310304_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qua

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P_ E., Director
Division of Water Quality
May 1, 2003
Dwight & Joe Sholar
Sholar #3
1440 Deep Bottom Rd
Wallace, NC 28466
Subject: Certificate of Coverage No. AWS310304
Sholar #3
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Dwight & Joe Sholar:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit..
In accordance with your application received on April 1, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Dwight &
Joe Sholar, authorizing the operation of the subject animal waste collection, treatment, storage and -land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS310304 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Sholar #3, located in Duplin County, with an animal capacity of no greater than
anannual average of 2600 Wean to Feeder swine and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder
operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
1 DENR
Non -Discharge Permitting Unit Internet httpY/h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Acton Employer 50% recycled/10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per MRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our 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 Sue Homewood at [phone] ext. 502.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS310304
NDPU Files

Nutrient Management Plan For Animal Waste Utilization
01-10-2002
This plan has been prepared for:
Sholar Farm # 3
Joe & Dwight Sholar
585 Lighthouse Road
Wallace, NC 28466
910-285-2074
This plan has been developed by:
Johnny L Lanier
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
c
Developer Tknature
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.
9 0
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By: / B
Technical Specialist Signature
Date
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297887 Database Version 1.08 Date Printed: 01-10-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
Wowing source(s):
Commercial Fertilizer is not included in this plan.
55
Swine Nursery Lagoon Liquid waste generated 496,600 g4yZear b a
2,600 animal Swine Nursery Liquid operation. This prodwfion
facility has waste storage capacities of MLoximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1144
Incorporated
1965
injected
2165
Irrigated
1244
Actual PAN Applied
Year 1
1286
Notes:
In source ID, S means standard source, U means user defined source.
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297887 Database Version 1.08 Date Printed: 1/10/02 Source Page 1

Narrative
Plan is written using existing pan dated 9/6/00. FoA 300 lb/ac. on bermuda hay 50 lbs/ac small grain.
Plan is written using wettable acre detennation all information of determation in this plan.
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297887 Database Version 1.0 Date Printed: 01-10-2002 Narrative Page 1

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 croplar
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 od
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 orde]
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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning peri(
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilizer
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limit
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
crop
RYE
RYE
Unit
Applic,
I Period
Nitrogen
PA
Nutrient
Req'd
Conlin.
Fen.
Nutrient
Applied
Res,
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
al/A
I tons
1000 stals
tons
7471
1
S5
Foreston
2.9
1.5
mall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri .
50
20.0
0.0
30.2
0.0
7471
1
S5
Foreston
2.9
1.5
brid Bermuda ass
6.0
Tons
3/1-9/30
* 300
0
0
Irri .
300
119.8
0.0
181.3
0.0
e
7471
2
S5
Foreston
1.5
0.8
mall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
lrri .
50
20.0
0.0
15.4
0.0
7471
2
SS
Foreston
1.5
0.8
brid Bermuda ass
6.0
Tons
3/1-9/30
* 300
0
0
lrri .
300
119.E
0.0
92.7
0.0
a
7471
3
55
Foreston
2.4
1.4
0 mall Grain Overseed
1 1.0
1 Tons
10/1-3/31
1 50
0
0
i Irri .
50
20.01
0,01
27.6
0.0
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297887 Database Version i.08 Date Printed; 01-10-2002 WUT Page 1

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
I Acre
Use.
Acres
Crov
RYE
RYE
1 Unit
Applic.
1 Period
Nitrogen
PA
Nutrient
Req'd
QU
Comm.
Fert.
Nutrient
Applied
fibs/A)
Res.
(IWA)
N
Applic.
I Method
Manure
PA
Nutrient
Applied
liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
I Ibs/A
1000
I Ral/A
tons
1 1000 Rajs
tons
7471
3
S5
Foreston
1 2.41
1.4
brid Bermuda ass
1 6.0
1 Tons
3/1-9/30
' 300
01
0
1 lrri .
1 3001
119.8
0.0
165.9
0.0
a
Lagoon Liquids
Total Iied,1000 gallons,
513
Total Produced, 1004 gallons
497
Balance1000 itallons
.17
Manure Solids
Total Applied, tons
1
0
Total Produced, tons
1JOO
Balancetons
Notes; 1. In the tract column, symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
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297887 Database Version 1.08 Date Printed: 01-10-2002 WUT Page 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 Rabe
inc —hour
Application Am=
inches
7471
1
Foreston
0.50
0.96
7471
2
Foreston
0.50
0.96
7471
3
Foremn
0.50
0.96
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297887 Database Version 1.Q8 Date Printed: 01-10-2002 IAF Page 1

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
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 Uac
Minimum Acres
5 Years Accumulation 1
Minimum Acres
10 Years Accumulation
Minimum Acres
1 15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Cam 120 bu
1501
13.161
6.62
1324
19.85
Hay 6 ton R.Y.E.
300
2632
331
6.621
9.93
Soybean 40 bu
1 1601
14.04
6.20
12.41
18.61
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297887 Database Version IA8 Date Printed: O1-i0-2002 SI e P e I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volum
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the stricture's temporary storage capacity.
Available Waste Storajae Capacity
Source Name
Swine Nwsery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1 10/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
120
1
2
103
1
3
128
1
4
143
1
5
157
1
6
172
1
7
I80
1
8
180
1
9
180
1
10
160
1
I
135
1
12
109
* Available Storage Capacity is calculated as of the end of each month.
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297887 Database Version 1.08 Date Printed: O1-i0-2002 Ca cr e 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
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 14 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).
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
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297887 Database Version 1.08 Date Printed: 01-10-2002 Specification Page 1

method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer 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.
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.
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297887 Database Version 1.09 . Date Printed: 01-10-2002 Specification P 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
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2978g7 Database Version 1 0-8 Date Printed: 01-10-2002 Specification Page 3

metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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297887 Database Version 1.08 Date Printed: 01-10-2002 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3
Bermudagrass Coastal Plain, 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 V 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): 1, 2, 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
bushelstacre. 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.
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297887 Database Version 1.0 Date Printed: 01-10-2002 Crop Note Page 1

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) J - 3 Field number (identification)
Z. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers C2,�^ #Interior sprinklers /D # Exterior sprinklers
4. Netted diameter %� - [feet] from Field Data NVorksheet
S. Spacing _ ?0 Sprinkler spacing along lateral [feet]
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern^ Multiple laterals Single lateral `
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from Table_ Column
Acres per exterior sprinkler from Table Column C
S. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X �� # Sprinklers ACieS
�? (b) Acres per exterior sprinkler X �ZD # Sprinklers = l . c� y Acres
51 Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: Date: k/ o
Signature of ahnical specialist

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment fl 11 s
• - , 111 N�seis .
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31- 3d I Field number (identification) a
2. Irrigation system designation _�_ Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers D # Interior sprinklers (P # Exterior sprinklers
4. Wetted diameter /d 0 [feet] from Field Data W-orksheet
S. Spacing % Sprinkler spacing along lateral [feet]
� G
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. !lead the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from
Table
Column
,ai � .Acres per exterior sprinkler from
Table
-S�
Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
categoy in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X # Sprinklers - Acres
jz L (b) Acres per exterior sprinkler X (o # Sprinklers = 7 Acres
J % Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: ` a--- Date: 7 g/D
Signature o echnical specialist
E
9

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3/ —3o Field number (identification)
Z. irrigation system designation �_ Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers ?— # Interior sprinklers 7 # Exterior sprinklers
4. Wetted diameter LO () [feet] from Field Data Worksheet
S. Spacing 70 Sprinkler spacing along lateral [feet]
0
]7J d Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
-1/2 Acres per interior sprinkler from
j, a 9 Acres per exterior sprinkler from
Table Column U
Table Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
11 2 (a) Acres per interior sprinkler X # Sprinklers = 22 1 Acres
. laq (b) Acres per exterior sprinkler X �_ # Sprinklers = /, Ia /_ Acres
/-L , Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by.<aC4, Date: % 7
Signatur f technical specialist
16
FL
j

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name E585
r Farms # 3
Adress i hthouse Road
ce NC 28466
Telephone [phone]]
County Du tin
Date 1110102
Facility # 31-304
TABLE 5. Irrigated Area Allowances for Stationary Sprinkler System based on 70 percent wetted diameter
Tract
Number
Hydrant
or
field (1)
Number
wetted
diameter
feet
(A)
net wetted
area of an
sprinkler
(acres)
(C)
number
of
sprinklers
total
wetted
acres
tables
Soil T
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
((inches)
7471
f-1
100
int-.112
2
0.224
5
FoA
0-5
bermuda I small rain
0.5
1
7471
f-1
100
eod-.129
10
1.29
5
FoA
0-5
bermude / small grain
0.5
1
7471
f-2
100
ext-.129
6
0.774
5
FoA
0-5
bermuda / small grain
0.5
1
7471
f-3
100
Int-.112
2
0.224
5
FoA
0-5
bermuda 1 small grain
0.5
1
7471
f-3
100
ext-,129
9
1.161
5
FoA
0-5
bermuda I small grain
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: lJohnny Lanier Date 11IJ10J02 �

i
Sholar Farm # 3
1 inch =200 ft. + or --
S-S in" Ier
.62 a'c. �.
r
f
! zone 2 white
6 sprinklers
..757 ac.

Nutrient Management Plan For Animal Waste Utilization
01-10-2002
This plan has been prepared for:
Sholar Farm # 3
Joe & Dwight Sholar
585 Lighthouse Road
Wallace, NC 28466
910-285-2074
This plan has been
Johnny L Lanier
Duplin Soil & Water
PO Box 219
Kenmw lle, NC 28349
910-296-2120
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.
9PI, a, �(Ggvoj' S I a, ��
111D �-
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By: L, �.: _ v o
Technical Specialist Signature
Date
-------------------------------:----------------------------------------------over--�----------
297887 Database Version 1.d8 Date Printed: O1-lQ2(}02 Cover P 1

A. [
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 Nurs oon Li 'd waste enerated 496,600 L earbya
2,600 animal SwineNursery Lagoon Liquid operation. This production
facility has waste gorgge capacities of approximately l80 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1144
Incorporated
1965
Injected
2165
Irrigated
1244
Actaal PAN Applied
Year 1
1286
Notes:
In source ID, S means standard source, U means user defined source.
--------------------------------------------------_--___-----------------------------------------
297887 Database Version 1.08 Date Printed: 1/10/02 Source Page 1

s
Narrative
Plan is written using existing pan dated 9/6100. FoA 300 lblac. on Bermuda hay 50 ibs/ac small grain.
Plan is written using wettable acre detennation all information of determation in this plan.
------------------------------------------------------------------------------------------------
297887 Database Version 1.0 Date Printed: 01-10-2002 Narrative Page 1

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 croplar
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 ott
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
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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning perk
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilizer
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limit.
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Year 1
Tract
Field
Sours
I.D.
I Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acne)
Liquid
Manure
Applied
(Field)
Solid
Manua
Applied
(Field)
N
N
I lbs/A
1000
RaVA
L tons
1000 gals
tons
7471
1
S5
Foreston
2.9
1.5
ISmall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri .
50
20.01
0.0
30.2
0.0
7471
1
S5
Foreston
2.9
1.5
y ridBerrnudagrass
6.0
Tons
3/1-9/30
0 300
0
0
Iffig,
300
119.8
0.0
181.3
0.0
n
7471
2
S5
Foreston
1.5
0.8
mail Grain Overseed
1.0
Tons
10/1-3131
50
0
0
Irri .
50
20.0
0.0
15.4
0.0
7471
2
Si
Fom on
I.S.
0.8
ybrid Bermudagrass
6.0
Tons
311.9I30
• 300
0
0
Irri .
300
119.8
0.01
92.71
0.0
7471
3
SS
I Foreston
2.41
1.4
Wall Grain Overseed 1
1.0 1
Tons 110/1-3/31__L
501
01
0
Irri .
50
20.0
0.01
2761
0.0
------------------------------------------------------------------------------------------------------------------------------------------- ------------
2si*i Database Version 1.08 Date Printed: 01-10-2002 WUT Page 1

Waste Utilization Table
Year 1
Field
source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cro
RYE
RYE
Unit
Applic..
Period
Nitrogen
PA
Nutrient
Req'd
Comm
Fert
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(a=)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
A
tons
1000 s
tons
71
ff
3
S5
Foreston
2.4
1.4
rid Benmu
6.0
Tans
3/1-9/30
s 300
0
0
1 Irriz
1 3001
119.81
0.0
165.9
0.0
a
Lagoon Liquids
Total Applied,1000 gallons
513
Total Produced, 1000 gallons
497
Balance1000 Rallons.
-17
Manure Solids
Total Applied,tons
0
Total Produced, tong
0
Balance tons
0
Notes: 1. In the tract column, symbol — means leased, otherwise, owned. 2. Symbol' means user entered data
-

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiitration
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.
Irrijzation Application Factors
Tract
Field
Soil Series
Application Ran
ind�
Application Amount
f i&?
7471
1
Foreston
0.50
0.96
7471
2
Foreston
0.50
0.96
7471
13
1 Foreston
1 0.501
0.96
-------------------------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: 01-10-2002 1AF Page I

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 fast 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 i
[1-707ILJ-4-4-1ll
Lagoon Sludge Nitrogen Utilization Table
Crap
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Cara 120 bu
1501
13J61
6.62
13.24
19.85
Hay 6 ton RY-E.
3001
26.32
3.31
6.62
9.93
Saybcan 40 bu
1601
14,041
6.20
12.41
19.61
------------------------------;---------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: 01-10-2002 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to 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 volum
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 Nwwy Lagoon Liquid
Design Storage Capacity
Start Date
10/30
180
;jn)]
Plan Year
Month
Available St
1
1
1
2
103
1
3
128
1
4
143
1
5
157
1
6
172
l
7
180
1
8
180
1
9
180
1
10
160
1
11
135
1
1 12
109
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------�---------------------------
297887 Database Version 1.08 . Date Printed: 0 1 - ] 0-2002 - - - -Capacity Page 1- - - - -

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
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).
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
-------------------------------------------------------------------------------� ---: -- -----
a9�ss� natab�se Version 1.a8 Date Printed: al-1a2oo2 s ���� � 1

method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. 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. Wastetnutrient
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.
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.
---=---------------------------------------------------------------------------�------- ----
297887 Database Version 1.08 Date Printed: 01-10-2002 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to 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.
M 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, Ieaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
----
-------------------------------------------------------- -- -----------------� ---.---� -----
2978$7 Database Version 1.08 Date Printed: fl1-14-2002 S 'fixation e 3

metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------- -------------------- -tom -------Page- ----
297887 Lratabase Version 1.08 Date Printed: O1-10-2002 S 'ficati� �

Crop Notes
The following crop note applies to field(s): 1, 2, 3
Bermudagmss Coastal Plain, 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 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/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): 1, 2, 3
Small Grain: CP, N41neral 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.
--------------------------------------------------------------------------------- ----- --------
297887 Database Version 1.0 Date Printed: 01-10-2002 Crop Note Page I

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) �3 `3 v Field number (identification)
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers ______a — #Interior sprinklers /D # Exterior sprinklers
4. Wetted diameter _ ZO a [feet] from Field Data Work -sheet
5. Spacing ](� _ Sprinkler spacing along lateral [feet]
7l� - Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern ...� Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
, LQ,
Acres per interior sprinkler from
Table
Column
.,lq
Acres per exterior sprinkler from
Table
Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interiors Sprinklers sprinkler X # S = •
p p �_ p � � Acres
.1 (b) Acres per exterior sprinkler X 10 # Sprinklers = _ , off, cf Acres
51 Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: hdr"2 _ Date:Al-0
Signature of Ahnical specialist
9

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment 0 1,66 5,
. 01 ili6te1 S
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3/ -_ 3 y Field number (identification)
2. Irrigation system designation - /� -- Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers Q # Interior sprinklers (0 # Exterior sprinklers
4. Wetted diameter /'0 l) [feet] from Field Data Worksheet
S. Spacing ] 0 _ Sprinkler spacing along lateral [feet]
O G
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern x MuItiple laterals Single lateral
Excessively spaced sprinklers
7. head the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from Table Column
ja'� Acres per exterior sprinkler from Table S~ Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the. total irrigated acreage for the field.
(a) Acres per interior sprinkler X # Sprinklers = Acres
(b) Acres per exterior sprinkler X iv # Sprinklers = % Acres
1? 7 Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by:` �^— Date: z9/-0
Signature o echnical specialist
l6

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31-36� Field number (identification) 3
2. Irrigation system designation - - Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers .9— # Interior sprinklers 9 # Exterior sprinklers
4. Wetted diameter
LO 0 [feet] from Field Data Worksheet
5. Spacing 7 D Sprinkler spacing along lateral [feet]
0
�1 d Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern X Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
..112, Acres per interior sprinkler from
jr a I Acres per exterior sprinkler from
Table Column
Table Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
,112. (a) Acres per interior sprinkler X # Sprinklers = -#22_y Acres
11L(b) Acres per exterior sprinkler X �_ # Sprinklers =/i 1(o /_ Acres
/,J&�'Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by 4L cam--% Date: %Aa
Signatur f technical specialist
to73
r�
I
j

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name Sholar Farms # 3
Adress 585 Lighthouse Road
Wallace NC 28466
Telephone [phone]
County Du lin
Date 1110/02
Facility # 31-304
TABLE 5. Irrigated Area Allowances for Stationary Sprinkler System based on 70 percent wetted diameter
Tract
Number
Hydrant
or
field (1)
Number
wetted
diameter
feet
A)
net wetted
area of an
sprinkler
(acres)
C
number
of
sprinklers
total
wetted
acres
tables
Boll Type
Slope
%
crop(s)(
Maximun
Application
Rate (3)
in/hr
Maxiumn
Application
per Irrigation
cycle (3)
inches
7471
f-1
100
int-.112
2
0.224
5
FoA
M
bermuda / small grain
0.5
1
7471
f-1
100
wd-.129
10
1.29
5
FoA
"
bermuda I small grain
0.5
1
7471
f-2
100
wd-.129
a
0.774
5
FoA
0-5
bermuda I small grain
0.5
1
7471
f-3
100
int-.112
2
0.224
5
FoA
0-5
bermuda / small grain
0.5
1
7471
f-3
100
ext-.129
9
1.161
5
FoA
0-5
bermuda / small grain
0.5
1
1 see attached map.
2 Told field acme minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: lJohnny Lanier Date 1./10./02

• For over 35 years, Senninger has been
dedicated to the innovative design and
manufacture of quality sprinklers, spray nozzles
and pressure regulators.
• Senninger products are depended upon
worldwide for wastewater, solid -set, undertree,
nursery and center -pivot systems.
• These products are backed by a two-year
warranty on materials, workmanship and
performance. Nozzle orifices are backed by a
five-year warranty.
• Flow range from less than 2 to over 100 gpm.
• Non -brass components eliminate electrolysis.
• Engineering -grade thermoplastics resist chemical
degradation, scale buildup and are UV resistant.
• All springs are stainless steel and enclosed to resist
contamination.
• Lavender caps designate non -potable water.
�VISC01
,
Always ask for high quality,
dependable Senninger products.
Consult your local authorized dealer
or contact us at.-
Senninger Irrigation Inc.
6416 Old Winter Garden Road • Orlando, FL 32835 USA
Phone: [phone] • Fax: [phone]
Website: www.senninger.com • E-mail: [e-mail]

