC State University. In all cases, the volume of wastewater applied
must not exceed the PAN balance, based on wastewater strength as determined by at least
Page 1

semi-annual analysis. Annual wastewater application is estimated as 1,998,000 gallons, which
will require approximately 282 hours of pumping.
A minimum buffer of 25 feet is observed around the perimeter of the spray field. Actual field
layout and installation of the system must verify other setback requirements such as distance
from residences, waterways, wells, etc. Particular care must be taken by the owner in locating
fresh water wells for the production facilities, as they must be sited at least 100 feet from both
the lagoon and the sprayfields.
LAND APPLICATION SYSTEM
Preliminary design layout and equipment specifications were recommended by Revelle Agri
Products, Inc. in conjunction with the owner's requirements. The specified equipment is the
Amadas Hobbs Reel Rain Hard Hose Traveler, equipped with 850 feet of 2.5 inch poly hose, and
a Nelson 100 end gun with a 0.812 inch ring nozzle. This system will require approximately 282
hours of pumping per year based on pumping volume estimates in the lagoon design. The arc
angle of the sprinkler should be optimally set at 270 to 300 degrees. As shown in the attached
calculations, this setting achieves the specified application rates; the guns can be run at larger
angles, but it is not recommended to exceed 300 degrees. If the field dimensions require the arc
angle of a pull to be less than 270 degrees, a precipitation rate should be calculated, and travel
speed should be increased in order to decrease the depth of application, and thus reduce the risk
of runoff occuring.
The wetted diameter of the selected sprinkler is 260 feet and flow is 118 gallons per minute
using a pressure at the sprinkler of 70 psi. Using a common lane spacing of 70% of wetted
diameter yields a spacing of 182 feet, so 180 feet will be used. The system should never be
operated when wind speeds are greater than 10 mph and preferably less than 5 mph.
A total of five hydrants will be required on the farm. The longest travel distance is
approximately 810 feet (860 feet effective wetted length). Start and stop pull locations should
be accurately flagged when the system is installed to insure that wetted area does not encroach
specified buffers. The larger irrigated area requires a 190 degree arc spray in order to utilize the
land available. As shown in the attached calculations, the resulting precipitation rate for this
pull is slightly higher than the maximum MRCS recommendation and well above the preferred
rate of 0.35 in/hr. To compensate for the higher rate, the application depth will be reduced as
shown, by increasing the travel speed.
When the system is first started at the beginning of the travel lane, the cart should be allowed to
remain in a stationary spot for a period of approximately 25 minutes to allow for complete
coverage at the end of the travel lane. This time may need to be adjusted in accordance with the
soil moisture conditions. When the soil already has a higher moisture content than normal, the
times should be decreased. At all times, the operator should be present with the machine during
Page 2

these time periods to prevent any runoff or ponding of waste water. Table 4 gives the estimated
travel distance and corresponding times for each travel lane (the 25 minutes has been added).
A pump which has a capacity of 118 gpm and can maintain a pressure of 115 psi will be needed
A diesel power unit with a centrifugal pump is the recommendation of Revelle for this site. This
gives the customer all of the specifications he needs with the reliability, ease of use, and
mobility. The pump recommended was the Berkeley B2EQHH. Due to the higher pressure the
system will be operating at, the efficiency of the pumpis only about 50%- This loss in efficiency
will increase the fuel consumption, but the lower cost of the complete unit outweighs the added
fuel cost. Pump selection may be reconsidered for a more efficient model under the given
conditions. The operating range for the diesel engine is between 2800 and 3200 rpm. The
engine that will be used in this application is a John Deere 4020D, which has been used in
similar applications and has proven to operate within all the operators expectations.
Approximately 1060' of bell and gasketed 4" class 200 WS PVC pipe will be needed for the
underground system supply line. All supply lines will be 4". The hydrants will be constructed
out of schedule 80 fittings and class 200 pipe to withstand any high water hammer. The top of
the hydrants will be equipped with 4" ceramic butterfly valves, between two flanges and a 4"
aluminum male circle lock adapter on the top of the hydrant. Each end riser will be equipped
with a 2" sweep and 2" air relief valve to allow any air in the line to excape without causing any
damage to the line.
The pump shall be attached to the underground mainline with a 15' flex assembly, consisting of
15' of 4" lay flat flex hose and two 4" circle lock fittings. The end that hooks to the pump will
have a male end, so that it can attach to the 4" female on the pumping unit. The end going into
the ground will have a female end to attach to the male side of a 4" aluminum 90 degree elbow
which is locked onto the top of the hydrant which is made like the field end riser, including male
circle lock top, butterfly valve, 2" sweep, schedule 80 fittings, 2" air relief, 2" adjustable
pressure relief, and a 0-200 isolated pressure gauge. A similar gauge will be at the traveler so
the operator will be able to read the pressure at the pump as well as the irrigator.
The pipe will be installed with a minimum of 30" cover over the pipe. This will prevent the
pipeline from being struck by any agricultural equipment. When trenching the PVC pipe all
manufacturer's recommendations should be observed. Concrete thrust blocks should be poured
at all tees, ells, gate valves, and end risers in the system. See table 5 for thrust block sizes and
attached specifications for thrust block designs.
At the pump there will be a Berkeley 3" x 4" discharge priming valve. This swing type valve
will allow the operator to shut down the system without the water draining back through the
pump. The back pressure of the water in the line will operate the valve. There will be a
diaphragm valve on the suction side of the pump to fill the pump and suction line when the
operator starts up the system. At startup the underground line should not be filled any faster than
40 gpm. There will be a 4" butterfly valve on the entry at the ground which will allow the
operator to remove the pump from the site after shutdown and the valve will prevent the water in
the line from draining out.
Page 3

APPLICATION OF WASTEWATER
As stated above, the system will be installed to irrigate all Goldsboro soils cropped with fescue
pasture and coastal bermuda hay. Table 1 below shows information on the areas incorporated
into the design; field 6 includes lanes A, B,C, and D, and Field 5 contains lane E.
TABLE 1: FIELD SPECIFICATIONS
Field 4,
Lane
Slope
Crop
Precip
Rate
Max App
per Cycle
Irrig.
Acres
6
2%
NGb
Fescue -Grazed
0.5
0.5
12
5
2%
Coastal Bermuda Hay
0.5
0.5
4.1
As the table shows, although MRCS allows up to 1.5" depth of application, it is recommended to
limit depth to 0.5", and lower for the pull with 180 degree spray arc. Also, the application rate
for all pulls except Pull D is 0.35 in/hr rather than the 0.5 in/hr guideline. The combination of
low precipitation rate and small applications should prevent any ponding or runoff from
occuring, as long as other requirements are met (not applying to saturated or frozen soil, etc.).
The length of the travel lane will determine the length of time required. Table 4 lists the actual
travel length and the respective time to complete each pull. Another application of wastewater
should not be applied until the last amount of wastewater has been used through
evapotranspiration_ If no rainfall occurs, that will normally range from three to five days. This
may vary depending on climate. Table 2 below details the irrigation operation for each traveler
pull, or lane.
TABLE 2: IRRIGATION LAYOUT AND OPERATING SPECIFICATIONS
Field
#
Lane
Travel
Spd,
ft/min
PR
Rate,
in/hr
Effect.
Width,
ft
Effect.
Length,
ft
Wetted
Diam,
ft
Nozzle
Size
Gun
PSI
PSI Q
Reel
Arc
Pattern,
Degrees
6
A
2.1
0.35
194
720
260
0.812
70
98.7
270
6
B
2.1
0.35
180
860
260
0.812
70
98.7
270
6
C
2.1
0.35
180
860
260
0.812
70
98.7
270
6
D
4.2
0.53
90
820
260
0.812
70
98.7
180
5
E
2.1
0.35
208
850
260
0.812
70
98.7
270
The total amount of wastewater to be applied should not exceed the nutrient requirements of the
crops based on the soil type (see attached nutrient management plan). Each application of
wastewater should be limited to a maximum rate per hour as specified and no more than 0.5" per
irrigation cycle. It is our recommendation that this rate be the maximum for both crop types on
Page 4

