310855_HISTORICAL_20171231

NUH I H UAHULINA
Department of Environmental Qual

A t�ls 3 0 8�S
Nutrient Management Plan For Animal Waste Utilization
01-30-2002
This plan has been prepared for:
Sholar Farm # 4
Joe & Dwight Shofar
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 Sifnature
RZ
Type of Plan: Nitrogen Only with Manure Only ,77,�j[V-U:h
APR 0 2 1009
Owner/Manager/Producer Agreement BY.
I (we) understand and agree to the specifications and the operation an mat nmtee,
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By:<,
Technical Specialist Signature Date
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297915 Database Version 1.08 Date Printed: 01-30-2002 Cover Page l
RECEIVED 1 DENR 1 DWQ
Aquifer ?rotectinrl Seciion
MAR 3 0 2009
1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
- Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a
2,600 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of gyyoxirnate!X 180 da s.
Estimated Pounds of Plant Available Nitrogen Generated per -Year
Broadcast
1144
Incorporated
1965
Injected
2165
Irrigated
1244
Actual PAN Applied
Year 1
3419
Notes:
In source ID, S means standard source, U means user defined source.
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297915 Database Version 1.08 Date Printed: 1/30/02 Source Page 1

Narrative
This plan is written using an wettable acre detennation footprint.
This plan is written using existing pan dated 9/6/00.
-------------------------------------------------------------------------------------------------
2MI5 Database Version 1.0 Date Printed: 01-30-2002 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 ofthe
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
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic,
I 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
I Ibs/A
1000
al/A
tons
1000 gods
tons
7470
1
S5
Foreston
4.1
2.8
mall Grain Overseed
1.0
Tons
1011-3I31
50
0
0
Irri .
50
20,0
0.0
58.7
0.0
7470
1
S5
Foreston
4.1
2.8
brill Bermu ass
6.0
Tons
3/1-9/30
• 300
0
0
Irri .
300
119.a
0.0
352.5
0.0
a
7470
2
S5
Foreston
8.9
6.9
mall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri .
so
20.0
0.0
137.9
0.0
---- ----- --------------------- -------------------------------------------------------------------------------------------------------------ag-----------
297915 Database Version 1.08 Date Printed; O1-30-2002 WUT Page 1

Waste Utilization Table
Year 1
Tract
Field
Source
1.D,
I Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
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
lbs/A
1000
f gal/A
tons
1000 gals
tons
7470
2
SS
I Foreston
8.9
6.9
Hybrid Bermudagrass
6.0
Tons
3/1.9/30
• 300
01
0
1 Irri .
300
119.8
0.0
827.5
0.0
Hay
Lagoon Liquids
Total Applied, 1000 gallons
1,377
Total Produced, 1000 Ions
497
Balance1000 mallons
-880
Manure Solids
Total Applied, tons
0
Total Produced, tons
0
Balance tons
0
Notes: 1. In the tract column, symbol — means leased, otherwise, owned. 2. Symbol • means user entered data.
---------------------------------------------------------------------- --------------------------------------------------------------- ---- -Page-- ----------
297915 Database Version 1.08 Date Printed: 01-30-2002 WUT 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 late per hour that may be
applied to each field selected to receive wastewater. It also lists the maximum application amount that
each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
ixchesThour
Application Amount
inches
7470
I
Fomton
0.50
0.96
7470
2
Fonston
0.50
0.96
2041-5 Database Version Y.08 Date Printed: 01-3a2002 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
PAN Rate
1b/ac
I Maximum Sludge
Application hate
1000 PlIac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
1501
13.161
6.621
13.241
19.85
Hay 6 ton RY.E.
3001
26.321
3.31
6.62
9.93
Soybean 40 bu
160
14-041
6.201
12.41 J
18.61
-_-2_97i-91-5 -----------D------atabase--V-ers---i-on--1--A-8 ------------------D-ate---Pri--n---ted:--01-30-2002------------------------- S--lu-dge--P-a-g-e -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 stricture's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Nursery Lagoon Liquid
1
Design Storage Capacity (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Ca aci (Days)
1
1
154
1
2
150
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
176
1
11
173
1 A
12
160
* Available Storage Capacity is calculated as of the end of each month.
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2041-5 Database Version 1.08 Date Printed: 01-30-2002 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
----