Technical Information
FULL CIRCLE IMPACT SPRINKLERS*
30, 40, 50 SERIES
pipe thread:
3/4" NPT mate or female
trajectory:
6, 1Z 14 or 23 degrees
nozzle sizes:
#7 to #18 (7/64' to 18164')
flow range:
1.7 to 21 gpm
noz. press.:
25 to 70 psi
70 SERIES (range -drive and spreader -drive models available)
pipe thread:
1' NPT mate or female
trajectory-
25 degrees
nozzle sizes:
#14 to #24 (14/64' to 24/64')
flow range:
8 to 45 gpm
noz. press.:
35 to 80 psi
80 SERIES (range -drive and spreader -drive models available)
pipe thread:
11/4' NPT male or female
trajectory.
25 degrees
nozzle sizes:
#22 to #40 (22164' to 40/64')
flow range:
20 to 117 gpm
noz. press.:
35 to 80 psi
' Most models
a vailable in a single or double nozzle configuration
SPRAY NOZZLES
SUPER -SPRAY•
pipe thread: 3/4' NPT male or female
trajectory: concave, flat & convex pads available
nozzle sizes: #4 to #26 (4/64' to 26/64')
flow range: 0.27 to 24 gpm
noz. press.: 6 to 40 psi
WOBBLER*
pipe thread: 1/2" or 3/4" NPT male or female
trajectory: standard or low -angle models available
nozzle sizes: #6 to #18 (6/64' to 18/640)
flow range: 0.77 to 14 gpm
noz. press.: 10 to 40 psi
PRESSURE REGULATORS
PMR-LF (Low Flow)
pipe thread: 3/4' NPT female x 314' NPT female
preset outlet psi: 1/2 - 5 gpm models available in 6 & 10 psi
1110 - 8 gpm models available in 12, 15, 20, 25, 30, 35 & 40 psi
PMR-MF (Medium Flow)
pipe thread: 3/4' NPT female x 3/4' NPT female
preset outlet psi: 4 - 16 gpm available in 6 & 10 psi
2 - 20 gpm available in 15, 20, 25, 30, 35, 40, 50 & 60 psi
PR-HF (High Flow)
pipe thread: 11/4' NPT female inlet x 1' NPT female outlet
preset outlet psi: 10 - 32 gpm available in 10, 15, 20, 25, 30, 40 & 50 psi
Consult our catalog for performance data on all of the above products

DESCRIPTION
The Senninger Irrigation F-luent-Master' sprinkler is designed
specifically for disposing effluent by the land treatment
method in accordance with EPA guidelines. It is suitable for
use on solid -set systems. With minor modifications it can also
be used on center pivots or other mechanical -move systems.
The 30 series is designed specifically for lower flows and
maximum efficiency.
SPECIFICATIONS
Sprinkler shall be of 360 degree rotation driven by
impact splasharm and spring. It shall be capable of a
distribution pattern of (feet/meters) in diameter
at a riser height of (feet/meters) with a
sprinkler base operating pressure of (psi/bar)
and a discharge rate of (gpm / Us).
Trajectory shall be degrees (12 or 23 degrees).
Nozzle size shall be inch (nozzle # ).
Lower bearing plastic thread shall be 3/4' NPT male.
Sprinkler body shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall
be molded into the body for maximum support and
stability. Splasharm spring and bearing shall be enclosed
for trouble -Free performance. Sprinkler shall be equipped
with an effluent vane to minimize possible flow
obstruction from water -home solids. Sprinkler cap shall
be lavender to correspond to industry standards denoting
non -potable water.
Sprinkler shall carry a two-year manufacturers
warranty on materials, workmanship and performance.
Fluent -Master 49 a registered trademark ofSemwgerlmgahon Inc.
30 SERIES
360* ROTATION
IMPACT SPRINKLERS
FEATURES
• Flow range: 1.68 to 4.93 gpm (0.11 to 0.33 Us)
• Sprinkler base pressure: 25 to 50 psi (2.0 to 4.0 bar)
• 23° trajectory models: 12* trajectory models:
3023-1--'/#'FEFF 3012-1-3/4"FEFF
(includes 3/4' female NPT plastic coupling)
3023-1-1'FEFF 3012-1-YOFEFF
(includes 3/4' x 1' female NPT plastic reducer coupling)
3a?3-1-JAffMEFF 3012-1-3/4'MEFF
(galvanized steel connection fittings not recommended)
• High -impact engineering -grade thermoplastic
construction resists chemical degradation,
scale buildup and UV effects
• Stainless steel springs and fulcrum pin enclosed to
resist contamination; electrolysis eliminated by using
no brass parts
• Lavender cap to correspond to industry standards
denoting use of non -potable water
Effluent vane minimizes obstruction from
water-bome materials
• Nozzle sizes from 7/64' to 5/32" (#7 through #10)
(2.8 to 4.0 mm)
• 'Two-year manufacturer's warranty on materials,
workmanship and performance
• 230 model also available as a double -nozzle,
flow range: 2.75 to 6.42 gpm (0.19 to 0.44 Us)
Available Borough leading irrfgabon deateis.
Designed and manufactured by
4
Seniunger
Irrigation ine.
6416 Old Winter Garden Road
Orlando, FL 32B35 U.S.A.
Phone: [phone] - Fax, [phone]
www. senninger.com - e-mail: intoOsenninger.com

U.S.WINKIOM - Diameter (feet)
SPRINKLER (psi) 25
30 35 40 45 50
BASE PRESSURE
1171lards - Lime (MV)
Flow (gpm) 1.68
1.84 1.99 212 225 237
Diary at 15 height (it) 75
77 79 at 82 83
Diam at 6.0' height (it) 78
8D 82 83 84 85
t8 Noa1s - Lavender (Wil')
Flow (gpm) 2.21 2.42 2.62 2.79 2.97 3.12
Diam. at 1.5' height (it) 77 79 81 82 83 84
Diam. at SO height (it) 79 61 83 84 85 86
09 nozzle -Grey (901')
Flaw (gpm) 261 3.08 133 3.56 &78 3.98
Diam. at 1.6 height (it) 78 60 82 83 84 85
Diam. at &0' height (it) 60 82 84 85 86 07
e10 Nozzle - Turgrrol" (5r32')
Flow (gpm) &49 3.82 4.13 4.41 4.68 4.93
Diam. at 1.5' height (ft) 79 81 83 84 85 86
Diam. at 6.0' height (ft) 81 83 85 86 97 88
!=Agnes relAsd actuallost data obbowd under A*al ctrridihw.& Sfiaam he+ghts range 4
pressure and nozzle sim. SpnnkWr penb manse !gists were cmduchrdm aacnnkme r
smndard SSW f andam represet?Mve ofp odWar at the time ofpubf zbon. Dfame
e8luarrtvanes(hkw).Of/nernuozdesandibrvane asibarratimmareav k-We;mrtsLdfa
SPRINKLER (psi)
BASE PRESSURE
2S
30
U.S.IMESIMA - Diameter (feel)
35 40
45
50
i7 Nozzle - Lime (71G4')
Flow (gpm)
1.68
1.84
1.99
212
2-25
2.37
Diam at 1.6 freight (ft)
64
67
71
73
74
75
Diam. at 6.0' height (fl)
67
70
73
74
75
76
#8 Nozzle - Lavender (118')
Flow (gpm)
2.21
2.42
2.62
2.79
2.97
3.12
Diam. at 1.T height (ft)
65
70
72
74
75
76
Diam. at &O' height (ft)
68
72
74
75
76
77
METRIC - Diameter (meters)
(dv)
2.0 2-5
3.0 &5 4.0
(pslj
29.00 312ri
4A50 50.75 58.00
e7 Nozzle - Ltme (2.78 mm)
(LA)
0.11 0.13
0.14 0.15 -
OS m (m)
23.3 242
24.9 21S -
2.0 m (m)
24.3 25.1
25.5 22.0 -
88 Nozzle • Iavander (3.18 mm)
(L IS) 0.15 0.17
0.18
0.20
0.21
0.5 m (m) 24.0 24.8
25.2
25S
2M
2.0 m (m) 24.6 25.4
25.8
26.3
26.7
49 Words - Grey (357 mm)
(1Js) 0.19 0.21
0.23
0.25
0.27
0.5 m (m) 24.3 25.1
25.5
26.0
20.4
2.0 m (m) 24.9 2&7
2& 1
26.6
27.0
010 Nozzle - Turquoise (3.97 mm)
OA 024 026
0.29
0.31
0.33
05 m (m) 24.6 25.4
25.8
26.3
2&7
2.0 m (m) 25.2 2&0
26.4
26.9
27.3
om60-7.5R (1.8-2.2mlabore,nazzlebased on
Wh 9* Amencan Scold ofAgrxrdWral EngrnB a
le13 shown are for standard slrarght bare nozzles and
.layfor speaifcpenbmwnas dales
METRIC - Diameter (meters)
(bar)
20 2.5
3.8 3.5
6_0
29.00 36.25
4150 50.75
i7 Nozzle - Lime (2.76 mm)
(L.ls)
0.11 0.13
0.14 0.15
05 m (m)
20.2 21.8
22.5 22.9
2.0 m (m)
21.2 223
228 23.2
4.0
MOO
e8 Nozzle - Lavender (3.18 mm)
NO 0.15 0.17 0.10 0.20 0.21
OS m (m) 21.0 22.1 22.8 232 23.7
2.0 m (m) 21.7 22.6 23.1 23S 24.0
09 Nozzle - Grey (9V64')
/9 Nozzle - Grey (3S7 mm)
Flow (gpm) 2-81 3.08 3.33 3,56 3.78 3.98
(Us) 0.19 021 0.23
Diam. at 1.5' height (it) 66 71 74 75 76 77
05 m (m) 21.3 226 23.1
Diam, at WY height (it) 69 73 75 76 .77 78
2A m (m) MO 22.9 23.4
e10 Nozzle - Turquoise (S132')
410 Noah - Turquoise (397 mm)
Flow (gpm) 3.49 3.82 4.13 4.41 4.68 4,93
(LA) 024 026 0.29
Diam. at 1.5' height (ft) 67 72 75 76 77 78
0.5 m (m) 21.6 229 23.4
Diam. at BA' height (ft) 70 74 76 77 78 79
2.0 m (m) 22.3 23.2 23.7
Fgures relded acAO1 test dale obtarrled under ideal aondtAons S&wm tmVh& range ham 2 5 - 4.5R (08 - 1.4 mj above nozzle based on
pressure and name am SproWar pwfonnance tesfs were cmducEed in accordance with
fie Amenean Sa wfy ofAgncum1ral Engneeeers
standard $30 f and are reproseNafine of p vdYc&w of the lone afpc&Awrhiwr_ Diamelera shown are for standard straight bare rrorzAss any
effUn f vanes (bAw) 0dwnozzfes arni r vane combirrat"m are avallabb, mnmdt factoryfarspem&penbmranoe data.
0.25 0.27
23.5 24.0
23.8 24.3
0.31
23.8
24.1
0.33
24.3
24.6
10
Senffiflger Ifliga#0r7 [phone] OCL30EFF--9

DESCRIPTION
The Senninger Irrigation F-luent-Master* sprinkler is designed
specifically for disposing effluent by the land treatment method
in accordance with EPA guidelines. It is suitable for use on
solid -set systems. With minor modifications it can also be
used on center pivots or other mechanical -move systems.
The 40 series is designed to provide maAmum efficiency at
intermediate flows.
SPECIFICATIONS
Sprinkler shall be of 360 degree rotation driven by
impact splashamn and spring. It shall be capable of a distribution pattern of (feettmeters) in diameter
at a riser height of (feet(meters) with a
sprinkler base operating pressure of (psi/bar)
and a discharge rate of (gpm/Us).
Trajectory shall be degrees (12 or 23 degrees).
Nozzle size shall be inch (nozzle # ).
Lower bearing plastic thread shall be 3/4" NPT male.
Sprinkler body shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall
be molded into the body for maximum support and
stability. Splasharm spring and bearing shall be enclosed
for trouble -free performance. Sprinkler shag be equipped
with an effluent vane to minimize possible flow
obstruction from water-bome solids. Sprinkler cap shall
be lavender to correspond to industry standards denoting
non -potable water.
Sprinkler shall carry a two-year manufacturees
vlarranty on materials, workmanship and performance.
F-Awt-Master is a registered &adenrark ofSenwgerlmgabon Inc.
90031NEWS
40 SERIES
3600 ROTATION
IMPACT SPRINKLERS
FEATURES
- Flow range: 3.82 to 10.6 gpm (0.24 to 0.66 Us)
- Sprinkler base pressure: 30 to 60 psi (2.0 to 4.0 bar)
• 230 trajectory models: 12- trajectory models:
40 1-J/4'FEFF 4012- 1- $14 " F EFF
(includes 3/4" female NPT plastic coupling)
4023-1-1'FEFF 4012-1-1'FEFF
(includes 3/4" x 1" female NPT plastic reducer coupling)
40 3-1-3/4 0 NEFF 4012-1-s/4"MEFF
(galvanized steel connection fittings not recommended)
• High -impact engineering -grade thermoplastic
construction resists chemical degradation,
scale buildup and UV effects
• Stainless steel springs and fulcrum pin enclosed to
resist contamination; electrolysis eliminated by using
no brass parts
Lavender cap to correspond to industry standards
denoting use of non -potable water
• Effluent vane minimizes obstruction from
water-bome materials
- Nozzle sizes from 5/32" to 7/32' (#10 through #14)
(4.0 to 5.6 mm)
• Two-year manufacturers warranty on materials,
workmanship and performance
230 model also available as a double -nozzle,
flow range: 5.25 to 12.6 gpm (0.33 to 0.78 Us)
Available through tearing i-gabon dealers.
Designed and manufactured by:
4
Seninnger
Irrigation Inc.
6416 Old Winter Garden Road
Orlentto, FL 32B35 t.l.S.A.
Phone: (407) 2M-5555 - Fax: [phone]
www. senningbr.com • e-mail: [e-mail]

J
UAU.S.
SPRINKLER (psq 30
BASE PRESSURE
35
- Dismater (feet)
40 45 50
55
-
80
METRIC -Diameter (meters)
(bar) 2.0 2.5 3.0 3S
(psrJ 2&!A0 3g25 4150 50.75
4.0
58.00
a10 Nozzle - Turquoise (5/32')
e10 Nozzle - Turquoise (3.97 mm)
Flow (gpm) 3,82
4.13
4.41
4.88
4.93
5.17
5.40
(ua) 024 025
020
0.31
0.33
Diem. at 1.& height (11) 81
83
85
87
88
89
90
0.5 m (m) 24.4 25.4
26.3
2"
27.3
Diam- at &0' height (it) 86
BB
90
91
92
93
94
2.0 m (m) 26.0 27.0
27.6
28.1
28.5
011 Nozzle -Yellow (11164')
e11 Nozzle - Yellow,(4.37 mm)
Flow (gpm) 4.63
&00
5.34
5.67
5,98
6.27
6.55
(US) 0.29 0.32
0.35
0.39
0.41
Diem. at 1.5' height (4) 83
85
87
89
90
91
92
0.5 m (m) 25.1 26.1
2&9
27-5
27.9
Diam. at BA' height (ft) 88
90
92
93
94
95
96
2.0 m (m) 26.8 27.6
28.3
28.7
29.4
012 Nozzle -Red (3/16-)
412 Nozzle - Red (4.76 mm)
Flow (gpm) &62
5.97
6.37
8.76
7A3
7.48
7.81
(Vs) 0.34 0.38
0.42
0.45
0.48
Diam. at 1.5' height (ft) 84
86
89
91
92
93
94
0.5 m (m) 25.4 26.4
27.6
28.1
28.5
Diam. at 6.0' height (1t) 90
92
94
95
96
97
98
20 m (m) 272 28.2
28.9
29.3
29.7
013 Nozzle - White (13t64-)
•13 Nozzle - White (5.18 mm)
Flow (gpm) 6.50
7-02
7.49
7.95
8.38
8.80
9.19
(Vs) 0.40 0.45
0.49
0.53
0.57
Diary at 1.6 height (ft) 86
BB
91
93
95
97
99
0.5 m (m) 28.0 27.0
28.2
29.0
29.9
Diam. at 6.0' height (ft) 92
94
96
98
100
102
104
2.0 m (m) 27.9 2&8
29.7
30.6
31.5
014 Nozzle - Blue (7132')
014 Nozzle - Blue (5411 mm)
Flow (gpm) 7.49
8.09
8.63
9.17
9.66
10.1
10.6
(US) 0.46 0.52
0.57
0.61
0.66
Diam. at 1.5' height (it) 88
90
94
98
98
100
102
0.5 m (m) 28.6 27.7
29-1
30.0
30.8
Diam. at B-0' height (ft) 94
96
98
100
102
104
106
2.0 m (m) 28.5 29.4
30.3
31.2
321
Ftgrres retied acaral test data obbmed underideat corrretnna
Stream heyh& range from 6 5 - 10.0 R (2.0 - 51 m) above nozzle based on
pressrsrr andnerzle size. *rinAMrjoer borne bsft were condt,chrd err awordwme adfh the Amencan Society ofAgnicuWfat Eng'neem
sandard S348-1 and are representalmme of onxAcbm
at she
lame afpt&xaL w
Diameters
shown are for standard straight bom rrozztes and
eflhrent ►ernes (blue). Other nozzles andibr vane mmhinahuns
are avarkiW aortsrdl factory farspecr5c purfannance data.
U.S. - Diameter (feat) METRIC - Diameter (meters)
SPRINKLER (psi) 30 35 40 45 50 55 60 (bar) 2.0 2.5 &0 3.5 410
BASE PRESSURE (petJ 29.010 3 -05 43.50 Sa75 56.00
010 Nozzle-Turqurrisa (5rd2')
010 Nozzle -Turquoise 13.27 mm)
Flow (gpm) &82
4.13
4.41
4.68
4.93
5.17
&40
(US) 024 0.26
029
0.31
0-33
Diam. at 1.5' heigM (it) 72
76
79
81
83
65
86
0.5 m (m) 21.6 2&4
24.5
25.4
2&1
Diam. at 6.0' height (1t) 77
80
83
85
87
88
89
20 m (m) 23.2 24-6
25.7
26.6
27.0
ill Nozzle -Yellow (11164')
e11 Nozzle - Yellow (4.37 mm)
Flow (gpm) 4.63
5-00
5.34
5.67
5.98
6.27
6.55
NO 0.29 0.32
0.35
0.36
0.41
Diam. at 1.5' height (it) 74
77
80
82
84
86
87
0.5 m (m) 222 23.7
24.8
25.7
26.4
Diam. a18.0' height (it) 78
81
84
86
88
89
90
2.0 m (m) 23.5 24.9
26.0
26.0
27.3
1112 Nozzle - Red (3/1 B')
#12 Nozzle - Red (4.76 mm)
Flow (gpm) 5.52
5.97
6.37
6.76
7.13
7.48
7.81
Ws) 0.34 0.38
0.42
0.45
0.48
Diam. at 1.5' height (it) 75
78
81
83
85
87
89
0.5 m (m) 22A 24.0
25.1
26.0
26.9
Diam. at 8.0' height (it) 79
82
85
87
89
90
91
20 m (m) 23.8 25.2
28.3
272
27.6
e13 Nozzle -White (13184')
#13 Nozzle- White (5.16 mm)
Flow (gpm) 6.50
7.02
7.49
725
8.38
8.80
9.19
(US) 0.40 0.45
0.49
0.53
0.57
Diam. at 1.5' height (it) 76
79
82
84
86
88
90
0.5 m (m) 22.9 24.3
25.4
26.3
27.2
mam. at 6.0' height (ft) 8D
83
86
88
90
91
92
2.0 m (m) 24.1 25.5
2&6
27-5
27.9
#14 Nozzle - Blue (7/32')
014 Nozzle - Blue (54% mm)
Flaw (9pm) 7.49
8.09
8.63
9.17
9.66
10.1
10.6
(Us) 0.46 0.52
0.57
0.61
0.68
Dien at t.& height (ft) _ 77
80
83
85
87
89
91
0.5 m (m) 232 24.6
2$.7
26.6
27.5
Diam, at 6.9 height (ft) 81
84
87
89
91
92
93
2.0 m (m) 24.4 25.8
26.9
27.8
28.2
Figures MAed ackW test data obtained underadeat condbwa
Steam
heights range from 35 - 5 0 ft (1.1- 1.5mJ above nprzb based on
pressure and natzla stem. **wider perl6vmatxia lasts
were ocnducfed in ac ordance wifAthe Amencan Smwi V ofAgr>m0ifa/ EmJrnesrs
standard 5398f and are repressentabw ofproducban
at tyre tme otpubLcation.
Diameters
shown are hr standard srmghr bore nozzles and
effAmat vanes (b"). OVW nazdas andlbf vane wmbinabons
are avaitadb • cormutr faabry for speeft penbrmanre era.
Senninger Ifrigatioft [phone] OO-4OEFF-9
t