this system. During times of excessive rainfall, the amount that needs to be applied may be
dramatically decreased.
TABLE 3: IRRIGATION SYSTEM SPECIFICATIONS
Flow Rate of Sprinkler m)
118
Operating PSI at Pump
135.5
Design Precipitation Rate in/hr
0.35
Hose Len h
850'
Speed Com nsation
Mechanical
Pump T
Engine
Horse Power Required
18.65
Note: This design is based upon information supplied by Revelle Agri Products, Inc, Brown's of
Carolina, Inc., and Benny King. This is a preliminary design and should be viewed as such_ The
design shows that this site is capable of accommodating the proposed production facility in
accordance with the information provided.
Accurate records should be maintained on the operating time and nutrient content for each
irrigation event. The pressure at the pump, traveler, and gun should be recorded to maintain
accurate application rates. Forms for recording data can be found in the North Carolina
Certification Training for Operators of Animal Waste Systems Manual.
Pumping should occur as much as possible during the daylight hours. Running at night should
be avoided when possible. At the beginning of each operation the pressures need to be checked
against the parameters as laid out in this design. if by some chance they do not match, shut
down the system and make the proper adjustments. The specifications must be followed exactly
to prevent runoff and ponding. Pumping should never occur during rainy periods or when the
ground is saturated. The operator should be on site as much as possible during operation and it is
imperative that he/she be present during the beginning and ending of pulls.
It is also highly recommended to conduct annual calibrations of your equipment. With the data
recorded at each operation and information provided in this design, the operator can take a few
easy steps to ensure the system is operating as it was originally designed.
PIPE INSTALLATION
All pipe is to be bell and gasket Class 200 IPS, PVC plastic pipe, and the fittings shall be
gasketed as those manufactured by Harco, or equal. The hydrants are to be assembled from
schedule 80 PVC slip fittings, with class 200 PVC pipe. Pipe should have a minimum 30" of
compacted cover to prevent the pipeline from any damage. Concrete thrust blocks will be
Page 5

poured at ells, tees, and end hydrants, as well as ground entry of supply line and gate valves. See
Table 5 and supporting calculations for details and sizes. The thrust blocks shall be poured in
place on undisturbed earth to prevent the line from separating at any of the joints. After
installation, all trenches are to be backfilled and compacted to prevent sediment runoff and soft
spots in the field area.
MAINTENANCE
There should be no land application of wastewater during freezing temperatures. The pump, the
above ground portion of the discharge pipe, and the suction line should be drained during
freezing temperatures, to avoid ruptures_ The risers should be drained to approximately one foot
below the surface during freezing temperatures.
Check all valves, pressure relief, gauges, and hydrant tops at least two to three times per year for
groper operation and for leaks. The pump should be well maintained and greased properly (refer
to the operators manual for basic pump maintenance). Additional maintenance may be required
due to the corrosion and salt buildup problems associated with the wastewater. The engine must
be serviced regularly with oil, coolant, and lubricant (refer to the engine operators manual).
The traveler hose reel and gun cart also require regular inspection and maintenance. The
traveler should be inspected for proper operation before each startup of a pull (refer to traveler
operators manual for maintenance instructions). It is also recommended to wash down the
traveler, gun cart, and pump periodically to reduce corrosion. When the pump is removed from
the system, make sure the butterfly valve on the system is closed to prevent objects from entering
the pipeline. If the system is to be out of use for an extended time, it is recommended to store
the traveler out of direct sunlight, as sunlight can damage the poly pipe over a long period of
time.
At every startup, check for leaks, and make sure the line holds a constant pressure. If a leak is
found, shut the system down, and do not operate until repaired. If runoff occurs off -site due to a
leak or other malfunctioning of the system, the owner is required to follow the emergency action
plan included in the facility design.
Page 6

CALCULATIONS
PRECIPITATION RATE
The precipitation rate (PR) should not exceed the infiltration rate of the soil and is calculated as:
PR = 96.3 x Q_ 360
3.14(0.9 r Y w
where,
Q = 118 gpm
r (radius) = 130 feet
w (arc) = 270 degrees for lanes A, B, C, and E; = 180 degrees for lane D
PR (270 arcs) = 0.35 inches per hour (iph)
PR (180 arc) = 0.53 iph
TRAVEL SPEED
The travel speed is calculated in feet per minute as follows:
Speed = 1.605 x O
d x s
where,
Q = gpm
d = application depth
s — lane spacing
For 270 degree arcs and limiting the application depth to 0.5",
Speed = 1.605 x 118 = 2.1 f[Imin.
0.5 x 180
For 180 degree are, increase the speed to 42 ft/min due to excessive precipitation rate.
Travel times for each pull are listed below in Table 4, showing approximate length of each pull
and corresponding time to complete the pull_ Times include a 25 minute delay at the beginning
of each pull to provide a uniform spray pattern over that area.
Page 7

TABLE 4: TRAVEL TIMES PER LANE
(Includes 25 min. delay at each start)
LANE
TRAVEL LENGTH, ft
TIME, min.
TIME, hr
A
670
344
5.73
B
810
411
6.85
C
810
386
6.85
D
664
183
3.05
E
710
363
6.05
VELOCITY IN PIPE
(Limit to max. 5 feet/sec)
V = Q x .408
DZ -
Q=gpm
V = velocity, ft/sec
D = dia. of pipe, in.
V = 118 x .408 — 3 ft/sec
(4y
Total Dynamic Head
To account for the Total Dynamic Head the friction loss in the mainline as well as the traveler
hose must be accounted for.
FL _ .2083 100 I.152 X 0 E.852 x L
C D 4.8656 100
where,
F) =
Friction Loss, feet head
Q =
Gallons per Minute
D =
Pipe diameter, in.
L =
Length of Line, ft
c =
Pipe Coefficient
Page 8

Mainline Calculation:
L = 710' worst case c = 150 for plastic pipe D = 4" Q = 118 gpm
FL _ .2083 100 1.812 x I is 1.952 x 710
150 4 4.9656 100
5.64 feet head x .433 = 2.44 psi loss
Traveler Hose Calculation
L=850' c= 150 D=2.5" Q= 118gpm
Fl = .2083 100 's52 x It 8 1s12 x 850
150 2.5 4.9656 100
66.51 feet head x .433 = 28.80 psi loss
Total Dynamic Head for the Complete System
70 psi (spk pressure) + 28.8 (traveler hose loss) = 98.8 (traveler pressure)
98.58 X 2.31
— 228.23'
Mainline Loss
= 5.64'
Elevation within field
= 5.00'
Suction Lift
= 8.00'
Fitting Loss
= 5.00,
5% Factor
— 12.59'
TDH
= 264.46'
Pump PSI 264.46 / 2.31 = 114.5 psi
BR.,kKE HORSEPOWER
V x TDH `fPPti
— is �..�1
3960 x Pump Efficiency (decimal)
From pump rating curve for TDH & gpm, pump efficiency is approx. 50%.
BHP = 118 x 264.46
1960A.50
15.76 hp
Page 9