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
brealdng 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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297915 Database Version 1.08 Date Printed: 01-30-2002 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. 1f 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 he used when these
200 Database Version l08 Date Printed: 01-30-2002 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 he disposed of in a manner that meets North Carolina
regulations.
204f Database Version 1608 Date Printed-01-30-2002 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
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 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 micronutnents 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 fast and second hay cuts. Reduce N rates
by 25% for glazing. 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
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10%when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
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297915 Database Version 1.0 Date Printed: 01-30-2002 Crop Note Page 1

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name ESholar Farms # 3
Adress 5 Li hthouse Road
llace NC 28466
Telephone [phone]
County Du lin
Date 11181D2
Facility # 31-855
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)
7470
f-1
100
int-.112
8
0,896
5
FoA
0-5
bermuda / small grain
0.5
1
7470
f-1
100
ext-,129
15
1.935
5
FoA
0-5
bermuda / small grain
0.5
1
7470
f-2
100
int-.112
32
3.584
5
FoA
0-5
bermuda / small grain
0.5
1
7470
f-2
100
ext-.129
26
3.354
5
FoA
0-5
bermuda / 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 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:[Johnny Lanier Date 1.1-.18-.02

irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) tj1 5 vField number (identification)
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers # Interior sprinklers! # Exterior sprinklers
4. Wetted diameter /0 & [feet] from Field Data 111orksheet
5. Spacing 70 Sprinkler spacing along lateral [feet]
�f
T Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler patternMultiple 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 Acres per interior sprinkler from Table S Column L1
• j 'I Acres per exterior sprinkler from Table 5 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.
J/ Z (a) Acres per interior sprinkler X 3X # Sprinklers = 3, _ Acres
el (b) Acres per exterior sprinkler X # Sprinklers = 3 Acres
(0. kotal wettable acres for field (Sum: 8a + 8b)
i
Wettable Acre Computational Worksheet completed by: J��Date: /! O
Signature of qechnical specialist
9

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
�i r�r1r) V y
1. Farm number (identification) r h s Field number (identification)
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers _ ��' # Interior sprinklers 4� # Exterior sprinklers
4. Wetted diameter 106 [feet] from Field Data lorksheet
S. Spacing 76 Sprinkler spacing along lateral Meet)
U
%0 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
f� Acres per exterior sprinkler from
Table
Column
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.
i12� (a) Acres per interior sprinkler X # Sprinklers = s Acres
)al (b) Acres per exterior sprinkler X i / # Sprinklers — ' Acres
S37otal wettable acres for field (Sum: 8a + 8b)
1
Wettable Acre Computational Worksheet completed by: I �—, �w�- Date: I . � �"
Signature of {echnical specialist

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Nutrient Management Plan For Animal Waste Utilization
0130-2002
This plan has been prepared for:
Sholar Farm # 4
Joe & Dwight Sholar
585 Lighthouse Road
Wallace, NC 28466
910-285-2074
This plan has been developed by:
Johnny L Lanier D
Duplin Soil & Water
PO Box 219
Kenamsville, NC 28349
910-296-2120
Developer Si ature
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.
30 It L
121
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 L, 1.",-,.. $ / 3,010 Ix
Technical pmialist Signature Date
20§B Database Version 1.08 Date Panted: 01-30-2002 Cover Pa e 1

Nutrients applied in accordance with this plan will be supplied from the
Mowing 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
3419
Notes:
In source ID, S means standard source, U means user defined source.
-------------------------------------------------------------------------------------------------
297915 Database Version 1.08 Date Printed: 1/30/02 Source Page 1