PNNMMNW,m
EWME6� Us. - Dlaamter (fast) METRIC - Dianmtm (metsfs)
SPRINKLER (Psi) 35 40 45 50 55 6o 65 70 (bar) 25 32 3.5 4.0 4.5 5.0
BASE PRESSURE (pcstJ 318.25 43.50 W75 MW 65.z5 72-50
■14 Nome - (7132')
Flow (gpm) 8.11 8.66 920 9.69 102 10.6 11.0 11.5
Dian at 1.W height (ft) 106 Ill 113 115 117 119 121 123
Dian, al 6.0' height (fl) 114 1 t8 121 124 126 128 129 130
j 016 Noale-(1/4-)
Flow (gpm)
10.7
11.4
12.1
12.8
13.4
14.0
14.6
15.1
Diam. at 1-7 height (ft)
Ill
117
120
123
128
129
131
133
Diem. at 6.0' height (ft)
122
1288
129
131
134
136
137
138
616 Noa1s-(9t32-)
Flow (gpm)
13.3
14.2
15.0
15.9
16.6
17.4
1&1
18.8
Diam. at 1.9 height (ft)
118
124
127
129
134
139
142
144
Diem, at 6.0' height (ft)
120
132
135
137
141
144
148
147
120 Noale - (5116')
Flow (gpm)
16.0
17.1
18.2
192
20.1
21.0
21.6
227
Diann, at IS height (ft)
124
130
134
137
142
146
150
153
Diam. at Wr height (It)
133
137
140
143
147
151
154
155
M22 Noah - (11/32-)
Flow (gpm)
19.3
20.5
21.8
22.9
24.1
25.1
26&1
27.1
Diam. at 1.5- height (ft)
126
133
141
148
153
157
160
182
Diam. at&V height (ft)
136
141
148
l50
155
159
162
184
#24 Houte - (3A8-)
Flow (gpm)
22.4
23.9
25.3
26.7
28.0
29.3
30.4
31.6
Diam. at 1.5 height (ft)
130
138
145
151
156
160
166
169
Diam. at 6.0' height (fl)
138
145
150
166
160
164
167
170
Figures reAed wAml lest data obratned under dal condr =& Stream
heights range horn 8.5 - 1E
pressure and nozzle size.
Spnr*Aer piedormance tests
were conducted in am rdarxa with
Me Ain
sj5endArd S39& 1 andaie nwasentahm ofproducoan
at Me leme of pudmaLbn.
Demers shown
eAhrent vanes (brown). OVwf u zW andbr
vane cambffxaW xs
am avaAibl^ coiw i' fwbyfora
014 Naata - (5.8 mm)
WS) 0.52 0.57
0_61
0,65
0.70
0.73
0.5 m (m) 32.7 34.3
35.1
36.0
36.9
37.8
2A m (m) 36.1 36.6
37.9
30.8
39.3
39.8
#16 Noafa - (8.4 min)
(LIS) 0.60 0.75
0.81
0.87
0.92
097
0.5 m (m) 34.3 36.3
37.6
39.0
40.0
41.0
20 m (m) 37.5 39.0
40.1
412
41.8
422
#10 Neale - (7-1 mm)
Wa) 0.85 0.94
1.01
1,08
1.15
1.21
0.5 m (m) 36.4 38.4
39.5
41.8
43.3
44.5
2.0 m (m) 39.3 40.9
41.9
43.5
44.5
45.0
M20 Node - (7.9 mm)
Ws) 1.02 1.12
1.21
1.29
1.37
1.45
0.5 m (m) 38.3 40.5
42.0
44.0
45.8
47.1
2.0 m (m) 40.8 42.4
43.8
45.5
47.0
47.4
M22 Noafe - (8.7 mm)
(us) 1.23 1.34
1.45
1.55
1.65
1.73
0.5 m (m) 38.9 42.2
45.3
47.4
48.8
49.8
2.0 m (m) 41.8 44.0
46.0
48.0
49.4
50.1
#24 Neale - (9S mm)
(LIS) 1.43 1.56
1.69
1.80
1.91
2.02
0,5 m (m) 40.2 43.6
46.3
48.3
50.7
52.4
2.0 m (m) 42.8 45.3
475
495
50.9
52-4
5 R P.6 - 4.7mf above nomfe dared on
vicar Soaety ofAgricu/tural Erxprreers
are for standard stragght tare nazzfes and
oeC penbmwxe data
Senninger Irrigation [phone] LU-70EFF-8

DESCRIPTION
The Senninger Irrigation Fluent -Master' sprinkler is designed
specifically for disposing effluent by the land treatment method
in accordance with EPA guidelines. It is suitable for use on
solid -set systems. With minor modifications it can also be
used on center pivots or other mechanical -move systems.
The 70 series is designed to distribute water over a large
diameter for higher volume systems.
SPECIFICATIONS
Sprinkler shall be of 360 degree rotation driven by
impact splasharm and spring. It shall be capable of a
distribution pattern of (feet/meters) in diameter
at a riser height of (feettmeters) with a
sprinkler base operating pressure of (psi / b a r)
and a discharge rate of (gpm / Us).
Trajectory shall be 25 degrees.
Nozzle size shall be inch (nozzle # ).
Lower bearing plastic thread shall be 1" NPT mate.
Sprinkler body shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall
be molded into the body for maximum support and
stability. Splashamr spring and bearing shall be enclosed
for trouble -free performance. Sprinkler shall be equipped
with an effluent vane to minimize possible flow
obstruction from water -home solids. Sprinkler cap
shalt be lavender to correspond to industry standards
denoting non -potable water.
Sprinkler shall carry a two-year manufacturer's
warranty on materials, workmanship and performance.
F-hrent-Master is a registered trademark of Semmnger Inigatlon Inc.
MUNINNIMS
70 SERIES
3600 ROTATION
IMPACT SPRINKLERS
FEATURES
• Flow range: 8.11 to 31.6 gpm (0.52 to 2.02 Us)
• Sprinkler base pressure: 35 to 70 psi (2.5 to 5.0 bar)
• 25 degree models:
76125RD-P1114"FEFF
(includes 11/0 x 1" female NPT plastic reducer coupling)
MURD-14' FEFF
(includes 1" female NPT plastic coupling)
7W5RD-1-JW FEFF
(includes 1 " x 3/4" female NPT plastic reducer coupling)
7Gt25RD-PI'MEFF
(galvanized steel connection fittings not recommended)
• High -impact engineering -grade thermoplastic
construction resists chemical degradation,
scale buildup and UV effects
• Stainless steel springs and fulcrum pin enclosed to
resist contamination; electrolysis eliminated by using
no brass parts
• Lavender cap to correspond to industry standards
denoting use of non -potable water
• Effluent vane minimizes obstruction from
water -borne materials
• Nozzle sizes from 7/32' to %' (#14 through #24)
(5.6 to 9.5 mm)
• Two-year manufacturer's warranty on materials,
workmanship and performance
• Also available in a double -nozzle model,
flow range: 10.7 to 39.1 gpm (0.68 to 2.50 Us)
Available through leading Imgabon dealers.
Designed and manufachrnvd by.
Senninger
Irrigation Inc.
6416 Old Winter Garden Road
Orlando, FL 32835 U.SA.
Phone: [phone] . Fax: [phone]
www. senn€nger.eom . e-mail: Into Osenninger.com

-- ---`--f"5---
.A/26."2O03 14:22 :919-7.15-6@48 DWO NON DISCHARGE BR PAGE 02/02
State of North Carolina
Department of Environment and Natural Resources
''- Division of Water- Quality
Animal Waste Management Systems'
Request for Renewal of Existing Certificate of Coverage for State Mon -Discharge Permit
The following questions have been completed utilizing information on file with the Division. Please review the information for
completeness and make any corrections that are appropriate. If a question has not been completed by (lie Division, please
answer it to the best of your ability. Do not leave any question unanswered.
1 Facility Number.: 31 - 304 or Permit Number: AWS3103M
2 Facility Name: Sholar Farrti-#3
3 Landowner`s name (!must match the name on the Certified Animal Waste Management Plan):
..To e -polar eF 0W19!At �hoJAJ* _-
4 Landowner*!; Nfailing/Iaddress: / �i7 .pa 6 _ x----- _
City, state: 1,a CW. Zip: oA904 — —
Telephone Number (include area code): q/b - d2.0 7q
5 County where facility is located:_ k D f 11I
6 Farm Maragees name (if different from Landowner): _- ra M C--
i Fame �•latua;er's telephone number (include area code):
S Number and Type of Animals: (example: 2000 Feeder to Finish Swine)
Swine: _—O D
Confined Cattle:
Poultry with liquid waste system:
Submit a caQ} of the most recent Waste Utilization ]Plan with this application. The Waste iitilizatiott Plan must be signed by
the owner and a technical specialist.
I attest that this application has-been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if
all required puts of this applications 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, Dote: In accordance with NC General Statutes 143-215.6A
and 143-215,EB, any person who knowiu gly makes any :false statement, representation, or certification in any- application may he
subject to civil penalties up to $25,000 per violation.
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a cgrl-soration
signature should be by a principal executive officer of the corporation):
Name: _TV C � . �/' X�cI� '12 f D1�i1'Gtr�iT'itle: Q
Signar
Date:.��o2�=a�
THE COMPLETED APPLICATION SHOULD 13E SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
..,::
NON -DISCHARGE PERMTI`'I'UgG UNIT
,.
1617 MAIL SERVICE CIvNTIvR
,
RALBIGH, NCIRTH CAROLINA 27699-1617

w
A).,IS 3103 04
Nutrient Management Plan For Animal Waste Utilization
01-10-2002
This plan has been prepared for:
Sholar Farm # 3
Joe & Dwight Sholar
585 Lighthouse Road
Wallace, NC 28466
910-285-2074
This plan has been developed by:
Johnny L Lanier
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Developer ature
Type of Plan: Nitrogen Only with Manure Only
AQUrfi�t D NRI'FrTlipwQ
Vet n rN.Sfi(;7101,
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)
1/101c.1—
R-'MCr,-.jVRn
APR 0 2 2003
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: ZZv
Technical Specialist Signature
-------------------------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: 01-10-2002 Cover Page l

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 496,600 gals/year by a
2,600 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
1144
Incorporated
1965
Injected
2165
Irrigated
1244
Actual PAN Applied
Year 1 1286
Notes:
In source CD, S means standard source, U means user defined source.
---------------------- ---------------------------- -----------------------------------------------
297887 Datat�ase Version 1.08 Date Printed: 1/10/02 Source Page I

Narrative
Plan is written using existing pan dated 9/6/00. FoA 300 lb/ac. on bermuda hay 50 lbs/ac small grain.
Plan is written using wettable acre determation all information of determation in this plan.
-------------------------------------------------------------------------------------------------
297ss7 Database Version 1.0 Date Printed: 01-10-2002 Narrative Page 1

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 croplar
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 od
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
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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning perk
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilize(
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limit,
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year 1
Tract
Field
Source
LD.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Regd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
al/A
tons
1000 gals
tons
7471
1
S5
Foreston
2.9
1.5
maiIGrain Overseed
1.0
Tons
1011-3/31
50
0
0
Irri .
50
20.0
0.0
30.2
0.0
7471
1
S5
Foreston
2.9
1.5
kiybrid Bermuda ass
6.0
Tons
3/1-9/30
300
0
0
Irri .
300
119A
0.0
181.3
0.0
a
7471
2
S5
Foreston
1.5
0.8
mail Grain Oversced
1.0
Tors
10/1-3/31
50
0
0
Irri .
50
20.0
0.0
15.4
0.0
7471
2
S5
Foreston 1
1.5
0.8
brid Bermuda ass
6.0
Tons
3/1-9/30
" 300
01
0
Irri .
300
119.8
0.0
92.7
0.0
a
7471
3
55
Foreston
2.4
1.4
mafiGrain Overseed
1.0
Tons
1011-3/31
501
01
77]rri
50
20.01
0.01
27.6
0.4
----------------------------------------------------------------------------------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: 01 - 10-2002 WUTPageI

Waste Utilization Table
Year 1
Tract
Field
Source
1,13,
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
RYE
Unit
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Comm,
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs1A
1000
al/A
tons
1000 stals
tons
7471
3
SS
I Foreston
2A
1A
HybridBermuda ass
6.0
Tons
3/1-9/30
• 300
01
0 1
Iff ist, 1
3001
119.81
0.0
165.9
0.0
Hay
Lagoon Liquids
Total Applied, 1000 gallons
513
Total Produced, 1000 gallons
497
Balance 1000 alons.
-17
Manure Solids
Total Applied, tons
0
Total Produced, tons
0
Balancetons
0
Notes; 1. In the tract column symbol — means leased, otherwise, owned. 2, Symbol ; means user entered data.
-- - -- - --- ----------------- - --- - _ - ---------------------- --- - ------ - - - -- - ---- -- ------------------ -- - -
297887 Database Version 1.08 Date Printed: 01-I0-2002 WUT Page 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.
Irrijzation Application Factors
Tract
Field
'
Sail Series
Application hate
in iwur
Application Amount
01 c
7471
1
Foreston
0.50
0.96
7471
2
Foreston
0.50
0.96
7471
3
Foreston
0,50
0.96
-------------------------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: 01-10-2002 -AF Page 1

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
concem.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 Pun 1
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Cam 120 bu
1501
13.161
6.621
11241
19.85
Hay 6 ton R.Y.E.
300
26.32
3.3 i
6.621
9.93
Soybean 40 bu
160
14.041
6.201
12.411
18.61
---------------------

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volum,
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 Storap-e Capacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1 10130
180
Plan Year
Month
Available Storage Capdty Mays)
1
1
120
1
2
103
1
3
128
1
4
143
1
5
157
1
6
172
1
7
180
1
8
180
1
9
180
I
10
160
1
11
135
1
1 12
109
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------- ---------------------------------------------------------------
2978$7 Database Version 1.08 Date Printed. 01-10-2002 Capacity Page i

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, 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).
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
--------------------------------------------------------------------------------------------------
207 9 Database Version 1 A8 Date Printed: 01-10-2002 Specification Page 1

method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. 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.
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.
--------------------------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: 01-10-2002 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
--------------------------------------------------------------------------------------------------
297887 Database Version 1.08 Date Printed: Ot-10-2002 Specification Page 3

metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--- -------------- ----------------------------------------------------------- �--------� -----
297887 Database Version 1.08 Date Printed: 01-10-2002 S ification P e 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3
Bermudagrass Coastal Plain, 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 freld(s): 1, 2, 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 301bs/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.
--------------------------------------------------------------------------------- ----- --------
297887 Database Version 1.0 Date Printed: 01-10-2002 Crop Note Page 1

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) - 3 0 4 Field number (identification) l
2. Irrigation system designation %�Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers —a # Interior sprinklers /0 # Exterior sprinklers
4. Wetted diameter _ /() o [feet) from Field Data Work -sheet
S. Spacing ?ram _ Sprinkler spacing along lateral [feet]
~ %(� Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7_ Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Jl Acres per interior sprinkler from Table Column
Acres per exterior sprinkler from Table Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
?% (a) Acres per interior sprinkler X # Sprinklers = j-a A 14 Acres
P � (b) Acres per exterior sprinkler X # Sprinklers = Acres
LL19 Total wettable acres for field (Sum: 8a + 8b)
' ��,4
Wettable Acre Computational Worksheet completed by: �. �.h.� �� Date: J. � �
Signature of technical specialist
a

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment D F S,
.I1) Is�aSe1S .
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
I. Farm number (identification) 3 / ` 3 d 1 Field number (identification) a
2. Irrigation system designation �_ Existing irrigation system
New/expanded irrigation s"'stem
3. Number of stationary sprinklers 0 # Interior sprinklers (O # Exterior sprinklers
4. Wetted diameter %d (feet] from Field Data Worksheet
S. Spacing 7 Sprinkler spacing along lateral (feet]
� G
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated: area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from Table Column
J-2-� Acres per exterior sprinkler from Table S� Column C.
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X # Sprinklers — Acres
• rd (b) Acres per exterior sprinkler X iv # Sprinklers = 7 Acres
.77Total wettable acres for field (Scam: 8a + 8b)
Wettable Acre Computational Worksheet completed by: ` a---- Date:
Signature o ethnical specialist
1
f

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31 — 30 y Field number (identification) 3
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers # Interior sprinklers 9 # Exterior sprinklers
4. Wetted diameter ID 0 [feet] from Field Data W'orksheet
5_ Spacing 70 Sprinkler spacing along lateral [feet]
0
7i7 d Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
. i3 Acres per interior sprinkler from
1� Acres per exterior sprinkler from
Table's: Column Q
Table Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
I1 Z (a) Acres per interior sprinkler X # Sprinklers = .2� 7 Acres
(b) .Acres per exterior sprinkler X # Sprinklers Ao f Acres
, Total wettable acres for field (Sam: 8a + 8b)
Wettable Acre Computational Worksheet completed bye ram---= Date: CIO
Signatur f technical specialist
3, = 3. 7 3
r6
_n

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name Shofar Farms # 3
Adress 585 Lighthouse Road
Wallace NC 28466
Telephone [phone]
County Du lin
Date 1110102
Facility # 31-304
TABLE 5. Irrigated Area Allowances for Stationary Sprinkler System based on 70 percent wetted diameter
Tract
Number
Hydrant
or
field (1)
Number
wetted
diameter
feet
(A)
net wetted
area of an
sprinkler
(acres)
(C)
number
of
sprinklers
total
wetted
acres
tables
Soil Type
Slope
(%)
crop(s)
Maximun
Application
Rate (3)
(inlhr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
7471
f-1
100
int-.112
2
0.224
5
FoA
0-5
bermuda 1 small grain
0.5
1
7471
f-1
100
ext-.129
10
1.29
5
FoA
0-5
bermuda/small grain
0.5
1
747.1
f-2
100
ext-.129
6
0.774
5
FoA
0-5
bermuda I small grain
0.5
1
7471
f-3
100
int-A 12
2
0224
5
FoA
0-5
bermuda I small grain
0.5
1
7471
f-3
100
ext-.129
,9
1.161
5
FoA
0-5
bermuda 1 small grain
0.5
1
1 see attached map,
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:[Johnny Lanier Date 11J10102