ENGINE HORSEPOWER
HP = BHP
Engine eff. (decimal)
= 15.76 = 21 hp required
_75
Thrust Block Calculations
Use 75% efficiency for diesel engine
BLOCK SIZE = THRUST X LINE PSI
Soil Bearing Pressure
Thrust factor from attached table
Line psi = psi from TDH calculation above
Soil Bearing pressure: Use 700 psf as conservative figure
90 degree elbow
23.0
X
114.5
/ 700 =
3.8 sq. ft
45 degree elbow
12.4
X
114.5
/ 700 =
2.0 sq. ft
Tee/Dead end
16.2
X
114.5
/ 700 =
2.6 sq. ft
*Ground Entry
29.9
X
114.5
/ 700 =
4.9 sq. ft
Gate Valve
16.2
X
114.5
/ 700 =
2.6 sq. ft
TABLE S: THRUST BLOCK SPECIFICATIONS
Location
Thrust Blocks . ft
90 Degree Elbow
3.8
Dead End Tee
2.6
Tee
2.6
45 Degee Elbow
2
Gate Valve
2.6
Ground Entry
4.9
Page 10

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BERKELEY PUMPS
8 ER K EL-EY TYPE "B" RATING CURVES
ENGINE DRIVE
30
25
20
151
CURVE 4117
DATE- 1-27-89
PAGE 0.51
SUPERSEDES
Curve 4117 Page 0.51
Dated 9-1-M
Con: mo-m C.I. N-- L-1026 me -a& L-1026 VARIOUS "-@L
wpow.. mmom C.I. Pmli& M-1802 sawLaw M-1802 D&L 9" full T.D.9-L vw*omb wm
MENEM
Ems
FFF
AV
Ift
0
mom
mom-
0 50 100 ISO 200 250 300
C-8610 somd- T-1355 C-8576 ow 4-17-80 D.1. e-18-80 WDELe2zom
400
350
2300
250
200
ISO
100
50
0
cbm: mow C.I. Pajh. L-3482 WOOL go& L- 348 2
mw~: Mae" C.I. PoLN& W-5059 .,Lm, M-6915 or 10-7/16" full
-1-- '54n 'OCT
30 1
0
w"Ious "AL- epi-
T.0.LLfor &mawwwms
mmhwwwp.w
am M4(3 20
OWN"
mom=
ago
mommmommom
Fm
FA 0
No
WHARA4
I L44
Ww,
L4 k
a, w�s
if sO.��Lr��Fi��
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hOW
0 100 200 300 400 500
cApAcm em Lm QALLow PER am=
C-8573 a-- T-3753 C-8513 u.,w 7-31-79 D.w 12-3.80 MODRBZEQHH
10
0