Narrative
This plan is written using an wettable acre determation footprint.
This plan is written using existing pan dated 9/6/00.
--------- ---------------------------------------------------------------------------------------
2MIS Database Version 1.0 Date Printed: 01-30-2002 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 udlizeet
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.
Ants
Crop
RYE
RYE
Unit
Applie.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs1A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acrc)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
IbsIA
1000
11A
I tons
1000 Ows
tons
7470
1
S5
Foreston
4.1
2.8
ma11 Grain Overseed
1.0
Tons
1011.3/31
50
0
0
jrri&
50
20.0
0.0
58.7
0.0
7470
1
SS
Foreston
4.1
2.8
YbridBernwda
6.0
Tons
3/1-9/30
+ 300
0
0
Irrilk300
119.8
0.0
352.5
0.0
a
7470
2
S5
Foreston
8.9
6.9
mall Grain Oversecd
1.0
Tons
1011-3l31
50
0
D
irri.
50
20,0
OA
137.9
0.0
-------------------------------------------------------------------------------------------------------------------------------------------ag-----------
297915 Database Version 1.D8 Date Pnnted: D1-30-2002 WUT Page 1

Waste Utilization Table
Year 1
Trad
Field
Source
I.D.
I Soil Series
Total
Acre
Use.
FAcres
I Crop
RYE
RYE
I Unit
Applic.
I Period
Nitrogen
PA
Nutrient
Rcq'd
Comm
Fen.
Nutrient
Applied
Res.
(lbs/A)
I N
Applic.
I Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
I N
N
I lbs/A
1000
I Ral/A
I tons
ION jWS
tong
7470
2
SS
I Foreston
8.91
6.9
Vybrid Bermu
6.0
1 Tons
3/1-9/30
1 • 300
0
0
Irri .
300
119.8
0.0
827.5
0.0
e
Lagoon Liquids
Total li 1000 long
1377
Total Pradu l0oo selong
497
Balance 1000 Rallons,
-880
=Wanune Solids
Total AppH4 tons I
1 0
Total Produced, tons 1
0
Balance, tons I
Notes: 1. In the tract column, symbol -- means leased, otherwise, awned. 2. Symbol • means user entered data.
------ ----------------------------------------- ------------------------.------------------------------------------------------------------------------
-i9f4 5 Database Version 1.08 Date Printed: 01-30-2002 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.
Irritation Application Factors
Tract
Field
soil series
Applies Rate
i—ha—ft nu
Application Amour
ijd
7470
1
Foreston
0.50
0.96
7470
2
Foreston
am
0.96
---------------------------------_---__--------_----------------------------------------------
297915 Database Version 1.08 Date Printed: 01-30-2002 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 f
[Vol IIti-3f III
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lbdac
I 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
Corn 120 bu
1501
13.16
6.621
13.24
19.85
Hay 6 ton R.Y.E.
3001
2632
331
6.62
9.93
Soyb= 40 bu
1601
14.04
620
12A I
18.61
---------------------------------------------------------------------------------------------- ----------------
297915 Database Version 1.08 Date Printed: O1-30-2002 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
rapacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage 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 Nursery Lagoon Liquid
Desip Storage Capacity (Days)
Start Date
1011
180
Plan Year
Month
Available Storage Capacity Mays)
1
1
154
1
2
150
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
L
9
180
1
10
176
1
11
173
1
12
160
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------
297915 Database Version 1.08 Date Printed: 01-30-2002 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
--------2979-15 --------D----atabase----V--ersi----on---1.08------------- Da---te---Printed:------01-30--------2IX-1-2 ---------- S-p- e- 6--flc--�-.--on- 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. 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 he 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.
----
-------------------------------------------iiii-i____.---------------------�.-------- � -----
2979t5 Database Versian 1.08 Date Printed Oi-30-2002 S ification P e 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
slinks, 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
-----------------------------------------------------.--------------------------------- - -----
297915 Databm Version 1.08 Date Printed: 01-30-2002 S e 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.
20 i 5 Database Version 1 A8 Date Printed: 01-30-2002 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
Bermudagmss Coastal Plain, Nfineral 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 I' to 1.5' in row. For
broadcast/disked in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the fast and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastimes 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
Small Grain: CP, Nrineral 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 lit
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.
-------------------------------------------------------------------------------------------------
297915 Database Version 1.0 Date Printed: 01-30-2002 Crop Note Page 1