For over 35 years, Senninger has been
dedicated to the innovative design and
manufacture of quality sprinklers, spray nozzles
and pressure regulators.
• Senninger products are depended upon
worldwide for wastewater, solid -set, undertree,
nursery and center -pivot systems.
These products are backed by a two-year
warranty on materials, workmanship and
performance. Nozzle orifices are backed by a
five-year warranty.
• Flow range from less than 2 to over 100 gpm.
• Non -brass components eliminate electrolysis.
• Engineering -grade thermoplastics resist chemical
degradation, scale buildup and are UV resistant.
• All springs are stainless steel and enclosed to resist
contamination.
• Lavender caps designate non -potable water.
SAT
r ' t -A
Always ask for high quality,
dependable Senninger products.
Consult your local authorized dealer
or contact us at:
Senninger Irrigation Inc.
6416 Old Winter Garden Road • Orlando, FL 32835 USA
Phone: [phone] • Fax: [phone]
Website: www.senninger.com • E-mail: [e-mail]

Technical Information
FULL CIRCLE IMPACT SPRINKLERS*
30, 40, 50 SERIES
pipe thread:
3/4" NPT male or female
trajectory:
6, 12, 14 or 23 degrees
nozzle sizes:
#7 to #18 (7164' to 18/64')
flow range:
1.7 to 21 gpm
noz: press.:
25 to 70 psi
70 SERIES (range -drive and spreader -drive models available)
pipe thread:
1 " NPT male or female
trajectory:
25 degrees
nozzle sizes:
#14 to #24 (14164' to 24/64')
flow range:
8 to 45 gpm
noz. press.:
35 to 80 psi
80 SERIES (range -drive and spreader -drive models available)
pipe thread:
11/4" NPT male or female
trajectory:
25 degrees
nozzle sizes:
#22 to #40 (22/64" to 40164')
flow range:
20 to 117.gpm
noz. press.,
35 to 80 psi
'Most models
available in a single or double nozzle configuration
SPRAY NOZZLES
SUPER -SPRAY*
pipe thread: 3/4' NPT male or female
trajectory: concave, flat & convex pads available
nozzle sizes: #4 to #26 (4/64' to 26/64")
flow range:. 0.27 to 24 gpm
noz. press.: 6 to 40 psi
WOBBLER•
pipe thread: 112" or 3/4" NPT male or female
trajectory: standard or low -angle models available
nozzle sizes: #6 to #18 (6/64' to 18164")
Now range: 0.77 to 14 gpm
noz. press.: 10 to 40 psi
PRESSURE REGULATORS
PMR-LF (Low Flow)
pipe thread: 3/4' NPT female x 3/4' NPT female
preset outlet psi: 1/2 - 5 gpm models available in 6 & 10 psi
1/10 - 8 gpm models available in 12, 15, 20, 25, 30, 35 & 40 psi
PMR-MF (Medium Flow)
pipe thread: 3/4' NPT female x 3/4' NPT female
preset outlet psi: 4 - 16 gpm available in 6 & 10 psi
2 - 20 gpm available in 15, 20, 25, 30, 35, 40, 50 & 60 psi
PR-HF (High Flow)
pipe thread: 1 1/4' NPT female inlet x 1' NPT female outlet
preset outlet psi: 10 - 32 gpm available in 10, 15, 20, 25, 30, 40 & 50 psi
Consult our catalog for performance data on all of the above products.
Qt wwG2

i1 �• .-yJ.
DESCRIPTION
The Senninger Irrigation F-luent-Master' sprinkler is designed
specifically for disposing effluent by the land treatment
method in accordance with EPA guidelines. It is suitable for
use on solid -set systems_ With minor modifications it can also
be used on center pivots or other mechanical -move systems.
The 30 series is designed specifically for lower flows and
maximum efficiency.
SPECIFICATIONS
Sprinkler shall be of 360 degree rotation driven by
impact splasharm and spring. It shall be capable of a
distribution pattern of (feet/meters) in diameter
at a riser height of (feettmeters) with a
sprinkler base operating pressure of (psi /bar)
and a discharge rate of (gpm / Us).
Trajectory shall be degrees (12 or 23 degrees).
Nozzle size shall be inch (nozzle # ).
Lower bearing plastic thread shall be 3/4' NPT mate.
Sprinkler body shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall
be molded into the body for maximum support and
stability. Splasharm spring and bearing shall be enclosed
for trouble -free performance. Sprinkler shall be equipped
with an effluent vane to minimize possible flow
obstruction from water -borne solids. Sprinkler cap shall
be lavender to correspond to industry standards denoting
non -potable water.
Sprinkler shall carry a two-year manufacturer's
warranty on materials, workmanship and performance.
F-loam-Master is a registered trademark of Senninger Imgation Inc.
30 SERIES
3600 ROTATION
IMPACT SPRINKLERS
FEATURES
• Flow range. 1.68 to 4.93 gpm (0.11 to 0.33 Us)
• Sprinkler base pressure: 25 to 50 psi (2.0 to 4.0 bar)
• 230 trajectory models: 12' trajectory models:
3023-1-34' FEFF 3012-f-3/4"FEFF
(includes 314' female NPT plastic coupling)
30234-1"FEFF ' 3012-1-1"FEFF
(includes 3/4' x V female NPT plastic reducer coupling)
3023-1-3/4 4 M EFF 3012-1-3/4"M EFF
(galvanized steel connection fittings not recommended)
• High -impact engineering -grade thermoplastic
construction resists chemical degradation,
scale buildup and UV effects
• Stainless steel springs and fulcrum pin enclosed to
resist contamination; electrolysis eliminated by using
no brass parts
• Lavender cap to correspond to industry standards
denoting use of non -potable water
• Effluent vane minimizes obstruction from
water-bome materials
• Nozzle sizes from 7/64* to 1/32' (#7 through #10)
(2.8to4.0mm)
• Two-year manufacturer's warranty on materials,
workmanship and performance
• 230 model also available as a double -nozzle,
flow range: 2.75 to 6.42 gpm (0.19 to 0.44 Us)
Available through leading in-igafion dealers.
Designed and manufactured by
4
Senninger
Irrigation Inc.
6416 Old Winter Garden Road
Orlando, FL 32835 U.S.A.
Phone: [phone] • Fax: [phone]
www. senninger.com • e-mail: [e-mail]

U.S. - Diameter (feet)
METRIC - Diameter (meters)
SPRINKLER (psi) 25
30
35 40
45
50
(bar) 2.0 25
3.0
3.5
4.0
BASE PRESSURE
(psi) 29.Ot7 36.25 .
4350 50.75
58.00
07 Nozzle - Lime (7164')
07 Nozzle - Lime (2.78 mm)
Flow (gpm) 1.68
1,84
1.99 2.12
2-25
237
(LIS) 0.11 0.13
0.14
0.15
-
Diam. at 1.5 height (ft) 75
77
79 81
82
83
0.5 m (m) 23.3 24.2
24.9
21.5
-
Diam. at Tiff height (tt) 78
80
82 83
84
85
2.0 m (m) 24.3 25.1
25.5
22.0
-
08 Nozzle -Lavender (116')
#6 Nozzle - Lavender (3.18 mm)
Flow (gpm) 2.21
2.42
2.62 2.79
2.97
3-12
(US) 0,15 0.17
0.18
020
0.21
Diam. at 1,5' height (ft) 77
79
81 82
83
84
0.5 m (m) 24.0 24.8
25.2
25.6
26.1
Diam. at 6.0' height (ft) 79
81
83 84
85
86
2.0 m (m) 24.6 25.4
25.8
26.3
26.7
09 Nozzle -Grey (9/64')
09 Nozzle - Grey (3.57 mm)
Flow (gpm) 2-81
3.08
3.33 3-56
3.78
3.98
(LIS) 0.19 0.21
0.23
0.25
0,27
Diam. at 1.5 height (fl) 78
80
82 83
84
85
0.5 m (m) 24.3 25.1
25.5
26.0
26.4
Diam. at 6.0' height (fl) 80
62
84 85
86
87
2.0 m (m) 24.9 25.7
26.1
26.6
27.0
010 Norde - Turquoise (5f32')
010 Nozzle - Turquoise (397 min)
Flow (gpm) 3.49
3.82
4.13 4.41
4.68
4.93
(Us) 0.24 0.26
0.29
0.31
0,33
Diam. at IS height (fl) 79
81
83 84
85
86
0.5 m (m) 24.6 25.4
25.8
26.3
26.7
Diam. at 6.0' height (ft) 81
83
85 86
87
68
2.0 m (m) 25.2 26.0
26.4
26.9
27.3
Figures relleu aqual test data obained underrdeaf aomNions. Stream heights range ham
6.0 - 7.5 ft (1.8 - 2.3 m) above nozzle based on
pressure and nozzle size. Sprinkler performance tests were conducted in mxordance with
the Amencan Society ofAgnicumrral
Engineers
(?
standard S398. t and are representative ofjcmdu fion at the pine of puWrcawn. Diameters
shown are for standard straighl bore nozzles and
vM8 f vanes (Wire). Other nozzies and/or vane combinations are avaifaWe,consult factory
for speciAc panbnnance data.
SPRINKLER (pst) 25
BASE PRESSURE
US. - Diameter (feet)
30 35 40
45
50
METRIC - Diameter (meters)
(bar) 2.0 2.5 3.0
(psi) 29.00 36.25 43.50
3.5
50.75
4.0
56.00
07 Nozzle - Lime (7164')
07 Nozzle - Lime (278 mm)
Flow (gpm) 1,68
1.84 1.99 2.12
2.25
2.37
(Us) 0.11 0.13
0-14
0.15
-
Diam, at ISheight (it) 64
67 71 73
74
75
0.5 m (m) 20.2 21.8
22 5
22.9
-
Diam. at 6-0' height (tt) 67
70 73 74
75
76
2.0 m (m) 21.2 22.3
22.8
23.2
-
08 Nozzle - Lavender (118")
08 Nozzle - Lavender (3.18 mm)
Flow (gpm) 221
2.42 2.62 2,79
2.97
3.12
(Us) 0,15 0-17
0.18
0.20
0.21
Diam. at 1.5' height (fl) 65
70 72 74
75
76
0.5 m (m) 21.0 22.1
22.8
23.2
23.7
Diam. at 6.0' height (tt) 68
72 74 75
76
77
2.0 m (m) 21.7 22.6
23.1
23.5
24.0
a9 Nozzle - Grey (9164')
09 Nozzle -Grey (3-57 mm)
Flow (gpm) 2.81
3,08 3.33 3.56
3.78
198
(US) 0.19 0,21
0.23
0.25
0.27
Diam. at 1.5' height (tt) 66
71 74 75
76
77
0.5 m (m) 21,3 22-6
23.1
23.5
24.0
Diam. at 6.0' height (ft) 69
73 75 76
77
78
2.0 in (m) 22.0 22A
23.4
23.8
24.3
010 Nozzle - Turquoise (SM')
010 Nozzle -Turquoise (3.97 mm)
Flow (gpm) 3,49
3.82 4.13 4.41
4.68
4.93
(US) 0.24 0.26
0.29
0.31
0.33
Diam. at 1.5' height (ft) 67
72 75 76
77
78
0.5 m (m) 21.6 22.9
23.4
23.8
24.3
Diam. at 6.0' height (tt) 70
74 76 77
78
79
2.0 m (m) 22.3 23.2
23.7
24.1
24.6
Figures relied actual lest data obtained under ideal conditions. Stream heights range from 2.5 - 4.5 ft (0.8 - 1.4 m) above nozzle based on
pressure and nozzle sire. Sprinkfer
performance tests were conducted in accordance with the American Society of AgnicuNuraf
Engineers
{�
standard S398. r and are representative ofproducticn at the tune of pubikation. Diameters shown are for standard straight bore nozzles and
effluent vanes (blue). Ofher nozzles and/or vane eomDinaMarrs are avafkUVe; consult lacfay for specific perormance data.
Senninger Irrigation [phone] 00-30EFF-9

DESCRIPTION
The Senninger Irrigation F-luent-Master' sprinkler is designed
specifically for disposing effluent by the land treatment method
in accordance with EPA guidelines. It is suitable for use on
solid -set systems. With minor modifications it can also be
used on center pivots or other mechanical -move systems.
The 40 series is designed to provide maximum efficiency at
intermediate flows.
SPECIFICATIONS
Sprinkler shall be of 360 degree rotation driven by
impact splasharm and spring. It shall be capable of a
distribution pattern of (feet/meters) in diameter
at a riser height of (feet/meters) with a
sprinkler base operating pressure of (psi /bar)
and a discharge rate of (gpm / Us).
Trajectory shall be degrees (12 or 23 degrees).
Nozzle size shall be inch (nozzle # ).
Lower bearing plastic thread shall be 3/4" NPT male.
Sprinkler body shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall
be molded into the body for maximum support and
stability. Splasharm spring and bearing shall be enclosed
for trouble -free performance. Sprinkler shall be equipped
with an effluent vane to minimize possible flow
obstruction from water -borne solids. Sprinkler cap shall
be lavender to correspond to industry standards denoting
non -potable water.
Sprinkler shall carry a two-year manufacturers
+nr"arranty on materials, workmanship and performance.
F-iue7t4faster is.? registered trademark of Senninger Irrigation Inc.
T
AL
40 SERIES
360° ROTATION
IMPACT SPRINKLERS
FEATURES
• Flow range: 3.82 to 10.6 gpm (0.24 to 0.66 Us)
• Sprinkler base pressure: 30 to 60 psi (2.0 to 4.0 bar)
• 230 trajectory models. 12' trajectory models:
4023-1-3/4"FEFF 4012-1-3/4"FEFF
(includes 3/4" female NPT plastic coupling)
4023-1-1"FEFF 4012-1-1"FEFF
(includes 3/4" x 1" female NPT plastic reducer coupling)
4023-1-3/4"MEFF 4012-1- 314 " M EFF
(galvanized steel connection fittings not recommended)
• High -impact engineering -grade thermoplastic
construction resists chemical degradation,
scale buildup and UV effects
• Stainless steel springs and fulcrum pin enclosed to
resist contamination; electrolysis eliminated by using
no brass parts
• Lavender cap to correspond to industry standards
denoting use of non -potable water
• Effluent vane minimizes obstruction from
water-bome materials
• Nozzle sizes from 5/32" to'/32" (#10 through #14)
(4.0 to 5.6 mm)
• Two-year manufacturer's warranty on materials,
workmanship and performance
23° model also available as a double -nozzle,
flow range: 5.25 to 12.6 gpm (0.33 to 0.78 Us)
Available through leading irrigation dealers.
Designed and manufactured by.
Senninger
Irrigation Inc.
6416 Old yllinter Garden Road
Orlando, FL 32M U.S-A-
Phone: (407) 2M-5555 a Fax: [phone]
www. senninger.com + e-mail: info®sanninger.com

U.S. - Diameter (feet)
METRIC - Diameter (meters)
SPRINKLER (psi) 30
35
40
45
50
55
60
(bar) 2.0 2.5
3.0
3-5
4A
RASE PRESSURE
(psi) 29.00 36,25
4350
50.75
58.00
910 Nozzle -Turquoise (5/32')
$10 Nozzle -Turquoise (3.97 mm)
Flow (gpm) 3.82
4.13
4.41
4.68
4.93
5.17
5.40
(US) 0.24 0.26
0.29
0.31
0.33
Diarh. at 1.5' heig ht (ft) 81
83
85
87
88
69
90
0.5 m (m) 24.4 25.4
26.3
26.9
27.3
Diam. at 6.0' height (9) 86
88
90
91
92
93
94
2.0 m (m) 26.0 27.0
27.6
28.1
28.5
All Nozzle- Yellow (11164')
011 Nozzle -Yellow (4.37 mm)
Flow (gpm) 4.63
5.00
5.34
5.67
5.98
6.27
6.55
(US) 0.29 0.32
0.35
0.38
0.41
Diam. at 1.5 height (ti) 83
85
87
89
90
91
92
0.5 m (m) 25.1 26.1
26.9
27.5
27.9
Diam, at 6.0' height (ft) 88
90
92
93
94
95
96
2.0 m (m) 26.6 27.6
28.3
28.7
29.1
012 Nozzle -Red (3116')
012 Nozzle - Red (4.76 mm)
Flow (gpm) 5.52
5.97
6.37
6.76
7.13
7.48
7.81
(US) 0,34 0.38
0.42
0,45
0-48
Diam. at 1.6 height (Il) 84
86
89
9/
92
93
94
0.5 m (m) 25.4 26.4
27.6
28.1
28.5
Diam. at 6.0' height (ft) 90
92
94
95
96
97
98
2.0 m (m) 27.2 28.2
28.9
29.3
29.7
013 Nozzle -White (13164')
013 Nozzle - White (5.16 mm)
Flow (gpm) 6.50
7.02
7.49
7.95
8.38
8.80
9.19
(US) 0.40 0.45
0.49
0.53
0.57
Diam, at t_5' height (It) 86
so
91
93
95
97
99
0.5 m (m) 26.0 27.0
28.2
29.0
29.9
Diam. at 6.0' height (h) 92
94
96
98
100
102
104
2.0 m (m) 27.9 28.8
29.7
30.6
31.5
014 Nozzle -Blue (7/32')
014 Nozzle - Blue (5.56 mm)
Flow (gpm) 7.49
8.09
8.63
9.17
9.66
10A
10.6
(US) 0.46 0,52
0.57
0.61
0.66
Diam, at 1,5' height (h) Be
90
94
96
98
100
102
0.5 m (m) 26.6 27.7
29.1
30.0
30.8
Diam. at 69 height (It) 94
96
98
100
102
l04
106
•2.0 m (m) 28.5 29.4
30.3
31.2
32.1
Figures rv&d actual test data obtained under A*al condliona
Stream heights range ham
6.5 - 10. 01! {2.0 - 31 m) above nozzle based an
d
pressure and nozzle size. Svnnklarpenbanance 1es1s
were condt rledin accordaxe with 1ho
Amencan Sxr@fy of Agn cultural Engineers
9
standard.%M I and are nWasenfalaw of produefton
at the hire of puNgadon.
Diameters
shown are for standard slragW bare nozzles and
effluent vanes (blue). Other nozzles and/or vane mmbinahons are availabla; consult faclory
for sps crfic perormance data.
SPRINKLER (psi) 30
BASE PRESSURE
35
U.S. - Diameter (feet)
40 45 50
55
60
METRIC - Diameter (meters)
(bar) 2.0 2.5 3.0 3.5
(p-) 29.00 36.25 43.50 50.75
4.0
58.00
010 Nozzle -Turquoise (,%32')
010 Nozzle - Turquoise (3.97 mm)
Flow (gpm) 3,82
4.13
4.41
4.68
4.93
5.17
5.40
(Us) 0,24 0226
0.29
0.31
0.33
Diam. at 1.5height (ft) 72
76
79
81
83
85
86
0.5 m (m) 21.6 23.4
24.5
25.4
26.1
Diam. at 6.0' height (ft) 77
80
83
85
87
88
89
2.0 m (m) 23.2 24.6
25.7
26.6
27.0
611 Nozzle -Yellow (11/64-)
011 Nozzle - Yellow (4.37 mm)
Flow (gpm) 4.63
5.00
5.34
6.67
5.98
6.27
6.55
(US) 0.29 0.32
0.35
0.38
0.41
Diam. at 1.5' height (ft) 74
77
80
82
84
86
87
0.5 m (m) 22.2 23.7
24.8
25.7
26.4
Diam. at 6.0' height (It) 78
at
84
86
88
89
90
2.0 m (m) 23.5 24.9
26.0
26.9
27.3
012 Nozzle - Red (3116')
012 Nozzle - Red (4.76 mm)
Flow (gpm) 5.52
5.97
6.37
6.76
7.13
7.48
7.81
(LIS) 0.34 0.38
0.42
0.45
0.48
Diam. at 1.5' height Qt) 75
78
81
83
85
87
89
0.5 m (m) 22.6 24.0
25.1
26.0
26.9
Diam. at 6.0' height (ft) 79
82
85
87
89
90
91
2.0 m (m) 23.8 25.2
26.3
27.2
27,6
$13 Nozzle - White (13/64')
013 Nozzle - White (5.16 mm)
Flow (gpm) 6.50
7.02
7.49
7.95
8.38
8.80
9.19
(US) 0.40 0,45
0.49
0,53
0.57
Diam. at 1.5' height (tt) 76
79
82
84
86
Be
90
0.5 m (m) 22.9 24.3
25.4
26.3
27.2
Diam. at 6.0' height (h) 80
83
86
88
90
91
92
2.0 m (m) 24.1 25.5
26.6
27.5
27.9
014 Nozzle - Blue (7/32')
014 Nozzle - Blue (5.56 mm)
Flow (gpm) 7.49
8,09
8.63
9.17
9.66
10.1
10.6
(US) 0.46 0.52
0.57
0.61
0.66
Diam. at 1.5height (ft) , 77
80
83
85
87
89
91
0.5 m (m) 23.2 24.6
25.7
26.6
27.5
Diam. at 6.0' height (ft) 81
84
87
89
91
92
93
2.0 m (m) 24.4 25.8
26.9
27.8
28.2
Figures relled actual lest dales obtained under idea/ mnddwns. Stream heights range tom 35 - 5. 0 R (1.1 - 1.5 mJ above nozzle based on
pressure and nazzle sins. Spnnkfer performance fpsts were conducted m accordance with Ire Ameniaan Society olAgnmillural Engineers
{�
standard S398.1 andare represenfalne ofproducdon
at the One ofpublkaaon.
Diameters
shown are for standardstrarg/rt bore nozzles and
efltuent vanes (blue). Other nozzles and/or vane combinaaans are available, consul factory forspecif/e psnbnrwwe data.
Senninger Irrigation [phone] 00-40EFF-9