,N
psi.
Rmq 112-
GPM D14
Rnq 766-
GPM DIA
Rnq 6r2'
GPM OIA
111 41
GPM DIA
l6nq 695-
GPY VIA
P
Rn1q .927' R 965` SSU
GPM D1A GPM VIA E
0.712
IeOmm
t9.5mm
29.6mm
21Bmm
u4
7I;
US- M3fH• M•
US M31H M
US M31H M
GS M31HM
LS M
50 74 220'
88 225'
100 230'
I15 240'
129 250'
150 255' 167 260'4.66
16.? Sto
5.S8 20.0 69.0
636 22.9 Mo
7,24 26.1 73.0
8.10 v
6061 235'
96 240'
1 245'125
260'
141 270'
164 275' 183 2W498
17.2 70.9
5.76 21.4 711
Sao 245 T3.6
1_?4 27.9 77.3
8.66 370
68 zas'
104 250 •
118'
135 275'
152 290'
LNL,F,E
T77 296' 198 300'
94 255'
111 265'
127 275'
145 255'
163 3W
189 305' 211 315'
S.57 20.0 754
5.56 240 715.7
7,60 274 79.7
865 31.2 8A.460
90 99 265'
117 275' '
134 2W
154 295'
173 310'
MI 315' 224 325'6.10
21.9 79.7
7,30 262 U.?
9.33 30.0 15.7
946 34.1 fie?
t06 N
100 105 270'
124 260'
162 295'
192 305-
M 320'
212 325' 236 MS'6.59
n? 82.4
7.58 28.3 86.0
9.00 323 90.0
10.2 36.9 43.o
1t.$ 4110
1tO 275'
130 290'
149 306'
770 315,
191 325'
222 335' 248 345'1.04
8.3 54.9
8.43 30,3 8%3
9.62 34.5 94.3
11.0 394 97.3
t2.3 44
'
P S.I.
Nozx34
.7"
GPM DIA.
Noixl4
8'
GPM DUI.
Noxxl4
9-
GPM CIA.
NMI*
i�
GPM DIA.
Noah
1.1-
GPM DIA.
FI
Ix
GPM DIA.
NppY
t.3"
GOY DIA.
DIAMETER
PRESSUR15
KWtfi�'
17,emm
US- M3fH' M'
20.3mm
22.9mm
25,4mm
27_9,
US LII M
US M31H M
US M31H M
US M3
100 250'
130 270'
165 290,
205 310'
255 330,
30D 345'
350 380'
SS
6.39 23.0 M0 8.29 29.6 92.0
10.5 37.8 68.0
430 46.9 95.0
154 57.
110 265'
141 265'
182 305'
225 325'
275 345'
330 365'
385 360'
4A
1.33 24.6 M,6 8 Be 31.9 85.6
t1.2 40.4 91B
$3.9 503 97A
16.9 41.
'
120 260'
155 3D0'
197 32D'
245 340'
2" 38G'
355 380'
415 395'
120 290•
165 310'
210 335'
260 ass•
315 375'
390 395'
445 410'
5.0
7.63 I7.5 854 9.91 35.7 9t.6
72.6 45.2 98.6
IS.6 $6.0 10S
16.9 ea.
uvi
135 3w'
175 320'
223 345'
275 364'
335 390'
405 410'
475 425'
6.0
L36 30.1 89.7 to.9 39.1 9e1
138 49.5 184
t 'a 61.3 Ito
201 ?4
143 31W
166 330'
235 355'
290 375'
355 400'
425 420'
500 440'
7.0
9.03 323 95,0• 11.7 422 101
14.2 53.5 t06
111A 66.3 114
22.4 80.
150 320'
125 340'
247 365'
305 385'
370 410'
445 430-
525 430'
e0
91 34.6 "A t2S 45.1 105
15.9 57.2 112
19.7 70.8 115
24.0 86
197 330-
204 350'
258 375'
320 396'
395 420'
465 440'
34S 460'
9.0
102 36.9 104 13.3 47,4 110
16.1 50.6 117
20.9 75.1 +23
234 91.
NOZZLE
097-
+06-
I.,B
IIB
qutq
Rmq
R4+q
Rwg
R1nq
Rinq
Rm4
pIAME7ER
31Bmm 24.6mm
27.4mm
•LS
30.Omm
32.01
M31H M
US M3+H M
LS M.
PSP GPM�Du' GPY9 DIA GPM�p[A GPM t6D1A GPM DIA GPM�DIA. GPw9 atD1A P E 115' M3fH• M• US M31H M
•gf
50
100 245'
1313 265'
s65 265
205 300'
255 320
300 335'
350 350'•
35
e4t 23.1 75.0 8.32 30.0 81.0 10.5 37.9 670
tJ.O 48.8 9,.0
159 57.
"3
60
110 260'
143 ma,
T52 300'
225 375'
275 335'
330 .350'
385 365'
4.0
4Jb 24.7 MI) 6.82 32.0 84a 11.3 AG 90.0
139 50.0 95,0
170 St.
i
70
120 270•
155 290'
t97 310'
245 33D'
295 350•
355 365•
415 360
5.0
7.86 27.6 82.a 4.94 35,6 65.4 +26 457 95.4
15.5 56.4 101
19.0 e8
•;:
80
128 280'
165 300'
210 320'
260 340'
315 360'
380 380'
445 395'
e0
8.]4 30.2 86.7 10.9 39.7 43.3 t3A 49.? 100
,7,0 61,3 t06
20.8 N
90
135 290'
175 310'
223 330'
275 350.
335 370'
405 390'
475 405'
-
100
143 300'
195 320'
235 340'
290 360'
355 380'
425 400'
500 4Is.
7-0
906 32.6 91,5 118 424 98.0 t49 53.6 104
16.4 66.2 I10
22.5 80'
110
150 310'
195 33D'
247 350'
305 370'
370 390'
445 410'
525 425'
00
9.69 34.9 93-4 12.8 45.3.101 IS 9 57A 108
19.1 70.8 n4
24.0 H
120
157 115'
204 335'
259 360'
32D 380,
385 400'
465 420'
$45 435'
9.0
10.3 37.0 97 13.3 48.0 103 16.9 60.8 113
20.9 75.1 119
255 91
Sig
s 3ORENOZZLE
j NPult
No
2"
+4
35.6mm
NPexla
+ OS
Nocxrr I Nosal4
1 3- 1 4•
I Noxzy
1 5-
I NOiIM I NY2Y I Noal4 DIAMETER 26.Tmm 27.9mm 30.Smm ]3.Omm
, 6" t 7S` + 9- PRESSURE
M3fH M
7ft tmm
US M37H M
US M31H Y
PSI
GPM DIA
I+ GPM
DIA
GPM
DIA
GPM DIA
GPM 01A
GPM DIA
iij GPM
DIA GPM CIA
GPM DIA
Kql
Y31H M l75 M3M M VS M31H M US
i'
60
250 345'
285
355'
1 330 375'
1385 390'
445 410'
$15 430'
1585 445• 695 470•
625 495•
40
15.355.7 ,pa
77.863.9 left
20.7 T3.111
3.5858117
27,598912] 322
n6 t25
70
270 360•
310
380-
1 355 395'
i 415 410'
480 430'
555 450'
1630
465' 755 495'
890 515'
132 350
130131
60
IN 375'
]30
395
380 410'
-5 430'
S15 450'
110 470'
1675
485- 805 515-
950 SU'
S_1
17.362.3 t+t
t9.971_S 111
n.7e1.712126.796.0126
30.7 1"
90
310 M.
]50
a10'
405 a2S
475 445'
545 a65'
625 485'
T15
505' 855 515'
1005 555'
6.0
19.068.2 u5
21.e r8.3121
L.989s+
29.2 105 132
33.712T 138 394
142 144
IDO
325 400'
370
420'
425 440'
S00 460'
S75 480'
Ei60 500'
755
520' 900 550'
f060 57S'
70
20.5 737+Z2
3584.E ,28
269961 t34
31.5 +u +40
]8.3 ,]1 146 428
t53152
n0
3a0 41O'
390
4]lt'
445 450'
525 4TO'
SOS a95'
695 515'
790
535' 945 565'
1110 590'
60
tt9 78.E +M
25.1 90.4 132
28.7 t03 f38
33.7 +21 +a+
36.9 +a 152 45.5
+64 159
120
355 420'
405
44o'
465 48p'
545 480'
630 5'.
725 530'
625
550' 1965 580'
1t60 6D5'
_
13O
370 425' ,
425
445'
465 465
$65 445'
655 515'
755 540'
aw
SW 1025 590'
s210 620'
9.0
23283.61
28.695,9136
30A 110 t42
]5.8 t29148
41.3 1b e57 4e.]
,74 v64
P51
t
1 r 79' 4uwu
f 1 46' .nwn I, 56" 4c+u4u
I
I1 66' x+wn
I, /•- 4nwn
GPM
[1 6]- 4Cm4I,
GPM
2- R�fp
I1 W 4ceu4n
GPM
DIAMETER
PRESSUREAC
32 Bmm
37.1mm
39,5mm
42.2mm
44 2m
M
LS M31H M
US Mai
GPM DIA
GPM
CIA
GPM GIA
GPM DIA
DIA
CIA
CIA
uS' M31H• M•
U6 M31H M
LS M3fH
t [ = 50
230 325'
300
355"
350 370'
4s0 390'
470 405'
S35 a20'
SAO 435'
3,y
14.5 SL3 99
,8.9 66.1 108
22.2 80.0 n]
25.8 92-7 /19
30-+ 'De
�-.. .i 60
250 340-
I 3.
370'
385 390'
44S AID'
515 425'
585 440'
I 69S a55'
40
t5.5 55.9 103
202 12.8 116
23.8 85-5 111
27.5 49.1 123
322 nE
70
270 355'
355
385
1 415 405'
480 A25'
S55 440'
630 455'
I 755 475'
116
26.b 95.E +74
30,0 I'O.e 13,
360 13C
eO
290 370'
I 3130
400'
445 420'
515 440'
590 455'
575 470'
805 490'
S0
17.4 61.5 +09
22b e1.4
34.a +4s
" 90
310 380'
405
415'
I 475 435'
545 455
625 470•
715 485'
I 655 505'
6.0
19.0 685 115
24.8 89.1 t25
29-1 105 T31
33J 12+ 137
100
325 390'
1 425
425'
500 445-
515 465'
%a 4a0'
755 500'
I
900 520'
7.0
20.5 740 +t9
26.7 96.3 13D
31,A 113 136
364 131 142
42.6 , 0
=1
110
340 ,00
445
435"
I 525 455"
605 475' 1
695 490'
I 190 510'
945 535'
00
72.0 79,t 123
28.E m3 +34
33.6 12+ u0
390 u0 145
455 164
355 410'
465
445'
545 465"
630 A85" I
725 500'
f 825 520'
I 986 545'
+27
30.] I09 Lv
3S6 r=8 143
i1? 149 119
+a.3 , +
130 i
370 415
' 285
450-
565 470
655 490'
755 505'
860 525'
t025 550'
9.0
23,3 634
The BIG GIJ.W performance
data has been obtained under ideal
test conditions and may be adversely affected by wired. poor hvdraulic entrance