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 tin
Date 1118102
Facility # 31-855
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)
inmr
Maxiumn
Application
per Irrigation
cycle (3)
Inches
7470
f-1
100
int-.112
8
0.895
5
FoA
o-5
berrnudalsmall grain
0.5
1
7470
f-1
100
ext-129
15
1.935
5
FoA
0-5
bermuda / small grain
0.5
1
7470
f-2
100
int-.112
32
3.584
5
FoA
0-5
bermude 1 small grain
0.5
1
7470
f-2
100
ext-.129
28
3.354
5
FoA
0-5
bermuda / 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 I Date 1.1-.18-.02

Irrigated Acreage Determination procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
rr Far-n Tf[
1_ Farm number (identification) SJ Field number (identification) _
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers ___I-_ # Interior sprinklers 2JE #Exterior sprinklers
4. Wetted diameter /0 0 [feet] from Field Data V%lorksheet
S. Spacing 0 Sprinkler spacing along lateral [feet]
0/
a 119 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 S Column D
Acres per exterior sprinkler from Fable 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.
. )! 2 (a) Acres per interior sprinkler X 3 # Sprinklers Acres
.1 (b) Acres per exterior sprinkler X 2 # Sprinklers 3 1 Acres
1a►9 total wettable acres for field (Sum: 8a + 8b)
l
Wettable Acre Computational Worksheet completed by: J � Date. I d- 0 ";—
Signature of qechnical specialist
o
0

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) S r Field number (identification)
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers q— # Interior sprinklers Z-E� # Exterior sprinklers
4. Wetted diameter
106 jfeet) from Field Data Worksheet
5. Spacing 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
Acres per exterior sprinkler from
Table Column
Table _ Column G
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 = .^,.89� Acres
lad (b) Acres per exterior sprinkler X 15 # Sprinklers - /, 93 S Acres
t-2-A—Slkotal wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: rF -�" Date: I �!
Signature of echnical specialist
8

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a , •� I .. >• YJ ' S' . S .f r pi. . f w y. y r . , �sY §;'*a. \
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41
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Upon abandonment or depopulation for a period of four years or more, the Permittee must subrnit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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 leached- at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Michelle Barnett at [phone] ext. 544.
Sincerely,
C/
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
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 AWS310855
NDPU Files

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
Joe & Dwight Sholar
J & D ShoIar Farm #4
1440 Deep Bottom Road
Wallace NC 28466
Subject: Certificate of Coverage No. AWS310855
J & D Sholar Farm #4
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Joe & Dwight 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 AWG 100000. 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 March 21, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Joe &
Dwight 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 AWS310855 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 J & D.Sholar- Farm #4,.located-in -Duplin-County, with-an-animal-capacity.of no
greater than an annual 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 he 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.
+
*
MENR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http:Yh2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
. Customer Service Center
An Equat Opportunity Action Employer

Nutrient Management Plan For Animal Waste Utilization
01-30-2002
This plan has been prepared for:
Sholar Farm # 4
Joe & Dwight Sholar
585 Lighthouse Road
Wallace, NC 28466
910-285-2074
This plan has been developed by:
Johnny L Lanier
Duplin Soil & Water
P4 Box 219
Kenansville, NC 28349
910-296-2120
Developer Si
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.
i
� I
Signature (rnvner)
),.cw -,Z C
Signature (manager or producer)
3oL11
Date
-3-/� �03
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:e�-S
Technical Specialist Signature Date
2§, 9§B Database Version Y.08 Date Printed: 01-30-2002 Co�tr Pa e I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a
2,600 animal Swine Nursery Lagoon Liquid operation. This production
facili has waste storage f capacities oraximatel 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1144
Incorporated
1965
Injected
2165
Irrigated
1244
Actual PAN Applied
Year 1
3419
Notes:
In source ID, S means standard source, U means user defined source.
---------------------- --------------------------------.----------------------------ag----------
297915 Database Version 1.08 Date Fruited: II30/02 Source Page 1