B ' S U.S. - Diameter (feet) METRIC - Diameter (meter)
SPRINKLER (psi) 35 40 45 50 55 60 65 70 (liar) 25 3.0 3.5 4.0 4.5 5.0
BASE PRESSURE (psi) 3625 43.50 50,75 58.00 6525 72.50
•14 Noate - (7r.12')
Flow (gpm)
8.11
8.66
9.20
9.69
10.2
10.6
11.0
41.5
Diam, at 1.5' heighl (ft)
106
111
113
115
117
119
121
123
Diam. at 6.0' height (it)
114
118
121
124
126
128
129
130
SIB Nozzle - (1/4')
Flow (gpm)
10.7
11.4
12.1
12.8
13.4
14.0
14.6
15.1
Diam. at 1.5' height (ft)
111
117
120
123
126
129
131
133
Diam. at 6.0' height (ft)
122
126
129
131
134
136
137
138
Ot8 Nozzle -(9r32')
Flow (gpm)
13.3
14.2
15.0
15-9
16.6
17.4
18.1
13.8
Diam. at 1.5' height (ft)
116
124
127
129
134
139
142
144
Diam. at 6.0' height (11)
128
132
135
137
141
144
146
147
020 Nozzle - (6116')
Flow (gpm)
16.0
17.1
18.2
19.2
20.1
21.0
21.8
22.7
Diam. at 1.5' heighl (ft)
124
130
134
137
142
146
150
153
Diam. at 6.0' height (ft)
133
137
140
143
147
151
154
155
#14 Nozzle -(5.6mm)
(US)
0,52
0.57
0.61
0.66
0.70
0.73
0.5 m (m)
32.7
34.3
35.1
36.0
36.9
37.8
2.0 m (m)
35.1
36.6
37.9
38.8
39.3
39.8
416 Nozzle - (6.4 mm)
(L/s)
0-69
0.75
0.81
0.87
0.92
0.97
0.5 m (m)
34.3
36.3
37.6
39.0
40.0
41.0
2.0 m (m)
37.5
39.0
40.1
41.2
41.8
42.2
e18 Nozzle -(7.1 mm)
(L/S) 0.85 0.94 1.01 1.08 1.15 121
0.5 m (m) 36.4 38.4 39.5 41.8 43.3 44,5
2.0m(m) 30.3 40.9 41,9 43.5 44.5 45.0
E20 Nozzle - (79 mm)
(Us) 1.02 1.12 1.21 1-29 1.37 1.45
0.5 m (m) 38.3 40.5 42.0 ".0 45.8 47.1
2.0 m (m) 40.8 42.4 43.8 45.5 47.0 47.4
s22 Nozzle - (11132')
022 Nozzle - (8.7 mm)
Flow (gpm) 19.3 20.5 21.8 22.9 24.1 25.1 26-1 27.1
(Us) 1.23 1.34 1,45
1.55 1.65 1.73
Diam. at 1.5' height (ft) 126 133 141 148 153 157 160 162
0.5 m (m) 38.9 42.2 45.3
47.4 48.8 49.8
Diam. at 6.0' height (ft) 136 141 146 150 155 159 162 164
2.0 m (m) 41.8 44,0 46.0
48.0 49.4 50.1
•24 Nozzle - (3/8')
s24 Nozzle - (95 mm)
Flow (gpm) 22.4 23.9 25.3 26.7 28.0 29.3 30.4 31.6
(Us) 1.43 1.56 1,69
1.80 1.91 2.02
Diam, at 1.5ttsig ht (ft) 130 13B 145 151 156 160 166 169
0.5 m (m) 40.2 43.6 46.3
48.3 50.7 52.4
Diam. at 6.0' height (ft) 138 145 150 155 160 164 167 170
2.0 m (m) 42.6 45.3 47.5
49.5 50.9 52.4
FWres relied achml test data obtamW under Acfeal cvndMons Steam heights range hem B.5 - 15.5 A (2.6 - 4.7 m) above nozrAo based on
pressure and nozzle size. Spnnklerpenbrmance lasts wen: conducted to accordance wile the American Society ofAgncutfural Engineers
standard S398.1 andaro represenlatms ofproductlon at Me time otpublirabon. Diameters shown are forstandard straighl b&v nozzles and
effluent vanes (brawn). Other nozzles and/or vane combinations are available.- consul factory tar speclfac performance data.
Senninger Irrigation (407) 293-555.5 00-70EFF-9

DESCRIPTION
The Senninger Irrigation F-luent-Master' sprinkler is designed
specifically for disposing effluent by the land treatment method
in accordance with EPA guidelines. It is suitable for use on
solid -set systems. With minor modifications it can also be
used on center pivots or other mechanical -move systems.
The 70 series is designed to distribute water over a large
diameter for higher volume systems.
SPECIFICATIONS
Sprinkler shall be of 360 degree rotation driven by
impact splasharm and spring. It shall be capable of a
distribution pattern of (feet/meters) in diameter
at a riser height of (feet/meters) with a
sprinkler base operating pressure of (psi /b a r)
and a discharge rate of (gpm / Us).
Trajectory shall be 25 degrees.
Nozzle size shall be inch (nozzle # )_
Lower bearing plastic thread shall be 1' NPT male.
Sprinkler body shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall
be molded into the body for maximum support and
stability. Splasharm spring and bearing shall be enclosed
for trouble -free performance. Sprinkler shall be equipped
with an effluent vane to minimize possible flow
obstruction from water-bome solids. Sprinkler cap
shall be lavender to correspond to industry standards
denoting non -potable water.
Sprinkler shall carry a two-year manufacturer's
warranty on materials, workmanship and performance.
Fluent Master is a registered trademark of Senninger Irrigation Inc.
70 SERIES
360° ROTATION
IMPACT SPRINKLERS
FEATURES
• Flow range: 8.11 to 31.6 gpm (0.52 to 2.02 Us)
• Sprinkler base pressure: 35 to 70 psi (2.5 to 5.0 bar)
• 25 degree models:
7025RD-1-11/40FEFF
(includes 11/4' x 1' female NPT plastic reducer coupling)
7025RD-1-16FEFF
(includes 1' female NPT plastic coupling)
7025RD-1-3/4"FEFF
(includes 1' x 3/4' female NPT plastic reducer coupling)
7025RD-1-1"MEFF
(galvanized steel connection fittings not recommended)
• High -impact engineering -grade thermoplastic
construction resists chemical degradation,
scale buildup and UV effects
• Stainless steel springs and fulcrum pin enclosed to
resist contamination; electrolysis eliminated by using
no brass parts
• Lavender cap to correspond to industry standards
denoting use of non -potable water
• Effluent vane minimizes obstruction from
water-bome materials
• Nozzle sizes from 7/32' to %* (#14 through #24)
(5.6 to 9.5 mm)
• Two-year manufacturer's warranty on materials,
workmanship and performance
• Also available in a double -nozzle model,
flow range: 10.7 to 39.1 gpm (0.68 to 2.50 Us)
Available through leading iniga8on dealers.
Designed and manufactured by
4
Senninger
Irrigation Inc.
6416 Old Winter Garden Road
Orlando, FL 32835 U.S.A.
Phone: [phone] • Fax: [phone]
www. senninger.com • e-mail: into Osenninger.com

03/216 ..2003 14: 22 919-715-6048 DW© NON DISCHARGE Er PAGE 0 '/0'-7
• ;:... ° State of North Carolina
Department of Environment and Natural Resources
7'
Division of Water Quality
Animal Waste Management Systems
Request for Renewal of Existing Certificate of Coverage for State Non -Discharge Permit
The following questions have been completed utilizing information on file with the Division. Please review the information for
completeness and make any corrections that are appropriate. If a question has not been completed by the Division, please
answir it to the best of your ability. Do not leave any que-stion unanswered.
1 Facility dumber.: 31 - 304
2 Facility Name: Sholar Farm ff3
or Permit Number: AWS310304
3 Landowner's name (must match the name on the Certified Ardmal Waste Management Plan):
4 Landowncr's Mailing address: %��� — .A � 66 M /W._
Ciry, State: %/a e. fr Zip: -
Telephone Number (include
'area code): 911b _ a2�5- d2 D
S County where facility is located:_ A u D / 1l1 _ -----
6 Farn Maraoer s name (if different from Landowner): SA
7 Farm;Manzler`s telephone mumber (include area code):_--
S Number and Type of Animals: (example: 2000 Feeder to Finish Swine)
Swine: _ Z � D
Confined �.aule:
Poultry wish liquid waste system: — -- --- _-- _ -
Submit a copy of the most recent Waste Utilization Ilan with this application. The Waste Utilization Plan must be sigatd by
the owner and a technical specialist.
I attest that this application has'been reviewed by nre and is accurate and complete to the hest of my knowledge. 1 understand that if
all required parts of this application are not completed and that if all required supporting information and attachments are xiot
included, this application package will be returned to me as incomplete, mote: In accordance with NC General Statutes 143-215.6 A
and 14:-215.63, any person who knowingly makes any false statement, representation, or certification bi any application may be
subject to civil penalties up to $25,000 per violation.
Printed Name of Signing Official (Landowner, or ii multiple Landowners all landowners should sign- If Landowner is a coi j)aration
signature should be by a principal executive officer of the corporation):
Nanir
Si nar
Title: _ 0 _`e,? n .ems
Data: _ ToZ—D3 --- - '--
THE COMPLETED APPLICATION SHOULD DE SENT TO THE FOLLOWNG ADDRESS:
NORTI1 CAROLINA DIVISION OF WATER QUALI ry
WATER QUALITY- SECTION
NON -DISCHARGE PERh11TTIING UNIT
f
1617 N AYL SERVICE CENTER
RALEiGFI, NCkA7'H CAEtOLIN'A 27699-1617
4
,Request for Reneivul COC

a MM;�'�a
TGdt

c W ATF
Michael F. Easley, Governor O�0 ROG
� � William G. Ross Jr., Secretary
UUU�n�} North Carolina Department of Environment and Natural Resources
o MAR UG
Gregory J_ Thorpe, Ph.D., Acting Director
Division of Water Quality
March 14, 2002
Dwight Sholar
Shofar #3
585 Lighthouse Rd.
Wallace, NC 28466
Subject: Certificate of Coverage No. AWS310304
Sholar #3
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Dwight Shofar:
In accordance with your application received on February 26, 2002, we are forwarding this Certificate of
Coverage (COC) issued to Dwight Sholar, 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 Sholar #3, located in Duplin County, with an animal capacity
of no greater than 2600 Wean to Feeder and the application to land as specified in the Certified Animal
Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General -Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
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.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization
Plan. The owner should begin to address this inconsistency as soon as possible.
A
Non -Discharge Permitting Unit Internet http:/Wo.enr.nc.state.us/ndpu NME{Wt
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/i0% post -consumer paper

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]. If you need additional information concerning this COC or the
General Permit, please contact Michelle Barnett [phone] ext. 544.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
LWWiIiiiifi_—
gtQq Regional"Officn; Water_Quality Seefion
Duplin County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

I
2.
RECEIVED
WATER QUALITY SECTION
State of North Carolina
Department of Environment and Natural Resour es FEB 2 6 2002
Division of Water Quality
Non -Discharge Permit Application Form NON -DISCHARGE PERMITTING
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL
General Permit - Existing Liquid Animal Waste Opera ons
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name:
1.2 Print Land Owm
N704r n-%
Mailing tad�dreess: 1 -ACity: W AI1AG�P_ State: 'RC. Zip: Lo (e
Telephone Number (include area code):
County where facility is located stv V, r_�,
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): YOrv1_ ,�]c�`� a� �, -NpL k� AC_41
lt.r rn Rk.anS 3 m• �� s -�o� c... ��x� a
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / integrator's name (if applicable; please circle which type is listed): ',AXiN ' T�,_rcv, S
L8 Date Facility Originally Began Operation:
L9 Date(s) of Facility Expansion(s) (if applicable): T
OPERATION INFORMATION:
2.1 Facility No.: .31 (county number); (facility number).
2.2 Operation Description: UganL- e r operation
-- AoCO CD - Certified Design Capacity
Is the above information correct? Q yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder 3k1 0 C) O Layer Dairy -
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/28/98 Page I of MO0202190047

M
3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 01,. l'-*) ; Required Acreage (as listed in the AWMP): 01 •0
2.4 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or O lease circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting ,9�s, CS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? kokQ 3
What was the date that this facility's land application areas were sited? k0A 3
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied; .
3.3 Two copies of the entire Certified Animal Waste Management PIan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the VA -JP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every, crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic. --
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as irrigation design or site
evaluation, please include the additional components with your submittal.
Applicants initials
.—a—
FORM: AWO-G-E 1/28/98
Page 2 of 4
•M00202190048

Facility Number:
Facility Name:
4. APPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for �O� �-� �� 'w'_ (Facility name listed in question 1.I)
has been reviewed by me and is accurate an 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 ed to me as incomplete.
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if A required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
- _ SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4 MO 0 2 0 2190 0 4 9 '

DIVISION OF WATER QUALITY REGIONAL OFFICES (1198)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 29801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
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
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
AIexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg'
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
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
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 1/28/98
M04242194054
Page 4 of 4

p 8
:�. 01 ;ass:s ^:�* c *rr. PL;Ur' CZR I?IC.A6TIo:; S oR =vf o-1 R PANDyD Ts .
MAY I Z3199�
D.
�'_easa =atu_^ tra c platac'. _o -- to t:l:a Division of at
;e ad�esa cn tba ,averaa sida of th=a =o=-
tia.-ae of fa_-= (Please print) : t'
Address- '
Phone NA.
- County: A%AU , r) :4
germ location: Latitude and LongitudesMaa� (required),, Also,
Please attaca a copy of a county road map with location identified.
Tv-pe of operation (swine, layer, dairy etc.) . rN e-
Design capacity (number of animals) : �00_1.aw� wee n Qv
Ave,ace size of operation- (12 month population avg.) : QC00 weo,.,- Pee d C
,:average acreage needed for land application of waste (acres):
'?'ecY^.ica? Specialist Certi_' cation As a technical specialist designated by the North Carolina Soil and Water
Conservation Conuncission pursuant to 15A NCAC 6F .0005, I cent f'_✓ that the new or
expanded anirial waste management system as installed for the fain named also
has an animal waste management plan that meets the design, constructio
operation and maintenance standards and specifications of the Division o
.nvirormental Management and the USDA -Soil Conservation Service and/or the No
rt ,
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 an
15A NC -AC 6r ,0001-.0005. The following elements and their corresponding minim
cute; ia-habee_?-`verified by me or other designated technical specialists an
are included in the plan as applicable: minimum separations (buffers); liners o
equivalent for lagoons or waste storage ponds; waste storage capacity; -adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for tinting of
applications; application rates; loading rates; and the control of the discharge
of pollutants Erom stormwater runoff events less severe than the 25-veax, 24-hour
storm.
3v'ame of Vech-4 cal Specialist (Please Print) Joyd ��T
Affiliation -
address (Ac _ cY Phone No.
==c=-"--._-�•��.�- ••�t�ass`aE �c��vaxa a=aa�==naa=a==-` a==-==-tea=ems=�=tea
0wmer/'!:Eaa2Lr A eamant (f v
I (we) understand the operation and maintenance procedures- established in the
approved animal waste management plan for the €a m, named above and will implement
these -'procedures. I (we) ,know that any additional expansion to the existing
design capacity of the wastLV treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface .waters of 'the, state either through a man-made conveyance or through'
runoff' from a storm event. less severe than the 25-year, 24-hour storm. The
approved. plan will be.filed at the farm and at the office of the local Soil and
Water Conservation District.
IT=e of L, n fHowaar�,(Please Print)
Signature:
Date\j
N-_a of uanagarI U diffe_ent from owner {Please print) : ��M4
Signature- _ _ . Date:_
Wit: A change in land ownership requires notification or a new certification
(if the anz-.roved plan is changed) to be submitted 'to the Division of
Environmental Management within 60 days of a title transfer.
D24 USE ONLY: ACNE.ri g� d00013
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M00202101815

! 'ti s rtt �`➢�t�
x ed?'.�1 r 3�z--i•3.� 3f'�•
"W _7
y F
7ATION `'PLAN _ RECEIVED
WAT
3 ER QUALITY SECTION
FOR y` []
r - ��" Dwight5; sholar -: 2002
Rie 2; Box 325-F `-
Wallace "NC 28466 LISCHARGE
PERMITTING
October 21, 1993
Your animal waste utilization plan has been specifically
developed for your 2600 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of ' application for your particular operation. The waste
must be .land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the* limiting nutrient.---- Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic -yield
of the -crops to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
of the waste -and to ensure that it is applied in an environ-
mentally -safe -manner. Always apply waste based on the needs
of the drop.'to be grown,.and the' nutrient content of the waste.
zThe;amount of ".available nitrogen for plant use is dependant on
the,'Tiethod of application. Soil type is important due to
d �ferent leaching"potential and yield potential. Waste shall
'not''be'applied. :to•land:eroding at greater than 5 tons per acre
per year Do'*n6t "apply waste on saturated soils or on land
='" when' the . •;surface is frozen��• Either of these conditions may
�:-
result --'in 'runoff, to surface -waters. Wind conditions should
also'be..considered to avoid,drift and downwind odor problems.
To- maximize' the value 'of : the':nutrients for crop production and
reduce the potential for pollution, waste should be applied to.
a. -growing crop or not more than 30 days prior to planting.
Soil,incorporation of the_'waste will conserve nutrients and
reduce odor problems.
The :acres needed to apply ,the animal waste are based on
ent"content .-'for-.,this type of facility. Annual
requirements may -be• more or less depending on the
�.�,•._ spec fic waste_. analysis; =report =for your,, facility at -the time
r '
of rrigation _ -
lrXi ♦ t "�-k- . _%Sc'.�;ry •s.-YY'e^ -.•tint a� C
ii 16,
rM0020210Is

r Tie acrescr"ops,'`and 'application' method shown 'in the preceding tables will
• ,accomm'odate approxlmatelyt2812 5 any mad s of ,the, 'type Kshown � iii-Table A_ _
""` �.=r'YI,w.F"•. =aye r. ♦..s, 'v+�� -:r '1 ,.•. - L. v.. *4 . tl r,�•-
£ 1mocomrneYrca1 fertilizer is used than Lis_;shown "in Table I], then
addit�oriaI acres_; bf land will rbe 'needed: A 3 - 5 'feetwide -permanent
grass fx].ter :strap should 'be seeded along all ditches in -fields .that
receive't animal- waste r �
FdL:�'.•.alst d'it iK ��.EN�z
FADDIT10NAL'yCOMMTS T tj"` ' ''•
- Prepared by: Title AIC KC
Concurred in by: uk Date
Prod er
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• � ���F,� � 0 0 2 0G 10181
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-