4" FL X 4" MCL ALUMINUM AVPT
4" CERAMIC BUTTERFLY VALVE
4" SCH 80 PVC FLANGE
4" 200 CLASS PVC PIPE
SCH 80 4X4X4 PVC TEE (SXSXS)

i
rill
Y
E" AIR RELIEF `V ALti z
" = L. X 4" C- Al-UN1I` Ull ADPl
4" S(;r- 80 F\'C FLANI-J-
"
c S,�,y'FE�'
'I" 2CO CLASS P` - DIRE
4 x 4 scV. 90 P'. - 9C- Jed IS xS
' 4 - 3 C. -- a f �. M,\4\: N I
F V' RISER

DAVID D. DAVIS and ASSOCIATES
Safe Filling RatesTorMainline Pipe
It is very important when filling an empty or near empty mainline not to
- exceed velocities of 0.5 to 1.0 feet per second. Filling a mainline
faster than 1.0 fps may not allow the air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum f:111 rate (GPM) for most PVC, AC and ductile iron pipe lines.
Nominal
Diameter -
Inches
2
21
3
4
6
8
10
12
14
16
18
20
24
Maximum
Fill Rate-
(qpm)
11
15
-24
40
80
150
250
350
475
620
780
980
1400
Pump Stations should be selected that will allow the fill rate to be
adjusted accordingly. The fill rate can be increased at a rate of
one (1) gpm every two or three seconds. This amounts to an average
increase of 30 gpm every minute during a refill operation.
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% of its volume capacity.

12-91
MAINLINE REQUIREMENTS1
The connecting link between the pump and the irrigation system is the mainline. Mainline material
is normally steel, aluminum with couplers, cement asbestos or plastic. Sizes can range from 5" to 48"
plus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot, a water source at the pivot is most convenient. When water is unavail-
able at the pivot, a mainline pipe is often used to connect the pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing, the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of owning a larger
pipe size is greater than the yearly pumping cost for pumping through the next smaller pipe size; then
one should use the smaller size pipe. A good rule of thumb would be not to exceed a velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following formula:
Mainline Water Velocity
V = (0.408) (GPM)
Dz
Where V = velocity in feet per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches'.
Pipe thickness or class should be selected to handle the highest pressures likely to be encountered.
Because of the variable pressure operation of the corner system, the mainline pipe should be designed
to operate at a pressure_of 30-40 PSI greater than the selected pivot pressure. The selection of flat
pump cun/es will be helpful in reducing the pressure fluctuations with the comer system.
FRICTION LOSS IN PIPE
Water flowing in a pipeline is always accompanied by a loss of pressure due to friction. The
degree or amount of loss depends on the smoothness of the inside of the pipe wails, the
diameter of the pipe, the velocity, the quantity of water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every type of material pipe is made
from (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for many friction loss calculations. Friction
loss (F) is in units of "feet per 100 foot of pipe." Dividing by 2.31, friction loss is converted to
"PSI per 100 foot of pipe."
1.85
F =
.2083 (100) 01.85
C
D4.8655
Where:
C' = friction factor for various pipes (Figure 3)
Q = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot of pipe
'Irrigation Short Course 1976 'Coefficient of Flow
Bob Mulliner
Irrigation Consultant
Hastings, Nebraska
2-7

INSTALLATION
Tattle 4. DESCRIMOrI OF FM'EDMENT MATERIAL CLASSIYICArIONS
0.
iamond Agricultural PVC Pipe should be assembled and
Installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321 r and the Installation Guide for PVC Water
Pipe (a ''pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Sail Classification
System, ASTM D2487 and ASTM D2488.
To assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make certian they are free of
obstructions. VisuaIIy inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF CON1PA(TION VERSUS ES18EDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROL'TOR
DENSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTHESIS"
CLASS OF EMBEDSIENT
I
11
III
IV
Malntfaculrad
%lATERfALDESCRIMON
Grxuiw
SandaltdGravel
Mlacd-Gram
RmGnta
%latcnals
S.rls • ckau
Sails
$snls
opumum rnnl.lurc contdnt range
442
9.18
t.?0
hmtt 4 aI dry .crght
sal Can.olydauon Meow
4 of Pruett' lair Retauy-I DeJmty Rangc
Cumpxl by power tamper
95-IOD
95.100
95-100
4&100
Ir ramnrr
Os-1f1111
tBO im
Derrstr7 byp3rt-le
2695
110-95
90.95
75.90
.-,bf3uXs
160.751
166Nol
ConW.datc by aumnauan
N695
fAN95
(60. 711
U¢W11
Hand pL7ue
60-ND
larytSlll
Hand Lamp
6pN0
66N0
till- 75
f50.6u1
I Dump
60.R0
"1
60-FO
611-75
Rrlauvc density Is nae4 In puemhews.
SOIL
SOIL
p6SCRIrTIDNASSIFOF -
CLASs
TYrP.
MATERIAL CLASSIFICATION*
ManllfaeWW altaula. trrwlr iii—ARL 114 m 1 IT metre to v all mml
Clue 1 Smis•
..
6.1mg mae11.1! bafrna -t—all argW(cann such .. nr.hrJ mwr .. sws. rnJuyt
[drat _"" akg, ewsers a m.hW sMlls.
nau IL Sml.•'
Carr
Wrsg:aeed pa.eh aM feud •are m,uvn. lark rr n. f.rv. 4ri .r I+rwc ..{
I— f --roil raarrd as Ay a ..r.e. 164— loan Vil. rna.neJ .w N. Yrl
Clf.e.
CP
Pnxry u[ene pa.el. aria r•a.d sand mrarrrav lruk .r r.r r 4.s .. m.wr .d
harm frserrm r.samed lm N.. a ..r.e. t.kwe Ihaa ys4 rc,aaM .w M, Sri .vvr
CU—
SW
Welt t..J d "Ob as V-11>. sardti Imk m m. file. M.- Ili- ur9 ..I ana.f
rractk.m pears No, a — Mare ibex 974 as a.w N.. Irk .„.r C-kn
sr
IN—j, p-rd'rods and 9-11- aaMa. I.ak r .. 1.wn µif mr 4q ..I ..rare
fretrlrlt 1ra•Ja Irr.. a sknf M.r[ Nit W4 rnanJ .w N..:trr ..mac Ikar
C1... III S."...CJM
S.Iry gewflr, pml .ar.l a.lt mlarwn 5rK rw Irwre .M anrrr Irw low rr1f..J .+
No. a Jrewf_ Marc IhJa ..Iri .na.aW mr Nn _Irk,w•,r
[r
clayey pavrla, pod •.nJ .L� mra 4qr ,..nrr rl ....r.r Ir. low r. ra.nfJ
an Na. � ar.e. M>r lM •lIS rna.aeJ m 1:n hn .>r.�
SM
Silly aMd4.. 4-iih mr.n1.M \Imr than .-%M .d •..ar.r Ilw l..w (v..r. K.. a .r.[
M.— Nan." rrL—d .+, N.. _•/hs .r,c.
SC
Ctayry asaai, say .1.. Im.lwrs M.- thce 4K..f
.rfr- M.wr th 414 reruirJ .w n., :tal.rfre
Cla.a I4 S-1.
ML
Irvgrar.e s.lta..ery Irk ..14a, .,. k fl.r. SJn rw .la... Inv ..M 1 yr..l lam..
59 . a ku. 594 v er.w ra..f, M. Zin
CL
lw"v clays fJ Ir.., try hr rlw%u.. Fra•ftl, .1•,w .n.N .1.0% .,lit . I....
km [lays. i g.4Irma 4Fe .r k.J
SIH
Imrgewr uhi Jru.wul.•w. I— ..r.l..r
Irma IaJla tna, wc. VR .r e.re Pa..ra x.:sar .r.f
Cii
lrrsgs.: sl+yr d t.gh NJ.I. u., fa 'lair l>wru.f Lnrr. R...rr row 4r; Vr; ,,
Itrarc Paarr. Nu, kal .r.r
CIa.J Surla
fL Ikgaar a.lea ane -gaa. .dn . i-. d Hm Pl u.u, I a..J I.— 41; ,, Ir..
jlf4 P roar' pµw %n :tlk.rra[
tH [iir r cl r of ma]Yrn N -sh pla.lrry. LN.W I— g—, " SiM
rtmr. p„r, Na, M
IT li. L mirk ed mtrr aFNy mganr r.J..
' S.>th arc a. rk[ir.ed m ASTM D 2aaT, rssrpt Gr C1a+• I nwsefal shah n JrfrnN m w�l'1l Is :I:1
•• In air aides .rn ASTM D 2197, lca Nm 441r r••a ,%- yid .en[.
'• fa a.cord.aee .rh ASTM O 2427. smh ..h s s rr I:4 pa.., N., :t.l ..r,s 4,11 .n
clssrtranw that.s mmr rhatictrrntic of CIa. II thm..I CU.. Ill.
The haunching area is most important to the support of
PVC pipe. For good support. the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.
lq.r. oar.
of
taco y L
-..11at
SKsII. LI
4 —
�� T
+a;wrn � nL
I —
'T
r ao•.c
r ou.9ar.a
•' Thks table WrWs as an aPprorrmau guld: defmtng aYoc vCMrC Plar denslues at=Wd through sail ns
mcthmlS of toil concolrSauan to dtffcterr [lasses of sal. The table a intended to ptuvnk guidance XW IS
nm trcollrrnenllad for Resign u,c, Actual design values mould be dcwkVcd by the englrrrt for specific
as is m'm ntcr 41n rr conscnsc,
3