r
Narrative
This plan is written using an wettable acre detennation footprint.
This plan is written using existing pan dated 9/6/00.
-------------------------------------------------------------------------------------------------
297915 Database Version 1.0 Date Printed: 01-30-2002 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 ofcroplar
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
Yearl
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
RYE
Ul it
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
I 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
lbsIA
1000
1/A
tons
10002als
tons
7470
1
S5
Foreston
4.1
2.8
mall Grain overseed
1.0
Tons
10/1-3/31
50
0
0
Irri
50
20.0
0.0
58.7
0.0
7470
1
S5-
Foreston
4.1
2.8
brid Bermuda ass
6.0
Tons
3/1 9/30
• 300
0
0
Irri
300
119.8
0.0
352.5
0.0
a
7470
2
S5
Foreston
8.9
69
mall Grain Overseed 1
1.0
Tons
10/1-3/31 1
50
0
0
Irri .
501
20.01
0.0
137.9
0.0
----------------------------------------------------------------------------------------------------------------------------------------------------------
297415 Database Version 1.08 Date Printed: 01-30-2002 WUT Page 1

Waste Utilization Table
Year 1
Tray
I Field
Source
I.D.
Soil Series
Total
I Acre I
Use.
Acres
Crov
RYE
RYE
I Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Commit
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applie.
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
1/A
tons
1000 jws
tons
74701
2
SS
Foreston
1 8.91
6.9
brid Bermuda ass
6.0
'fans
3/I-9/30
t 300
01
0
1 Irtist.
1 300
119.8
0.0
827.5
0.0
e
Lagoon Liquids
Total Applied, 1000 Ions
1,377
Total Produced, 1000 gallons
497
Balance 1000 aallons
-880
Manure Solids
Total Applied, tons 1
0
Total Produced, tons
1
0
Balance tons
I
0
Notes: 1. In the tract colunA symbol — means leased, otherwise, owned. 2. Symbol " means user entered data.
--- ------ ---------------------------------------------------------------- ------- - ---- -- --------------------------------------------------Page-
- g-----------
297915 Database Version 1.08 Date Printed: O1-30-2002 WUT Pa e 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.
Irrit ation ADDlication Factors
Tract
Field
Soil Series
Application Rate
m�
Applicatimr Arrowd
indxs
7470
1
Foremn
0.50
0.96
7470
2
Foreston
0.50
0.96
-------------------------------------------------------------------------------------------------
2041-5 . Database Version t.68 Date Printed: O1-36- {662 iAL Page 1

Ile 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
lb/ac
Maximum Sludge
Application Rate
1000 ac
Nlinimum Acres
1 5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimwn Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
1 1501
13.161
&621
13.24
19.85
Hay 6 ton R.Y.E.
300
26.32
331
6.62
9.93
Soybean 40 bu
160
14.04
6-201
12A 1
18.611
------------------------------------------------------------�-----------------------------------------------
2979i5 Database Version 1.08 Date Printed: 01-30-2002 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 Nursery Lagoon Li uid
Design Storage Capacity (Days)
Start Date 1
10/1
180
Plan Year
Month
Available St a Capaoty (Days) •
1
1
154
1
2
150
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
l
9
180
l
10
176
1
11
173
1
12
- 160
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------
297915 Database Version 1.08 Date Printed: 01-30-2002 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
204 Database Version 1 A8 Date Printed: 01130-2002 Specification Page i