,Your waste utilization plan is based on the following:
.TABLE. A. AMOUNT _OF .WASTE .PRODUCED PER YEAR
----- ---.r.},._. ___---------------`-- r---- NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMAL1000 ANIMALS PER YEAR S
2600 WEAN TO FEEDER 400 1040
-------------------------------------------------------------------------
TABLE B. SUMMARY OF CROPS BY FIELD
----------------------------------------------------------------------------
TRACT FIELD I SOIL I ACRES CROP CROPCODE
7471 4 FoA 9 CORN CO.
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
CORN IFOA 1120 IBU 150 0 60 - 80
--------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
k
i
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
7471. 4 CO IRRIGATE SWINE 150 0 MARCH TO DUNE
-----------------------------------------------------------------------------
M00202101818

System Calibration
WATER RECEIVED -
QUALITY SECTION
EEB 2 6 2002
NON -DISCHARGE PERMITTING
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

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

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

Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer I early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
+ Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
+ Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
:7

• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal;
Rate of lagoon sludge buildup can be reduced by:
proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
6

be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
r
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

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

Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact location
of the facility, the location or direction of the movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the seriousness of
the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Farms
b. Contractors Address: P.O. Box 759, Rose Hill, NC 28458
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek_
b. Phone: (910) 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

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

Dry Manure Handling Accumulations of animal (} Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() {provide for adequate drainage around manure stockpiles
(} Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(La r6owner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (✓)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(,")Good judgment and common sense
Animal body Dirty manure ( )Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered
floors
(✓)Slotted floors;
(-')Waterers located over slotted floors;
(-')Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(V)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain Agitation during waste
pipes at lagoon water
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
( )Extend discharge point of pipes
underneath lagoon liquid level
(-')Proper lagoon liquid capacity
(V)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(.')Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
12

Irrigation sprinkler High pressure agitation
nozzles Wind draft
AMOC — November 11, 1996
(V)Irrigate on dry days with little or no wind
(V)Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location I construction of disposal pits
Incinerators Incomplete combustion ( ),Secondary stack burners
Standing water improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule 1 BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment: EBAE 1 28-88NCS U-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
�\) "� A w"-
(Lan owner ignature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
) Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) Any method which in the professional opinion of 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)
14

AREA TO BE SEEDED:
WATER RECEIVED
D
QUALITY S
2 6 20o2
N
NON -DISCHARGE PERMITTING
SEEDING RECOMMENDATIONS
-----------------------
3.0 . ACRES
USE THE SEED MIXTURE INDICATED:
180 LBS. FESCUE GRASS @ 60 L9S . /ACRE
(HEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1; TO.NOVEMBER 30
o LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
- R. LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY --FOR FESCUE)
120 LESS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER i TO MARCH 90
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LEIS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 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 HAHIAGRASSIS SLOWER ;TO ESTABLISH THAN COMMON
,. BERh1UDA GRASS *WHE I ,.USING ;BAH I A, `-I T I S -RECOMMENDED THAT 8
LIDS. !ACHE, OF"COMMON BER UDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS-.IS,ESTABLISHED.
. .
MOQ80129W I

Typical Cross -Section
t. J. S
Pt
1304+0r." EIC.,
K
•
4-7,
Or Aj t L_ 6j.
lope

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Quarter M Farms
P.O. Box 759
R6se Hill, NC 28458
Farm. Operator: Dwight & Joe Sholar
County: Du
Date: . 10/26/93
Page 1
Soil Investigation to Determine Suitability of Proposed Lagoon Site
-------------------------------------
One (1) soil borings was taken on this sif9 by Boyce Boyette, SCS, to determine
if the existing soils would be suitable for embankment material for the lagoon.
The boring was made in the vicinity of the proposed lagoon.
The benchmark elevation of 50.00 feet was used for this site.
The estimated high water table elevation = 42.0 Feet, +1—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. -- 2 Ft. — SM material (silty sand)
2 Ft. — 5 Ft. — SM,SC materials (silty sands; sand —clay mixtures)
5 Ft — 7 Ft — CL material (clays of low to medium plasticity)
7 Ft. — 11 Ft. — CL,SM materials (clays; silty'sands)
Based on the results of these borings, the soils available on this site are suitable
to be used -as embankment material for the lagoon site.

:~ t United states son P. O. Box 277
Department of Conservation Kenansville, NC 28349
�. .Agriculture Service Telephone [phone]
- 1
WASTE MANAGEMENT FACII.ITY SITE EVALUATION
t
GENERAL INFORMATION
i
NAME Ala7iq�� �SoG S�pla r __
-R�� �b� 3aSF
oil
TELEPHONEQI9- g - ? SIZE OF OPERATION,
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 1 a O l)
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO `L
IS SITE AT LEAST 100 FEET FROM A 'BLUE LINE- PERENNIAL. STREAM? YES NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND ? YES NO
_ _ IF YES, HAS PRODUCER COMPLETED All AD-1026 FORM? YES N0�
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERNUNE IF ADDITIONAL PEPM11TS ARE;REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT — VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH•LAND TO PROPERLY LAND APPLY WASTE? YES NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAIN FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION -- VALID ONLY IF SOIL R4VMIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
,. IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
YES X NO
YES-_ x NO•
YES)_ NO QUESTIONABLE
YES NO
SITE'APPROVED YES NO CONDITIONAL <•
C01-M-IE\ I S ,M {PIL
-
M00801291615
AFPIZOV \I, IIASI ) OBE ti[ S'Tr\� il):\l�l1ti VALID 1 OTt (,h DAYS FROM1)ATF: SICNI;!)..'I'I1lS eil'l'1:Uti'r�L
i CI ,�('{ {)`
Thy,oil �on;er4a1ion S@r'!iL f x
3 j S an a,i.n,Y
�:''•� ;L*���r:.-,q�l :..�2.�C�iltuo 11(s:1:\
i

�)US Department of Agriculture NC -CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner ' �- Y County
Location/Tract & Field Number S Acreage
Prepared by
to /6-21- °13
U 1 v
Brief Description of Planned Practice/RMS/Project Measure:
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland included in the planning area: -(References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deeowater Habitats of the U.S.; National Wetlands Inventory Maps;
NFSAM. .
�- No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
- assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc.) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References: 190-GM
410.22;Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they mightoccur;in planning area
Identify on map anydesignated critical habitat
i
M00801291616

3. Is. a. 'designated natural or scenic area included:in. the,planning
area., f'o -- r wi - 11 planned actions impact on an -adjacent natural or
scenic area? (References:, 190!.-GR 410.2.3 and .24).
Yes, if yes,. encourage, landuser, to, consult with. concerned -
agencies;,, socketies, and indi.viduals-- to: arrive at
mutually, satisfaotpry land use and:. treatment.., -
Does! the- plane-ing.: area include., the, 10Q,year- f-1.0-o4- pla-in-:Z-
2 (R f enczes-.­ 1;1CPM.; 19,,Q-Gn, IWD- Flood. Pia -in. maps
);
Xes, - I.E. yea-,
Is: the- assistody action: likely to have: significant
adverse- effects: orx existing: natural and beneficial
values, in, the, floqd-_p.La1nZ
Is, there., a, practical, alternative: outside; the. flood�
Has.. the- flq.od p1ain_ been. used for, agricultural
icultural
production. for- at least, 3. of. the.. -last 5. years?
Is asite. the: planning:
a aw�chpLeoloqi�cza:l or- historical si, - located: in- t
area_?, (References.:. 14CPM;.. 420-GM 401,;- Nati.Qnal. Register- of
H' t :LC, Places)-,
No -
Yes. - it- yes.,, have.. steps, been. takern to ensure- the:
protection: ot, this area?,
6:._ Are.. them any prime, unique,, or- locally important farmlands: in
the. operating. unit?.- (References: 3.10-GM):
No.
Yes - If yes-, identify, on. a soils map. or- leqend.
7;..- Will- the. actidm result- in, sodbustinq.?
No: Yes.
result in. swajipbusting?.
No
I:S--.. - P_ -a 9-. there;'"a controversy?-
r„t
Yes:
i
From. whom?. . CL V%J do &er'j
M00801291617

10. Are permits required?/Should the'person contact permit agencies?
No Yes '
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
D�1� re,5f-%,o +-
4
M00801291618

I
'CERTIFICATION OF ENGINEER
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Dwight & Joe Sholar " a 2,600 Head, Wean to Feeder Farm
are an accurate copy of the work to be.performed on this project.
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculations are based on the guidelines established by the
United States Department'of Agriculture, Soil Conservation Service.
+4 CA
��.
Signature:.
Q
s r:
294 `
Registration No.
Date:
`aaaNaaaa�a
M0080129i6i9

r
CERTIFICATION OF ENGINEER
Theundersigned, an engineer duly registered to practice under the laws of
the_ State of North Carolina, hereby certifies that these plans and calculations
entitled " Dwight & Joe Shofar " a 2,600 Head, Wean to Feeder Farm
are an accurate copy of the work to be performed on this project.
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculations are based on the guidelines established by the
United States Department of Agriculture, Soil Conservation Service.
Signature:
Registration No.
Date:
CA;go
11s:e :
M0080291620

FLO&
POST OFFICE BOX 759 + ROSE HILL, NORTH CAROLINA 2 58
[phone]
October 26, 1993
Mr. Mike Bugg
District Conservationist
USDA-SCS
P. O. Box 277
Kenansville, NC 28349
Re: Dwight & Joe Sholar, 2,600 Head Nursery
Dear Mr. Sugg:
I am enclosing a copy for your use of the project design and site
location for the above 2,600 head nursery.
This project was designed based on the guidelines established by
the SCS office.
The Waste Utilization Plan prepared by Mr. Johnny Lanier, Duplin
County SCS, is included with this design.
Please contact me at (919)-289-2111, ext. 524 if you have comments
and/or questions concerning this package. _
Sincerely,
MURPHY FARMS, I
9ohn R. Le € stey, P.E.
Project Engineer
JRL:smw
Enclosures
cc: Frank Bradshaw, Quarter M Farms
M00801291621

. J
CERTIFICATION OF ENGINEER .
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Dwight &,toe Sholar " a 2,600 Head, Wean to Feeder Farm
are an accurate copy of the work to be.performed on this project
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculations are based on the guidelines established by the
United States Department of Agriculture. Soil Conservation Service.
•sr••ttCQ r►r�i
•
.•....5' lam'
Signature: - o
•
r sQMAL �•
+• i
" 294 r'
Registration No.
Date: !4"
•..pN•�
A. LENFES�.�;
'�$8911115111�t•
M00801291622

l
lix
�[ t
7
r
M00801291623

Operator:DWIGHT JOE SHOLAR County: DUPLIN
bistance to Nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date:
10412/93
ic)00.0
fees:
[j
sows
(farrow to
finish)
\
1417
lbs. =
0
lbs
V
saws
(farrow to
feeder)
522
lbs. =
O
lbs
0
head
(finishing
only)
x
135
lbs. _
0
lbs
0
soars
(farrow to
wean)
x
433
lbs. -
0
lbs
2600
head
(wean to feeder)
>c
30
lbs. =
78000
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 7800O lbs. SSLW ;; Treatme1_1t-Volume(CF)/Ib. SSLW
Treatment Volume(CF)/lb. SSLW= 78000 CF/lb. SSLW
Volume = 79000 cubic feet
^a. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume D cubic feet
4. TOTAL DESIGN VOLUME
Inside .tap length 170.0 feet ; Inside tc-p width 125.0 feet
Top of dike at elevation 50.0 feet
Freeboard 1.3 feet ; Side slopes 3.0 1 (Inside lagoon) _
Total design lagoon liquid level at elevation 48.7 feet
Bottem of lagoon elevation 37.0 feet
Seasonal high water table elevation 42.6.feet -
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SSISIDE2 LENGTH WIDTH DEPTH
3.ci 3.0 3.0 3.0 162.2 117.2 11.70
AREA OF TOP
LENGTH * WIDTH =
162.2 117.2 19010 (AREA OF TOP)
M00801291624
AREA OF BOTTOM
LENGTH. * WIDTH = _
"92.0. -- 47 C� 4324 -EAREA OF ;&OTTOM)
AREA OF MIDSECTION
LENGTH WIDTH 4
127.1 s:82:1 41740 (AREA OF.;.MIDSECTION.*.4)
CU . FT. - [AREA JOP6-r `(4*AREA M I DSECT I ON) - +• "-AREA ' BOTTOM 3 *. DEPTH/6
19009.8,r.._4324.'0 2.
— - -_ a 7•ir:

DRAINAGE AREA:
Lagoon (top of dit--:e)
Length * Width =
170.0 125.0 21250.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 21250.0 square feet
Design temporary storage period ---to be 180 days-.
5A. Vol-ume of waste produced
Rpproximate daily production of manure in CF/LE4 SSLW 0.00136
Volume = 7eoocj Lbs. SSLW * CF of Waste/Lb./Day 180 days
Voluxte = 15094 cubic feet
5B. Volume of wash outer
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircula
the dater are accounted for in 5A.
Volume = 0.0 gallons/day * 184 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet

Volume =. �, 395.8 cubic .feet
)3,2PI
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
TOTAL
6. SUMMARY
Total required volume
19094 cubic feet
0 cubic feet
12396 cubic feet
12-39% cubic feet
13,7_0f
k. 6 cubifeet
+eTffE-36 cubic feet
Total design volume avail.-- 126893 cubic feet
Min. req. treatment volume plus sludge accctmula-tion 79000 cubic
At elev. 45.8 feet ; Volume is 78521 cubic feet (end pumping
I/3j6ty
Total design volume_ less 25yr-24hr storm is i444M7 cubic feet
At elev. `�?`[�{E . feet ; Volume is L48�3"cubic feet (start pumpi
Seasonal high :,cater table elevation, --42.0 -feet
7. - DESIGNED . BY : 7,f,_.,t_ APPROVED B'
DATE : DAT
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
---------------------------------------------------
66 ,
i
a
c-
-
�'l '= M00801291626

0.
OPERATION AND MAINTENANCE FLAN
------------------------------
This lagoon is designed for waste treatment (permanent storagKiWith
min. odor control. The time required for the planned fluid -level to be
reached (permanent + temporary storage) -Say vary due to soil conditions
' flushing operations, and the amount of fresh water added to the system.
The designed h months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years, The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of B inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. 0 maximum elevation is determined in each design to begin
pumping and th_i= _is usually the cutlet invert of pipe(s) from
buildings). if the outlet pipe is not installed on the elev._.:ion to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather-, soils, crap, 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.
M00801291627
The following items are to be carried out:
1, it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
:.2. The attached waste utilization.plan.ghall be followed. .. This
pla►� recommends sampling and testing �`of :waste (see attachment)
before _.land application.
',,3- Begin pump -out of ..the .lagoon whelp fluid level 'eeaches `eleva-: `�
-':tic�n 48.0 as marked day pehmanei�t :marF:e►-. Stop pump -out when `
the fluid level reaches elevation 45.8 or before the fluid depth is
-leAs than 6 feet deep (this prevnts.,,the loss of favorable
:. bacter il). The design. temporary storage" less 25 year st6rm .
it � � . 31490 cubic 'feet or ' 235547 'gall "n"s. As stated before, this
volume mill vary considerably from yea►, -try year.

4: The recommended maximum amount to apply per irrigation -As
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent ta`•the
lagoon mowed annually. Vegetation should be fertilized as -needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon.to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer arou-f7d
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States.. The Department of
Environment, Health, and Natural Resources, Division of Environ—
mental Management, has the responsibi I i':;� .for enforcing this lacy.
t

0
— SPECIFI6ATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
C le i'fid
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (34 and stockpiled for use on dike and pad
slopes (2-3"). The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cyst -off Trench:
---------------
A cut --cuff trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfiil areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prier approval of the SCS. Earthfill shall be placed in
max. of b" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-_foot roller during
placement. The embankment of the lagoon shall be instal led -using
the move impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie--CL,SC,CH). Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetatiehi ..
------------
All expolI 1mban Ant and other bare constructed areas"shall--beJ
seeded to the planned 'type of vegetation as soon as possible after
construction -according to seeding specifications sheet.
ti`j M00801291629

U. 5. DEPARTMENT OF AGRICULTURE
5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DISTRICT.
DATE COUNTY
S_ C. & PHOTO S11EET no. WORK UNIT
WATERS HED AREA MEASUREMENTS
CROPLAND —ACRES PASTURE—ACRF-S
WOODLkND' —ACOXS TOTAL' ACREJ'
SKE7MH OF PROPOSEWPOND SHOWING WHFRE: BORINGS WERE MADE (Approx. scale In --feet)
Locato r&crmce Point. -in ewnter Sne of dam &nd ldmtify an skeech.
MENEM
NNUMMUffisul
MI
100
ININEMENNENNUE
'ELM
NEEMENIENNEENIN
MEN
IMMUMMUMM
Ems
MEMENOM
MMOMISIM
M1101010
NEI
I
No
ARE
INEMENE
1110
No
MINEEMENEEN
01010010100001100
ININEEMENEEM
1101
EMENIESEEMENIN
ARE
MOMMIMMIM;
����;��;en
i
�lei�l�I��f��■i■i■i�Irl�I�l■
MMEME
EMS
IMIMIMINNIMINIM
11
0
NIS
M i
M11SMW630
.130RINGS MADF, 1y S16NA"TU"RE & T='-�z

WASTE UTILIZATION -PLAN
FOR t
Dwight Sholar
Rte. 2, Box 325-F
Wallace NC ' 28466
October 21, 1993
Your animal waste utilization plan has been specifically
developed for your 2600 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
of the waste and to ensure that' it is applied in an environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the'nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. .Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of_the-nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting..
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply .the animal waste are based on
typical nutrient content for -this type of facility. Annual
acreage requirements maybe _more or less depending on the
' specific -waste analyu sis"report for yor.facility at the time
of irrigation. -...
y M00801291631

The acres, crops, and application method shown in the preceding tables will
'accommodate approximately 2812.5 animals of the .type shown in Table A.
If more -commercial--fertilizer is used than is shown in Table D, then
�Aditional acres of land will be needed. A 3 - 15 feet wide permanent
ss filter strip should be seeded along all ditches in fields that
receive animal waste.
:ADD I T I ONAL COMMENTS
Prepared by: Title /) G KG:S
Concurred in by: Date J- -2 ,3
- Prod er - ..
MOQg07291632