12-91
THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
caps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
i900
Elbow
450
Elbow
221/2 °
Elbow
11/2 "
2.94
4.16
2.25
1.15
2
4.56
6.45
3.50
1.78
21/2 "
6.65
9.40
5.10
2.60
3 "
9.80
13.9
7.51
3.82
31/2"
12.8
18.1
9.81
4.99
4
16.2
23.0
12.4
6.31
5
24.7
35.0
18.9
9.63
6
34.8
49.2
26.7
13.6
8
59.0
83.5
45.2
23.0
10 "
91.5
130.0
70.0
35.8
12
129.0
182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads Lbs. Sq. Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay - Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
3Certain Teed and Installation
Code 40-22-16H
511175 2-15

Chapter S: Proper Application of Liquid Anirnal Waste -Type A
Table 5-4. Use of the checkbook method for irrigation scheduling (Raleigh location).
PAW 3 in
Water Additions
Water Losses
--
soil
Date
at start of
Daily Rainfall Irrigation (Drainage)
at the end of the day
Storage'
Comments
day
PET
inches % of
inches
inches % of PAW
incbcs
PAW
5-01
- -
- - - -
-
-
Don't know initial
condition at this time
5.02
-
- -
5-03
- -
- 15 0.1
1.40 1oo
0.00
Assume FC reached at
end of day after rain
5-04
1.40 100
0.16 - - -
1.24 89
0.16
5-05
1-24 89
0.16 - -
1.08 77
032
54)6
1.08 77
0.16 - - -
0.92 66
0.48
5-07
0.92 66
0.16 - - -
0.76 54
0.64
OR to irrigate
5-08
076 54
0.16 - 0.64 -
1.24 89
0.16
Irrigated 0.64 inches
5-09
1.24 89
0.16 - - -
1.08 77
0.32
5-10
1.09 77
0.16 0.75 • 0.27
1,40 100
0.00
Rain exceeded storage
so had 0.27 inch of
drainage or seepage
5-11
1.40
100
0.16 - - -
1.24
89
0.16
5-12
1.24
89
0.16 - - -
1.08
77
032
5-13
1.08
77
0.16 - - -
0.92
66
0.48
Lagoon marker
induces need to
irrigate
5-14
0.92
66
0.16 - 0.48 -
1.24
89
0.16
Irrigated storage a
start of day (0.48 in)
5-15
1.24
89
0.16 - -
1.08
77
0.32
5-16
1.08
77
0.16 0.22 - -
1.14
81
0.0
5-17
1.14
81
0.16 - - -
0.98
70
0-42
5-18
0.98
70
0.16 - - -
0.92
59
0.58
Would like to irrigate
5-19
0.92
58
0.16 - 050
1.16
83
0.24
Irrigated 0.5 inch
5-20
1.16
83
0.16 0.63 - 0.23
1.40
100
0.00
Rain exceeded storage
so had 0.23 inches of
drainage or seepage
5-21
1.40
100
0.16 - -
124
89
0.16
5-22
1.24
89
0.16 - - -
1.09
77
0.32
5-23
1.08
77
0.16 - -
0.92
66
0.48
5-24
0.92
66
0.I6 0.08 -
0.84
60
0.56
Lagoon marker
indicates need to
irrigate
5-25
0.84
60
0.16 056 -
1-24
89
0.16
Irrigated 0.56 inches
5-26
1.24
89
0.16 - -
1.08
77
032
5-17
1.08
77
0.16 - - -
0.92
66
0.48
5-28
0.92
66
0.16 132 - 0.68
1.40
100
0.00
Rain w/0.68 in
drainage
5-29
1,40
l00
0.16 - - -
1.24
89
0.16
5.30
1.24
89
0.16 - -
1.09
77
0.32
5.31
1.08
77
0.16 - - -
0.92
66
0.48
Lagoon marker
indicates need to
irrigate
Based on a maximum
plant available water content of the example soil of 1.4 inches
' Soil
storage at end of day is amount of plant available water depleted. It is computed as:
Sol! storage (end n>rdsvi - PAW (start of day) + PET- rainfall • irrigation + drainsge
5A-10 Norrh Carolina Cooperative Fxte con Service

Meld Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS
R.O. Evans J.C. Barker J.T. Smith R.E. Sheffield
Land application equipment used on animal production farms must be field calibrated or
evaluated in accordance with existing design charts and tables according to State Rules that
went into effect September 1, 1996. Technical Specialist certifying waste management plans
after September 1, 1996 must also certify that operators have been provided calibration and
adjustment guidance for all land application equipment. The rules apply to irrigation systems
as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers charts are based on average operating conditions for
relatively new equipment. Discharge rates and application rates change over time as
equipment ages and components wear. As a result, equipment should be field calibrated on a
regular basis to ensure that application rates and uniformity are consistent with values used
during the system design and given in manufacturers specifications. Field calibration involves
collection and measurement of the material being applied at several locations in the
application area. This publication contains step by step guidelines for field calibration of hard
hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than assumed in the design will alter the
application rate, uniformity of coverage, and subsequently the application uniformity.
Operating with excessive pressure results in smaller droplets, greater potential for drift, and
accelerates wear of the sprinkler nozzle. Pump wear tends to reduce operating pressure and
flow. With continued use, nozzle wear results in an increase in the nozzle opening which will
increase the discharge rate while decreasing the wetted diameter. Clogging of nozzles or
crystallization of mainlines can result in pressure increase and reduced flow. Plugged intakes
will reduce operating pressure. An operating pressure below design pressure greatly reduces
the coverage diameter and application uniformity. Field calibration helps ensure that nutrients
from animal waste are applied uniformly and at proper rates.
The calibration of a hard hose or cable tow system involves setting out collection containers,
operating the system, measuring the amount of wastewater collected in each container, then
computing the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides a good "estimate" of the
total volume pumped from the lagoon during each irrigation cycle. The average application
depth can be determined by dividing the pumped volume by the application, area. The
average application depth is computed from the formula:
Average application depth (inches) =
Volume Pumped (gallons)
27,154 (gal/ac-in) X Application area (acres)