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
--NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
2600 WEAN TO FEEDER 400 1040
-------------------------------------------------------------------------
TABLE B. SUMMARY OF CROPS BY FIELD
TRACT FIELD SOIL ACRES CROP 1CROPCODE1
7471 4 FoA 9 CORN CO
----------------------------------------------------------------------------
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
--------------_---------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL-K
___j
J
.-_CORN FoA 1120 BU 150 0 60 - 80
----------------------------------------------------------__---------
- Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
7471 4 CO IRRIGATE SWINE 150 0 MARCH TO JUNE

xi
MELEFF.
IN

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am 13.0 - � -+ i
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' ' � u � - lam^- _ � �, - 4 �- �'f _-� + — - ~• 14 `
14.5
el
:1 Of ars . Oak 7hle
-. Crossioad5 L ChP 1, : /%�
BM
30
BM% 2r.3 jo
�r •ITT —'� \ .�4$ m` \�-1f �,.�9
(PIN HOOK) ?43 x / " V
scs3 rI N£ 44 4730- 145 A:'L H/L[ r3 Xm t '46 • „rc� o�_aeo�aee.a
SCALE 1:24 000 147
-= KI1OhtETERs 1 2 ROAD CL
'M� 100o Primary highway,
".MILES Y $ 1 hard surface____—.
4000 soon 90D0 10000 Secondary highway.
_ hard surface----..—.
)t 4 EFM 2 METERS : Interstate Route
:G s� VERTICAL DATUM OF 1929
IOI+�S-SHOw1YTO-TIiE NEAREST 0.1 METER N.0
3NS SHOWN'T.D Tait NEMFST 0.5 METER •
QUADRANGLE LOCATION
NITH,NATIONAL. MAP ACCURACY STANDARDS
)LOGICAL -SURVEY. RESTON,_VIRGINIA 22092 _ ''n� `�+-1u �L -"'',• ``:il'1�
APHIC MAPS AND SYMBOLS 15 AVAILABLE ON REQUEST IN MEfEf-,S
M00801291636

M00801291637
PTN HOOK QUADRANGL
NORTH CAROLINA
7.5 1::\UTE SERIES {TOPOGRA
47'30' 145 NE-4-- --Aw 15' OifkDRA�G-E
r" :;.cvvf: .p .A: '46 2 370 000 FEET' '41
'41
..Pin Hook
19�
so , Oak
Gem,1877
BM
r
KA
19.
1 EFINITE BOUNDARY -� r / �DUPLIN CO
_
PEN
a.
`�- Ir
It
12.1
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�� [ - � � ��- �+-'�`_=� 4 - t- �• ,� �` a��d- #� -� � � .w ram_ �- �� � _,
- -a`- -
- v s�
- - - - - _ -

Manure from Pits
PSWCD 1
LIVESTOCK WASTE SAMPLING, ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES
I. SAMPLE COLLECTION
A. Liquid Manure Slurry
1. Under -slotted -floor pit
a. Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g., by placing one's thumb
over the end of the conduit).
b. With both ends of th_e.conduit open, extend -it into the manure
to the pit floor. -
c. Seal the upper end of'the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thorou.941y mix this slurry and empty approximately 1/2 pint
into sample container.
2. Exterior storage basin or tank -
a.__Make sure the manure has been well mixed or homogenized with a
liquid manure chopper -agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agit'a�or pump, or from the manure spreader and place -in a bucket.
c. Thoroughly mix and empty 1/2 pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
A.
Place the sample for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be'placed in a sealed plastic bag such as a freezer bag.
B.
The sample should be refrigerated, iced or cooled, if possible, or -trans-
ferred to the lab immediately.
C.
Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D......If
mailed, -sample„ container.should first be protected with a packing material
such'as newspaper, Bien boxed or packaged with wrapping paper and taped.
- E.
-The'- NCDA Plant Analysts_Cah provides this service for a nominal fee of
per"s�mple which should be :forwarded along with the sample.
i
"� M00801291639

PSWCD I
l.--Address: N. C. Department of Agriculture
Plant Analysis Lab'
Agronomic Division
Blue Ridge Road Center
Ralei h, NC--27611
�"Oh: '?919) 733-2655
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be. performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen (NH N)
3. Total phosphorus .(TP3
4. Potassium .(K)
Dry litter samples should also include a total solids (TS). analysis.
G. Other analyses performed at no extra cost by NCDA include trace mineral.s.,
I
MOO8Oi29i640

Lagoon Liquid
PSWCD 2
I. SAMPLE COLLECTION
B.-Lagoon Liquid
Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from --the bank edge.
-- — -
c.`: Brush away any floating scum or debris so it -is not collected
with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container. - -
3. From a multi -stage lagoon system collect sample from lagoon that
is going to be irrigated from.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed:: The containeh,should be rinsed clean with water and free
of•any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can -also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then.boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of
$:4 per sample which should be forwarded along with the sample.
1. Address: N. C. Department of Agriculture
Plant Analysis.Lab
.Agronomic Division:
Blue Ridge :Road 'Center
Raleigh; ;'NC. ` !7611
�,;� (9] 9) 31 2655
`Campbell
M00801291641

PSWCD 2
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen NH N)
3. Total..p4osphorus NH
I
4.' Potaii . f6m -' ' ' (K)'
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.
N
M00801291642

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
October 26, 1993
Mr. Dwight Sholar
Rt. 2, Box 325F
Wallace, NC 28466
Re: Dwight & Joe Sholar, 2,600 Head Nursery
Dear Mr. Sholar:-
I am enclosing a copy for your use of the project design and site
location for the above 2,600 head nursery.
This project was designed based on the guidelines established by
' the SCS office. --
The Waste Utilization Plan prepared by Mr. Johnny Lanier, Duplin
County SCS, is included with this design.
Please contact me at (919)-289-2111, ext. 524 if you have comments
and/or questions concerning this package.
Sincerely,
MURPHY FARMS, INC.
John R. Len este , P.E.
Project Engineer
JRL: smw
Enclosures
cc: Frank Bradshaw, Quarter M Farms
M00801291643

Quarter 4 Farms
P.O. Box 759
Rose Hill, NC 28458
;'hone: 919-289-2111
Calculations By: Frank Bradshaw
Date: 10/26/93
Farm Operator: Dwight & Joe Sholar
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
0
Sows (farrow to feeder) =
0
Head (finishing only) =
0
Sows (farrow to wean)=
0
Head (wean to feeder) =
2,600
_Seasonal high water table elevation
Storage Volume for sludge accumulation =
Treatment volume (Min. = 1 CF/Lb) _
Inside top length of dike =
._Inside top width of dike =
fop of Dike Elevation =
'Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent. Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 19,094 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 12,396• CF
Rainfall / 25 Yr Storm = 13,281 - CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Minimum Volume for permanent storage =
Permanent storage volume is
1000.0 Feet
42.0
Feet
0.0
Cu. Ft. (As Per Owner's Request)
- 1.0
_CF/Lb
170.00
Feet
125.00
Feet
50.00
Feet
37.00
Feet
1.30
Feet
3.0
: 1
7.50
Inches
7.00
Inches
8.80
Feet
78,000 Cubic Feet
44,771
Cubic Feet
122,771
Cubic Feet
126,893
Cubic Feet M00801291644
48,372
Cubic Feet
112,216 CF @ 47.90 Feet
113,612 Cubic Feet
78,521 CF @ 45.80 Feet
greater than Mimimum treatment
volume for livestock

Quarter M Farms
Farm Operator: Dwight & Joe Sholar
Date: 10/26/93
}
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish)
X
1417
Lbs. =
0
sows (farrow to feeder)
X
522
Lbs. =
0
head (finishing only)
X
135
Lbs. =
0
sows (farrow to wean)
X
433
Lbs. =
2600
head (wean to feeder)
X
30
Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 Lbs.
0 Lbs.
0 Lbs.
0 Lbs.
78,000 Lbs.
78,000 Lbs.
Page 2
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume =
78,000 Cubic Feet
r ,3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
0.0 Cu. Ft. (As Per Owner's Request)
4. TOTAL DESIGN VOLUME
Inside top length of dike =
-170.00
Feet
Inside top width of dike =
125.00
Feet
Top of Dike Elevation =
50.00
Feet
Bottom of lagoon elevation =
37.00
Feet
Freeboard depth of dike =
1.3
Feet
Side slopes on dike =
3.0
: 1
Total design lagoon liquid level elevation =
48.70
Feet
Total design liquid level depth =
11.70
Feet
Determine total design volume using prismoidal
formula:
SS 1 End1 = 3.0 Feet
SS 1 Sidei =
SS / End2 = 3.0 Feet
SS 1 Side 2 w
#iside Dike Length @ Design Liquid Level = 162.20 Feet
Inside Dike Width @ Design Liquid Level = 117.20 Feet
3.0 Feet
3.0 Feet
M00801291645

Quarter M Farms
Farm Operator: Dwight & Joe Shofar
,Date: 10/26/93
VOLUME CALCULATIONS (continued):
Area of Top =
Area of Top =
Area of Top =
Area of Bottom =
Area of Bottom =
Area of Bottom =
Area of Midsection =
Area of Midsection =
Area of Midsection =
Inside dike length(top) * Inside dike width(top)
162.20 * 117.20
19,010 Square Feet
Inside dike length(bottom)
92.00 *
4,324 Square Feet
Page 3
* Inside dike width(bottom)
47.00
Inside dike length(mid) * Inside dike width(mid)
127.10 * 82.10
10,435 Square Feet
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 65,073 * 1.95
Total design volume = 126,893 Cubic Feet _ -
r 'r
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 47.90 Feet
Area of Top
Area of Bottom =
Area of Midsection- =
17,692 Square Feet
4,324 Square Feet
9,939 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 61,770 * 1.82
Volume @Start Pump = 112,216 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 45.80 Feet
Area of Top =
Area of Bottom =
Area of Midsection
14,451 Square Feet
4,324 Square Feet
8,691 Square Feet
Volume @ End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
jolume @ End Pump = 53,537 1.47
—'Volume @ End Pump = 78,521 Cubic Feet
M00801291646

Quarter M Farms
Farm Operator: Dwight & Joe Sholar
Date: 10/26/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.80 Feet
Area of Top = 14,451 Square Feet
Area of Bottom = 4,324 Square Feet
Area of Midsection = 8,691 Square Feet
Page 4
Permanent Volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 53,537 * 1.47
Permanent Volume = 78,521 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 170.00 125.00
Area of Lagoon = 21,250 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square -Feet -
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 21,250 + 0
Design Drainage Area = 21,250 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = 78,000 * 0.00136 180
jolume of Waste = 19,094 Cubic Feet
M00801291647

Quarter M Farms
Farm Operator: Dwight & Joe Sholar
..Date: 10/26/93
i
`TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Page 5
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7.0 Inches
--Vol. of Excess Rainfall = Design Area * Rainfall Amount
Yol. of Excess Rainfall = 21,250 * 7.0
Vol. of Excess Rainfall = 12,396 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount -
Vol. of Storm Rainfall = 21,250 * 7.5
Vol. of Storm -Rainfall = - 13,281 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. _
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME =
19,094
Cubic Feet
0
Cubic Feet
12,396
Cubic Feet
13,281
Cubic Feet
44,771 Cubic Feet
M00801291648

Quarter M Farms Page 6
Farm Operator. Dwight & Joe Shofar
..Pate: 10/26/93
6. SUMMARY
Minimum treatment volume — livestock =
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
MOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
Frank Bradshaw
10/26/93
78,000
Cubic Feet
44,771
Cubic Feet
122,771
Cubic Feet
126,893
Cubic Feet
48,372
Cubic Feet
47.90 Feet
112,216 Cubic Feet
113,612 Cubic Feet
45.80 Feet
78,521 Cubic Feet
45.80 Feet - - -
78,521 Cubic Feet
123,293 Cubic Feet
45.80 Feet is
42.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
above
M0050j291649

MORPHY PARKS,, INC.
i
INTEROFFICE MEMO
Ref. No. 9311
TO: Frank Bradshaw - Quarter M Farms
FROM: John Lenfest
DATE: October 26, 1 93
REF: Dwight & Joe Sholar, 2,600 Head Nursery
Charles Brinkley, 3,672 Head Feeder to Finish Farm
I have enclosed copies of the SCS design packages for these farms
for your use.
The following changes were made to your original designs:
Dwight & Joe Sholar, 2,600 Head Nursery
1. The 25 year - 24 hour rainfall for Duplin County is 7.50
inches. When this change is made in -the volume
calculations, the required temporary storage volume, the
total required volume and the total design volume less
the 25 year-24 hour rainfall were changed to show the
correct value of 7.50 inches.
2. It was also necessary to lower the start pumping
elevation from 48.00 feet to 47.90 feet because of the
increased amount of the 25 year - 24 hour rainfall.
Charles Brinkley, 3,672 Feeder to Finish Farm.
1. The 25 year - 24 hour rainfall for Duplin County is 7.50
inches. When this change is made in the volume
calculations, the required temporary storage volume, the
total required volume and the total design volume less
the 25 year-24 hour rainfall were changed to show the
correct value of 7.50 inches.
These changes were made on all copies of these packages.
Please contact me at Ext. 524 ifyou have any questions concerning
these changes.
M00801291650

•
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 1 Dl 3 �S ' %0
EMERGENCY MANAGEMENT SERVICES (EMS) (cl to 2G 1. - D1, O
SOIL AND WATER CONSERVATION DISTRICT (SWCD) �4011t�-�13
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES) L( [10) aqU -q"3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump-
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
WATER QUALITY SECTION
I
l MnR 12 21002
NON -DISCHARGE PERMITTING
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible aciion:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

3
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future'rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact location
of the facility, the location or direction of the movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the seriousness of
the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number_
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Munghy Family Farms -
b. Contractors Address: P.O. Box 769 Rose Hill NC 28458
c . Contractors Phorre: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: 910 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
RECEIVED
WATER QUALITY SECTION
MAR 12 2002
NON -DISCHARGE PERMITTING
9

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available- moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 110 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

•,• .M-r^k-:tea:+
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

r• '
L
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page 7

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dwight Sholar
Sholar #3
585 Lighthouse Rd
Wallace NC 28466
Dear Dwight Sholar:
1 ?W'A
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 4, 2002
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Sholar #3
Facility Number 31-304
Duplin County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Dean Hunkele on 1 ] /21 /00 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Dean Hunkele the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Dean Hunkele at [phone]. If within 90 days you
are unable to provide Dean Hunkele with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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

•1
Name of Facility:
Owner(s) Name:
Mailing Address:
Wettable Acres Determination Certification
Facility Number: -
Phone No:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature: Date:
Technical Specialist Name:
Technical Specialist Signature: Date
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Marvin & Jimmy Knowles
KW7 & KW8 / J&K Farms
1093 Cornwallis Road
Teachy NC 28464
Dear Marvin & Jimmy Knowles:
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 4, 2002
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
KW7 & KW8 / J&K Farms
Facility Number 31-352
Duplin County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Stoney Mathis on 11 /21 /00 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X"_
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Stoney Mathis the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Stoney Mathis, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Stoney Mathis at [phone]. If within 90 days you
are unable to provide Stoney Mathis with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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

Wettable Acres Determination Certification
Name of Facility: Facility Number: -.
Owner(s) N
Mailing Address:
Phone No:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature: Date:
Technical Specialist Name:
Technical Specialist Signature: Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn. Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTH71ED MAIL
RETURN RECEIPT REQUESTED
Dwight Sholar
Sholar #3
585 Lighthouse Rd
Wallace NC 28466
Dear Dwight Sholar:
APR 17 2001
Raw
April 6, 2001
W, •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Sholar #3
Facility Number 31-304
Duplin County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Dean HunkeIe on 1 1 /21 /00 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Dean Hunkele the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Dean Hunkele at [phone]. If within 90 days you
are unable to provide Dean Hunkele with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Afrirmative Action Employer 50% recycle&10% post -consumer paper

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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality - -�
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director��__
December 13, 2000
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Dwight Sholar
Sholar #3
585 Lighthouse Rd
Wallace NC 28466
Farm Number: 31 - 304
Dear Dwight Sholar:
1,1k?Z1WWA
17 • • "A
NCDENR
NORTH CAROLINA DEPARTMENT OF ._
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that Sholar #3, in accordance with G.S. 143-215. IOC, must apply for coverage under an
Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixt�(60) days to submit the attached
application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session
1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corredtions as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should he sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call Theresa Nartea at [phone] extension 375 or
Stoney Matthis with the Wilmington Regional Office at [phone].
./erely,
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Rn-istd Apri120, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number �3 \ Operation is flagged for a wettable
Farm Name:- k q --�\ —_- acre determination due to failure of
On -Site Representative: `�cre- _ Part 11 eligibility item(s) F1 d F3
InspectorlReviewer's Name: k�"&
Date of site visit:
Date of most recent WUP: OQ
Annual farm PAN deficit: �69- pounds
Operation not required to secure WA
determination at this time based on
exemption El E2 E3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
1 igation Systems) � circle #:.. bard -Bose traveler, 2. center. -pivot system; 3. linear -move system;
statiohary.sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportable pipe;
6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
El Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and 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 111. (NOTE:'76 % exemption cannot be
applied to farms that rail the eligibility checklist in Part H. Complete eligibility
checklist, Part 11 - F1 F2 F3, before completing computational table in Part Ili).
PART 11. -75% Rule.Eligibility Checklist and .Documentation of WA Determination
Requirements. WA Determination .required .because_ operation Tails :one of the eliajbiiity
requirements listed _below:
_ F1 Lack pfzcreage_which-resulted in:over,-3pplicaiion-nr"-wasieviater=(PAN) onspray_
fields):@ccoraingiolarm'sJasttwoyearsm)n' iga'ion7ecords.-
F2 Unclear,- iegible, fir lack of iniormationfmap.
F3 Obvious -field -limitations-(numerous itches;daiiurB:to,deductTequired:.__-
bufrerlsetbackdcreage;.mr25%:ofmotal:.acreage.identindd:in �AWi11 FOncludes� _
smalls irregularly-shapedfields��lelds Jess than 5:acresTor..:fravelersmr.iess-than
2 acres -for-stationary sprinklers).
JF4 WA determination required because CAWMP creditsfeld(s)'s acreage -in excess
of 75% of the respective yield's total acreage as noted in table in Part Ill.

Rcviscd April 20, 1999
Facility Number -
Part 111. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
I
FIELD
TYPE OF
TOTAL
I 1
CAWMP
FIELD
I
COMMEHTS3
k
L k IIIRE""
►r1iwanrr-bl2
IRRIGATION
we+flr7c+
wnar_r%
of
and type of irrication-system.- If pulls, etc. cross -more -than one field, in SDectorlreviewer will have to combine fields to
calculate 75% field by field determination ior exemption; -otherwise operation will be subject to WA determination.
cI=—LD NUM$�_Rz - must be clearly delineated on -map.
COMMENTS' - back-up fields with CAWMP acFeage_exceeding75% of its totaLacres and havina-recsived less than 50%
of its annual PAN as documented inthe ;eam'sprevious-two years' (1997 & 1298) of irrigation -records, -'cannot serve -as -the
sole bas:s-for requiring a WA Determ_ination.-LBack-up fields -must -be -noted in the -comment se--bo nznd musi-be accessible
by irrigation system.
mart IV. Pending WA'Determinations -
D'
Plan :lacks -.following :information:
P2 Plan Tevision may.-satisfy-75% rule based on adequate overall PAN dericit-and by
adjusting -all field -acreage -to below 75% use rate _
P3 Other (iefin process of installing new irrigation system):

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
,lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Dwight Shofar
Shofar #3
585 Lighthouse Rd
Wallace NC 28466
Dear Dwight Shofar:
4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-304
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRI, IRR2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLDI, 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
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
February 24, 1998
Cer6fied:A ' -#-Z"312 650 290
Return Receipt Requested
Dwight Sholar
Sholar Farm #3
585 Lighthouse Road
Wallace, NC 28466
�f
FqCDENR
NORTH CARouNA DEPARTMENT of
ENVIRONMENT AND NATURAL RmouRCFS
Subject: SECOND NOTICE OF DEFICIENCY
Sholar Farm #3
Facility Number: 31-304
Duplin County
Dear Mr. Sholar:
On February 18, 1998, staff from the Wilmington Regional Office of the Division of
Water Quality inspected your animal operation and the lagoon(s) serving this operation. It was
observed that the lagoon had insufficient freeboard. In addition, an excess of 87.4 lbs/ac of
nitrogen had been applied to spray field #5 beyond that allowed in your Certified Animal Waste
Management Plan. On July 3, 1997, a Notice of Deficiency was issued based on a July 2, 1997
inspection by the Wilmington Regional Office of the Division of Water Quality. At that time it
was observed that there was erosion on the inner dike wall of the lagoon.
Insufficient freeboard and excessive nitrogen application are violations of your Certified
Animal Waste Management Plan (CAWMP), and subsequent infractions may result in a Notice
of Violation and include a civil penalty. The level of your waste lagoon must be lowered and
maintained and proper records should be kept in accordance with the NRCS guidelines and the
state 2H .0200 rules governing animal waste management systems. Nitrogen should be applied
at agronomic rates as designated by the CAWMP. We suggest that you contact your service
company, local NRCS or Soil and Water District office for any assistance they may be able to
provide to correct the situation..
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Z 312 650 290
u5 Postal Service
Receipt for Certified Mail
No Insurance Coverage Provided
Do not use for Int matio al Mail See reverse
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Dwight Sholar
February 24, 1998
Page 2.
To remain a deemed permitted facility, you must notify this office in writing within seven
(7) days of the receipt of this notice, what actions will be taken to comply with your waste
management plan. Failure to do so may result in the facility losing it's deemed permitted status,
requiring it to obtain an individual non discharge permit.
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 Department of Environment, Health and
Natural Resources has the authority to levy a civil penalty of not more than $10,000 per day per
violation.
When the required corrective actions are complete, please notify this office in writing at
the address below. If you have any questions concerning this matter, please call David Holsinger,
Andy Hemnnger or Brian Wrenn at 910-395-3900.
Sincerely,
1/-,-- A
L -
Brian L. Wrenn
Environmental Specialist
cc: Harold Jones, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Dr. Garth Boyd, Murphy Family Farms
Operations Branch
NjIm. n own -Files
S:1W QSIBRIANWIDEFIDUPLM31-3o4-2.DEF

RECEIVED
MAR 1 1998
BY: `o - q
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Y1 u hl -3 3 e
Y' d Ce ,S O rG(
walso -rsX y-!te er-a5 vi u-
Y
3{- SC4

RECEIVED
MAR 1998
BY:
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� w � l � a�s o �? x y-�.e ero�� d n a- ►� toss � j�n
ke b e-
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T- 304f31-105-

State of North Carolina RECEIVED Noy 0 7 1991
Department of Environment
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Soil & Water Conservation
November 5, 1997
Mr. Dwight Sholar
Mr. Joe Sholar
1440 Deep Bottom Road
Wallace, NC 28466
SUBJECT: Operation Review Notice of Referral
Sholar #3, Facility Numberc31=304
Duplin County
Dear Gentlemen,
1••
F4CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REwSOURCE5
On October 28, 1997, an Operation Review was conducted of Sholar #3 Farm, facility
number 31-304. This Review, undertaken in accordance with G.S. 143-215.1 OD, is one
of two visits scheduled for all registered livestock operations during the 1997 calendar
year.
During the Review, over application of nitrogen on field #5 was documented on the IRR
2 form. It is for this reason that your operation was referred to the Division of Water
Quality for further investigation and possible enforcement action. G.S. 143-215.1 OE
requires me to notify Division of Water Quality and the owner/operator of this observed
violation.
I discussed the over application concerns with your consultantrMr.�eoKenndyofGe
Agriment Services Inc., by phone on October 30 and 31, 1997. Since the Review, Mr.
Kennedy has recalculated the IRR 2 form for field #5 resulting in an-over-application-of.3
[nifroger by 8.7. 43pounds per acre versus the original 147 pounds per acre discovered
during the Review.
No waste is to be applied to field #5 for the remainder of this cropping cycle, and 87.4
pounds per acre is to be deducted from the next cropping cycle. Please review the
enclosed report for facility number 31-304, particularly the comment section on pages 2
and 3 for additional comments, concerns and recommendations.
Also enclosed is the Review report for the Joe & Dwight Sholar Farm, facility number
31-65. Again, please note the comment section on page 2 for additional comments,
concerns and recommendations.
943 Washington Square Mall, Washington, North Carolina 27889-3532 Telephone 919194&6481 FAX [phone]
n Equal Opportunity Affirmative Action Employer

Mr. Dwight Sholar
Mr. Joe Sholar
November 5, 1997
Page 2
In order for your facility to be in compliance with environmental regulations, animal
waste cannot be discharged into the waters of the State, and the animal waste
collection, treatment, storage and disposal systems must be properly sized, maintained
and operated under the responsible charge of a certified operator.
The Division of Soil and Water Conservation appreciates your cooperation with this
Operation Review. Please do not hesitate to call me at 919/946-6481 extension 314 if
you have any questions, concerns or- need additional information.
Sincerely,
?at C#orpet,
Pat Hooper
Environmental Engineer I
cc: Duplin Soil and Water Conservation District
Brian Wrenn, Division of Water Quality
Geno Kennedy, Agriment Services Inc.
Buck Avery, Murphy Family Farms

a tnvtston of aou anu w atej
p Division of Water Quality
0
19 xouiine p t,omptarnz p roitow-up of zrwtr inspection p rc
Facility Number
p Registered N Certified p Applied for Permit p Permitted
Date of Inspection
Time of inspection ® 24 hr. (hh:mm)
p Not Operational I Date Last Operated:
Farm Name: Sholar-0.......................................................................................................... County: Duplin WiRO
Owner Name: DWight.Sholar.................... Jae.Shalar................................................ Phone No: 28-5-2Q74 ...................................................................
Facility Contact: Dwighl.Sholar................................................Title: Owner ................................................. Phone No: 9.lD 85-20.7.,.t.................----
Mailing Address: 1440.Ile. p.Bo tomRttad................................... ..........---......... W.allacr—AC ........................................................... 2846ct..............
Onsite Representative: Dmight.Sho r........................................................................... Integrator: Murplty-Family.Farms.....................................
Certified Operator:dne.0. ..................................... Sholzir ............................................... Operator Certification Number: 1.7982 .............................
Location of Farm:
Latitude Longitude CTf�• ®' ®u
n_ - urren - esz n urren -_- esi n urren
® ean to Feeder
E3 Feeder to FEis
p Farrow to Wean
p Farrow to Feeder
p Farrow to -Finish
p Gilts
p Boars
p Other
�- .Total
General
1. Are there any buffers that need maintenance/improvement? p Yes N No
2. Is any discharge observed from any part of the operation? p Yes ® No
Discharge originated at: p Lagoon p Spray Field p Other
a. If discharge is observed, was the conveyance man-made? p Yes N No
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ) p Yes ® No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) p Yes ® No
3. Is there evidence of past discharge from any part of the operation? p Yes ® No
4. Were there any adverse impacts to the waters of the State other than from a discharge? p Yes ® No
5. Does any part of the waste management system (other than lagoons/holding ponds) require p Yes ® No
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design? p Yes ® No
7. Did the facility fail to have a certified operator in responsible charge? p Yes ® No
7/25/97

Facility Number: 31_311�
S. Are there lagoons or storage ponds on site which need to be properly closed?
p Yes
® No
Structures (LaQoons,Holding Ponds, Flush Pits, etc.)
9. Is storage capacity (freeboard plus storm storage) less than adequate?
p Yes
® No
Structure 1 Structure 2 Structure 3 Structure 4— Structure 5
Structure
6
Identifier:........................................... .............................................................•.........................
...................................
Freeboard (ft): 3.0
10. Is seepage observed from any of the structures?
p Yes
® No
I t . Is erosion, or any other threats to the integrity of any of the structures observed?
p Yes
N No
12. Do any of the structures need maintenance/improvement? —
N Yes
p No
(If any of questions 9-12 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers?
p Yes
H No
Waste Application
14. Is there physical evidence of over application?
H Yes
(3 No
(If in excess of WMP, or runoff entering waters of the State, notify DWQ)
15. Crop type .......... Mabaa f. ms.0my)................................................................................................. ...........
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
H Yes
p No
17. Does the facility have a lack of adequate acreage for land application?
p Yes
® No
18. Does the receiving crop need improvement?
H Yes
p No
19. Is there a lack of available waste application equipment?
p Yes
N No
20. Does facility require a follow-up visit by same agency?
p Yes
N No
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
p Yes
N No
22. Does record keeping need improvement?
H Yes
p No
For Certified or Permitted Facilities Only
23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
[3 Yes
®No
24. Were any additional problems noted which cause noncompliance of the Certified AWMP?
p Yes
®No
25. Were any additional problems noted which cause noncompliance of the Permit?
p Yes
p No
Q .. o wia tlons. or rcrencies-were.note wring this v1siV . on wx .rerelve nofurther.* .
corxe's�oAderie� about X�IiS•Y�s��:. ,. ... ....
.... .... .....
Reviewer/Inspector Name Pat caper
Reviewer/]nspector Signature: ?6d 41 _ Date: ��� r _,

[!adfffify Number: 3E_304 Date of inspection f87�3�

t-w Division of Soil and Water Conservation p
p Quality
Division of Water uali
Agency
IS mounne p trompiamt p rouow-up of uwq inspection p rottow-up of uwwu review p vtner 1
Date of Inspection CT6
Facility Nnmber
Time of Inspection ® 24 hr. (hh:mm)
p Registered ■ Certified p Applied for Permit 0 Permitted 113 Not Operateona Date Last Operated:
Farm Name: .Ioe.&.JDw*ht.S wIar.Farm.J&2........................ ............................ County: Duplin WIRO
Owner Name: Dwight.Shofar.................... Jfle.sholar ................................................ Phone No: 9.11-285-.20.4 ..........................................................
Facility Contact: Dwight.Shofar................................................Title: owtier..... ............... .... ......................... Phone No: 9.19.t285-20.74 .......................
Mailing Address: 1440.J)a4x lloUam..Rnad.................................................................. WY3112CCL.HC........................................................... 2846.6 ..............
Onsite Representative: D.rxightShofax:........................................................................... Integrator: MacpxIty-Family.Farms.....................................
Certified Operator: DwigbLUL............................ Shofar................................................ Operator Certification Number: 1.7.981.............................
Location of Farm:
IV
Latitude ®0®4 ©66 Longitude ©• ©4 ©"
-..:Swine
esigncurrent— ;_ Uesign urren -- uesign urren
rCapacity, ' Population l sultry Capacity.. Population _ . Cattle Capacity Population
® Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
p Farrow to Feeder
p Farrow to Finish
p Gilts
p Boars
General
1. Are there any buffers that need maintenance/improvement? p Yes ® No
2. Is any discharge observed from any part of the operation? - ❑ Yes N No
Discharge originated at: p Lagoon p Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ElYes ® No
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ) 13 Yes N No
c. If discharge is observed, what is the estimated flow in gaUmin?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) p Yes ® No
3. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
4. Were there any adverse impacts to the waters of the State other than from a discharge? ❑ Yes ® No
5. Does any part of the waste management system (other than lagoons/holding ponds) require ❑ Yes ® No
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ElYes ® No
7. Did the facility fail to have a certified operator in responsible charge? ❑ Yes ® No
7125/97

acl ity Number: 3I _65
8. Are there lagoons or storage ponds on site which need to be properly closed?
Structures (Lagoon s,HoldinQ Ponds, Flush Pits, etch
9. Is storage capacity (freeboard plus storm storage) less than adequate?
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5
Identifier: ...Near.=Urance.......Bacicstrncture................................. ......
Freeboard (ft): 3.5 2.1
10. Is seepage observed from any of the structures?
11. Is erosion, or any other threats to the integrity of any of the structures observed?
12. Do any of the structures need maintenance/improvement?
(If any of questions 9-12 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers?
Waste Application -
14. Is there physical evidence of over application?
(If in excess of WMP, or runoff entering waters of the State, notify DWQ)
15. Crop type Cnastal.Bnrxttuda.(hay.�............. Small.Grain.O.uetseed....... ..................... .............................................
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
17. Does the facility have a lack of adequate acreage for land application?
18. Does the receiving crop need improvement?
19. Is there a lack of available waste application equipment?
20. Does facility require a follow-up visit by same agency?
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
22. Does record keeping need improvement?
For Certified or Permitted Facilities Only
23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
24. Were any additional problems noted which cause noncompliance of the Certified AWMP?
25. Were any additional problems noted which cause noncompliance of the Permit?
p Yes ® No
p Yes ® No
Structure 6
p Yes
N No
p Yes
N No
_® Yes
p No
p Yes
® No
p Yes
N No
...........................................
p Yes
® No
p Yes
R No
q .. ov q ons.or enencses•were.note uring t. is nisi . , You will.receive no further.,
OrrespoAih*� �Wtit X�IiS'YiSi�: .. : ' .
N Yes p No
p Yes ® No
p Yes ® No
p Yes H No
® Yes p No
p Yes N No
p Yes ® No
® Yes p No
Reviewer/Inspector Name !Ps
Reviewer/Inspector Signature
Date: It_/,f19 2

LREETATEDD ?— it
J U L 14 1997
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Secretary
July 3, 1997
ar, _ . 346
Return Receipt Request
Dwight Sholar
Sholar Farm #3
585 Lighthouse Road
Wallace, NC 28466
Subject: NOTICE OF DEFICIENCY
Sholar Farm #3
Facility Number: 31-304
Duplin County
Dear Mr. Sholar:
On July 2, 1997 Staff from the Wilmington Regional Office of. the Division of Water Quality,
inspected your animal operation and the lagoon(s) serving this operation. It was observed that some erosion
of the clay liner has occurred on the lagoon. A large cut was observed on the inner dike wall of the lagoon
around the inlet pipe from the hog house. It is our concern that this cut may become deep enough to cut
through the liner material and sacrifice the integrity of the structure.
As discussed at the time of the inspection, the inlet pipe should be extended further into the lagoon,
and the cut should be filled with a suitable clay material, compacted and reseeded with an appropriate
vegetative cover. In addition, bare spots on the lagoon wall should be reseeded. We suggest that you
contact your service company, local NRCS or Soil and Water District office for any assistance they may
be able to provide to correct the situation.
To remain a deemed permitted facility, you must notify this office in writing within fourteen (14) days
of the receipt of this notice, what actions will be taken to comply with your waste management plan. Failure
to do so may result in the facility losing it's deemed permitted status, requiring it to obtain an individual non
discharge permit.
127 Cardinal Drive Extension, Wilmington, N.C. 2MS-3845 0 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Dwight Sholar
July 3, 1997
Page 2.
Please be aware it is a violation of North Carolina General Statutes and Rules to discharge wastewater
to the surface waters of the State without a permit and/or to fail to follow a certified waste management plan.
The Department of Environment, Health and Natural Resources has the authority to levy a civil penalty of
not more than $10,000 per day per violation.
When the required corrective actions are complete, please notify this office in writing at the address
below. If you have any questions concerning this matter, please call David Holsinger, Andy Heminger or
Brian Wrenn at 910-395-3900.
Sincerely,
Brian L. Wrenn
Environmental Specialist
cc: Billy Houston, County Soil and 'Water Conservation
Sandra Weitsel, NC Division of Soil and Water Conservation
Garth Boyd, Murphy Family Farms
Operations Branch
,Wilmington Files

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality A4 a
James B. Hunt, Jr., Governor E H N R
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 3, 1997
Dwight Sholar
Sholar #3
585 Lighthouse Rd
Wallace NC 28466
SUBJECT: Notice of Violation
Designation of Operator in Charge
Sholar #3
Facility Number 31--304
Duplin County
Dear Mr. Sholar.
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was. an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely,
for Steve W. Tedder, Chief
Water Quality Section
bb/awdeslet 1
cc: Wilmington Regional Office
Facility File
Enclosure
P.O. Box 29535, NiA*An
� FAX [phone]
Raleigh, North Carolina 27626-0536 Equal Opportunity/Affirmative Action Employer
Telephone [phone] Fpr g W% recycles/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B.' Howes, Secretary
November 13, 1996
Dwight Sholar
Sholar #3
585 Lighthouse Rd
Wallace NC 28466
SUBJECT: Operator In Charge Designation
Facility: Sholar #3
Facility ID#: 31-304
Duplin County
Dear Mr. Sholar:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the.1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management System must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form -must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P.E.,_ Dir_e_ctor
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, '!4W4
Raleigh, North Carolina 27611-7687 C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/10% post -consumer paper

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pl.3:'_ea ZBC.r ".�"9 rC=t,13 tQG� f3 4C �}'e isviaic= �.� -..�:. d.�:.._.- 9W@:_t 3I�'li
�y
he ,..do ass C= = a =avarsa 411a Cf tlia )fo =. )7 + .,`) L
:.c:.e 4f - {pl y --) : 1 .a [�L.'i1 `L��I ,`C �.F-!7
ara ease o-'; n r�� a ' �i•ry',i�
Tess . Sa i i!'LN i t-1,r; . <'< )?� W _. ! ;T�.F. :-I" "eC
_ Phore N
County:
Farm location: Latitude and Longitude: QBQWa+F;c:}InA3_;)Lf - (required) . Also,
Please attach a copy of a county road map with location identified.
Type of operation_ (swine, layer, dairy etc. } : 5•A) . -­, �
Cesicn capacity (nu.^.i' er of animals) : -�GOc' wrr\rn- Y _
Average size of cceracion (12 month population. avg_) : _ )Car-. .2�, ,- { tt • � � --
A7erare acreage needed for land application of waste (acres):
:ec_"- _czl Specialist Ca=Wi_icatin=
z,s a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A riCAC 6P 0005, 1 certify that the new or
e- sanded animal waste management system as installed For the farm n arced above
has an animal waste management plan that meets the design, construction,
operation anal maintenance standards and specifications of the Division of
". 'irc mental Management and the USDA -Soil Conservation Service ice anal/or the North
Carolina Soil and Water Conservation Cocamission pursuant to 15A NCAC 2H.0217 and
1SA NCAC 6. .0001-.0005. The following elements and their corresponding m±nLmu=
cite^ a-ha�z ee*1 verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third pasty) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-Pour_
storm.-
N =a of Nec"-4 cal Specialist (Please Print) JaytRd
Affiliation: 'Ier
Address (Ag ,cy Phone No. /0" q
Signature: ' i Date:,,
Gwraer/Easaq.R= Ag aa=WMt / V v
1 (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. i (we) know that any additional expansion to the existing
design capacity of the wasth treatment and storage system or construction of new
facilities will requite a new cert_ficaticm to be submitted to the Division of
Environmental Management before the new animals are stacked. i (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will he.filed at the farm and at the office of the local Soil and
Water Conservation District.
Nave of Lan's-sanar.(Please Pripl)­
Signature:
� r a
Name of Tanager, V different from owner (Please print): 1:%tt4mQ
Signature: Date:
Notc: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
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