AnImat waste tvtanagemem rlan %.cr uts" LLW,
(Please type or print all information that does not require a signature)
Existing or (New)" or Espaizded (pleasecircleone)'-
Name of Farm: F /E Al Facility No: -
Owner(5) Name: /JA)Ie-9"' ----Photze No: 9/0-299- 3750
Mailina Address: 21 r 6x 16, S AIC 2& 2 0
Farm Location: County Farm is Iocated in:
Latitude and Lonaimde:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): Sit 1334o EJES o eXd
Oaeradon Descrintion:
Type of Swine Na. of¢An__imaIs
Wean to Feeder &
C2 Feeder to Finish
0 F_crow to Weisz
Farrow to Feeder
:I Farrow to Finish
Type of Paulus No. of Animals Type of Carrie No. of Animals
Q layer .❑ Dairy
❑ Pullets ❑ Be_:
Other Type of Livesrock: Number of Animals:
L-7aadi7g Qgerat:aa Only : s
Previous I7esi .r.�_� ace Addc��onal Design Ceaacin:` - -
3 ap.. �]' S
- Totaf DeS,gn Cat?acrty
Acreage Available for Application: - GZA Required Acreage: - L6- I - � —
Number of agog / Storage Ponds �_ Tonal Capacity- �3 q 5A 4 Cubic Feet (ft3),
Are subsurface drains present on the farm: YES or PAGOON
(please circle one)
If YES: are subsurfacedrains present in the areaofthe or SPRAY FIELD (please circle one)
Owner / Manaaer Agreement
I (we) verify that all tha above information is car,ect 3--d will be updates upon cha'igirg. I (we) understand the oaeradoa and
mainten _nce rrocedt:res established in the approved animal waste management plan for the fnrm narr_d above and will
implcazent these procedures. I (we) I,now that any expansion co the existing design capacity of the waste treatrceat and
storage system or caristruction of new facilities will require a new certification to be submitted to the Division of
Environmental LNFiaaagement before the new animals are stocked_ I (we) understand that here artist be no discharge of animal
waste from the storage or application system to surface waters of the state either directfy.ihraxw'�.asBan Azad conveyance or
from a store cveat Iess severe than the 25-year. 24-hour storm maid there must riot be ruts -off Liam the application of animal
waste. I (we) understand that cut-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resaurccs Conservation Service. The approved play will be filed at the farce and at the
offico of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implemenmdon. A charge in Iand ownership
requires written notification to DE-M or a new ecrtirzcadca (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner: /V�1U/V/i
Signature:
Name of Manager(if different from o
Date:
Signature: Date:
AWC -- January 1, 1997

Technical Specialist Certification
LAsa technical specialist designated by the North Carolina Sail and Water Conservation Comazission pursuant to 15A
NCAC 6F .0005. i certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DE!Q
as specified in ISA NiCAC 2H.0217 and the USDA -Natural Resources Conservation Service (IrRCS) andlor the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 214.0217 and ISA NCAC 6F .0001-.0003. The
following elements are included in the plan as applicable. While cacti category designates a technical specialist who may
sign each certification (SD, SI, WL'P, RC, 1). the technical specialist should only certify parts for which they are technically
competent.
II. Certification of Design
A) Collection. Storage. Treatment Svstem
Check the appropriate box
SEAL
16415
0 Exi tiny facility wichouc retrofit (SD orWU-P)' 1ME �
Storage volume is adequate for operation capacity; storage capability consistent Wd&&'8 .,rt n
v
requirements. '•v,�/I� ,
r�,4:�ewx added or ctra tied facility (SD)
NP-Manal waste storage and treatment structures, such as but trot linuted to collection systems. Iagooas and ponds,
have beta designed to tweet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): -�E�' . WAA).
Affiliation: d MC,
Address(A?ency): 3'0 3 ,D �c1ai S G�L/�M) G Phone No.: �/O 5- 0 2 70 3,
S i;nature: `'P Dace: I9 7
B) Land Application Site (S"'UP)
The plan provides for minimum separations (buffers): adequate amount of land for waste utilization; chosen crop is
suitable for waste tasna'ac e= hydraulic and nutrient loading rates.
Name of Technical Specialist (Ple_se,Print):
Af ll±atior,: OROWAI S Of L ' WO4A/R-
Address
Si¢natw
one No.: -?,q3
ate: f`�-�-`�%
C) Runoff Co{a.Yrols f
Crsecr the appropriate box
Facility %! rho u[ exterior tots (SD or NVUP or RC)
This facility does not contain any exterior lots.
',Q Facility with exterior lors (RC)
ivletfiads to rtvriinuze the runoff of pollutants from lounging and heavy use areas have beta designed in
accordance with technical standards developed. by NRCS.
Name of Technical Specialist (PIease Print): M y I`S• V/1�So�
Affiliation:_ 4)rrrF n _.
A(
Si
ANI
hone No.
ate:

D), Application and Handling Eauij2ment
Check the appropriete box
Cl Exiging or ex andir.a facility with existing waste ap2lication eQui rnent OVUP or 1) '
Anil waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipmenc can cover the area required by the plan at rues not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timin.- of applications has br_a
established; required buffers can be maintained and cafibradoa and adjustment guidance are contained as pact of
the plan).
�( CAR
4it �w. xnanded or exi tint facility without ex[ tint waste a lcad , ray
�! Qarlon. (I)op
•`• pE Difr
Ani.*-srl waste application equipment specified in the plan has been, designed to a_ �? a� arYgto
accor--mcdace the waste maaagement plan; (proposed application equipment can- v +the t��uir�by 0,a
plan at rates not to exceed either the specified hydraulic or nutrient Ioadin; es; sch�l�5for ti�+sag5of
applications has been established, required buffers can be teaicmiued; calibr=�ioa , e C.
container as part of the plaza). P� r.•
'�•,,FGORY
CNew. ex2anded. or existing facility without existing., waste_ acRlicarion a ttr eMY or land
spreadinz noc using snrav irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been sele__d to apply waste as necessa_-f to
accotr.modate the waste managetaent plan: (proposed application equipment can cover the area requird by the
plan at races not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
appliczcicas has be-n established; required buffers can be maintained: calibradca and adjustment guidzac-- are
contained as part of the plan).
Name of Technical Specialist (Please Print):
--
Address( Agency): So 3_ _ Ll �,Lt, �, ,.��is CI.,J�, _Luc _ z83 Phone No.- Q/a - S9a - 2-7a,T
Signature: _ tiP, _ Date: -�/z -?/9;r -
E) Qdor Control. Insect Control. 'Mortality Nfanaaemertt and Emergency Action Plan (SD
ST.W P.RCorD
The waste management plan for this `acuity includes a Waste Mawa-meat Odor Concol Checklist, an Inset Coacal
Checklist, a Moralicy ZMaxna;ement Checklist and an Emergency Action Plan. Sources of both odors and insecu
have bean evaluated with respect to this site and Best Maaaeemeit P:ac.ic_s to Odars and Best
N-tanagemenc Practic-s to Co^trot lasecs hive bcaa selected and includd is the waste mzaa;_menc plat. BaCh the
McrLiity NIznagemenc Plan had the E=ergeacy Ac:ZIM
n are comolece and can be implerneccr : by 'pis
Vane of Technical Specialist (Please Print): M ,Ojso
Afftliacion: 024
Address(A--ettisv): Phone No.:
F) Written Notice of Ng4v or Expanding Seine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after Jane
21,1996. If the facility was built before June 21,1996, when was it constructed or last eacpanded
I (wc) c-miff that I (we) have attempted to contact by certified mail. all adjoining property owners and all property owners
who own property located across a public road, strect or highway fram this new or expanding swine farm. The notice was in
compiianc- with the requiremeats of NCGS 10£-$05. A capy of the actice and a list of the propery owners nodded is
utwched.
Name of Land Owner:
Signature:_M._,... _ . Date:
Name of Manager(if different from own
Signature Date:
Z7— January 1,1997 3

M. Certij- cation of, bnstallation
A) Collection, Storage. Treatment Installation
New. expanded or retrofitted facility (SI)
Animal waste storage and.treatment structures, such as but not Iirrited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Naive of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Sig attire: Date:
B) Land applicatfonSite (WUP)
Check the appropriate box
❑ The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional approval: all required land as specified in the plan is cleared for planting: the cropping system
as specified in d-,e waste utilization plan has not bean established and the owner has corzurtitted to establishr the
vegetation as specified in the plan by (mcath/dayryear), the proposed cover crop is appropriate
for compliance with the wasteurilizatioa plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification. the owner ba; comatitzed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify tbat I (we) have comruirted to establish the cropping system as specified in arty (our) waste utili:atior plan, and
if appropriate to zstsblish d:e incer m crop for erosion cor_ro€, a.-td will submit co DENT a verificadon of como[etion from a
Technical Specialist within 15 caler;dar days fallowing the date specified in the conditional certiftcatioa. I (we) r-Mize that
failure to submit this verification is a violation of the waste management plasz and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature: Date:
Name of -',VIana;er(if different from owner):
Signature:
AWC — Janusrr 1,1997 4
Date:

Q Runoff Controls from Exterior Lots (RC)
acility with exterior, s
Methods to minimize. the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print) -
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) lication and Handling E ui ment Installation (WUP or I)
Check the apprapr.0 block
❑ Aiurial'w•asie application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan: required buffers can be maintained: calibration and'
adjustment ,guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equiptnent specified in the plan has been
purchased and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation:
Address(A;eacy): Phone No.:
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have corn —Meted to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installa:ion
from a Technical Specialist within I5 calendar days following the date specified in the conditional certification. I
(we) realize that :allure to submit this verification is a violation of the waste manaaernent plan and will subjec. rile
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Mortality Management_ (SD; Si, WUP, RC or n
Methods to control odors and insects as specified in the Plan have been installed and are operational_ The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Si -nature: Date:
AWC — J=mry 1,1997 5

Please return the completed rm to the Division of Water Quality the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29333
Raleigh, NC 27626-0535
Please also remember -to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan. .

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
January 29, 1997
F AJ_
�EHNF=?L
MEMORANDUM: o
To: All Interested Parties
vFrom: Coleen H. Sullins, Supervisor, Permits and Engineering Unit v
Subject: Application Forms for New and Expanding Animal Waste Operations =i=
v
As you are aware, in accordance with General Statute 143-215.10C, no person may construct or operate
an animal waste management system without first obtaining a permit. The Division of Water Quality has,
therefore, begun to implement a system of general permits. All new or expanding facilities required to
obtain coverage under these general permits must submit an application to the Division prior to beginning
construction.
New or expanding operations must submit the attached application form along with the required items in
Section I of the application form. As a Certificate of Coverage must be issued prior to construction, only
Part 11 of the Animal Waste Management Plan Certification form should be completed. The entire animal
waste plan must be certified, including construction, prior to stocking any animals. A copy of the
application form for new and expanding operations is attached for your information and use. Copies of
this form may be made for distribution as needed.
Existing Operations will be notified of their requirement to comply with G.S. 143-215.10C and will
receive application forms via certified mail.
If you have any questions concerning this memorandum or the permitting process please contact the animal
waste permitting staff:
Andy Oakley
[phone]
extension 533
Mike Lewandowski
[phone]
extension 362
JR Joshi
[phone]
extension 363
John Jallah
[phone]
extension 364
P.O. Box 29535. Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100% post -consumer paper

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid•Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWNIP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: 5— Z 3f? 7
I. REQUIRED ITEMS CHECKLIST
Please indicate that you�have read the following list of requirements by signing, your initials in the space provided next to each
item.
®policants Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and Lj/,
field locadoos where animal waste is disposed; IJM.-
3. Three copies of Part U of the Animal Waste Management Plan (AWMP) Certification Form. If
the facility does not have Part II of the AV;,W completed, it must be completed prior to
submittal of a general permit application for animal waste operations.
II. GENERAL L'VFORMATION:
1. Farm's name
f3OAlN/L
2. Print Land Owner's naMe: _ ""A��rN1►L¢ �^^
3. MaiIing address: ro4— _/Vl!/ , 64X
City: sf� State: NG Tp: 2fy2v
Telephone Number. ( 910 } Af 7 — 2 y.S0
4. County where farm is locatgd:
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): v
5. Print Farm Ma name (if different from Land Owper): /E 616
7. Lessee's / In ator's n e (if applicable; please circle which type is lisigd): j3oWd5 OF CAROL( n1 �.
FORM: AWO-G-NE 1197 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
Tyne of Swine No. of Animals ly.pe of Poultry No. of Animals Tvoe of Cattle NaX Animals
Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
A
0 Farrow to Wean (# sow) 0Turkey �
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farM: b No. of Animals;
3. Acreage cleared and available for application: iOz• 0 ; Required Acreage (as listed in the AW, ):
4. Number of Lagoons: ; Total Capacity: quo lyio _ Cubic Feet (ft3)
Number of Storage Ponds: U ;Total Capacity: Cubic Feet (fr3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or O (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) `tom or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? Z—/Z —17
What was the date that this facility's land application areas were stied? 2 —IZ — q ")
IV. APPLICANT'S CERTIFICATION:
I, (Land Owner's name listed in question I.2), attest that
this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature
V . MANAGER'S CERTIFICATI
Date -5�- Z 3-97
: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for
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
0
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
PERI4IITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-NE 1/97
Page 2 of 3

1
DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 2880I
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ,Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
PerqtriMans
Date
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh ReD onal WQ Supervisor
3800 Barrett Dr. .
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Fdgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
wa=
Lae
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladert
Richmond
Cabanus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Penckr
Harnett
Sampson
Cleveland
Stanly
DupU
Hoke
Scotland
Gaston
Union
Montgomery
iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Sunry
Davidson
Wataup
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE 1/97 Page 3 of 3