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. 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.
297915 Database Version 1608 Date Printed: 01-30-2002 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
---------------------------------
----------------
------
-----------
------------
---
---
--------
-----
24*f Database Version lA8 Date Printed: Q1-3a-20Q2 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.
------------------------------------------------------------------------------�----.---- � -----
297915 Database Version 1.08 Fate Printed: 01-30-2002 S ificat�on P e 4

Crop Notes
The following crop note applies to field(s): 1, 2
Berrnudagrass 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 berrnudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 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 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
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10%when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
--------------------------------------------------------------------------------- -----------
297915 Database Version 1.0 Date Printed: 01-30-2002 Cr Note Page 1

1
0
4-
E C:)
CiS N
LL ! i
o �
_ I
•r

m Y
00
n' ��� ' ��U''"'`,,3• ', 't•� ��4• Wit.
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r
0 1
r

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and '
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name Shofar Farms # 3 County Du lin
Adress 585 Lighthouse Road
Wallace NC 28466 Date 1118102
Telephone [phone]—Facility # 31-855
TABLE 5. Irrigated Area Allowances for Stationary Sprinkler System based on 70 percent wetted diameter
Tract
Number
Hydrant
or
field (1)
Number
wetted
diameter
feat
(A)
net wetted
area of an
sprinkler
(acres)
(C)
number
of
sprinklers
total
wetted
acres
tables
Soil T
Slope
%
Crops
Maxlmun
Application
Rate (3)
INhr)
Maxiumn
Application
per irrigation
cycle (3)
inches
7470
f-1
100
int-.112
8
0.896
5
FoA
0-5
bermuda I small grain
0.5
1
7470
f-1
100
ext-.129
15
1.935
5
FoA
0-5
bermuda I small grain
0.5
1
7470
f-2
100
int-.112
32
3.584
5
FoA
0-5
bermuda I small grain
0.5
1
7470
f-2
100
ext-.129
26
3.354
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 li G. Annual application must not exceed the agronomic rates for the sail and crop used.
Wettable Acre Computational Worksheet Completed by: lJohnny Lanier Date .1-.18-.02

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
G [[ �Gr•h ��
1. Farm number (identification) O SJ Field number (identification)
2. Irrigation system designation
Existing irrigation system
New, c:,panded irrigation system
3. Number of stationary sprinklers #Interior sprinklers � # Exterior sprinklers
�
4. Wetted diameter
/0 U [feet] from Field Data Worksheet
S. Spacing 70 Sprinkler spacing along lateral [feet]
4
0 U 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.
[, I),
f
Acres per interior sprinkler from
Table
5-
Column
Q
1,)9
Acres per exterior sprinkler from
Table
Column
L
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 3 # Sprinklers =_ Acres
.1 (b) Acres per exterior sprinkler X ? E # Sprinklers = 3 � - Acres
at�otal wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: J �`--- Date:
Signature of ethnical specialist
r6
r7
j

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) r S r Field number (identification) I
2. Irrigation system designation
Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers q— # Interior sprinklers # Exterior sprinklers
4. Wetted diameter
/0 4 [feet] from Field Data Worksheet
S. Spacing Sprinkler spacing along lateral [feet]
6
D Sprinkler spacing as a percentage of wetted diameter
0
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.
. /l p. Acres per interior sprinkler from
lv'1 Acres per exterior sprinkler from
Table Column 9
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 its the total irrigated acreage for the field.
l (a) Acres per interior sprinkler X V # Sprinklers = �9� acres
load (b) Acres per exterior sprinkler X I # Sprinklers - . 9Acres
'2. S 3 Ltal wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: J� Date: II b
Signature specialist
VP I
9

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality f
James B. Hunt, Jr., Governor
Bill Holman, Secretary -
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Joe & Dwight Sholar
J & D Sholar Farm #4
1440 Deep Bottom Road
Wallace NC 28466
Dear Joe & Dwight Sholar:
F E B 0 3 2000
BY:
January 24, 2000
fflzl.�W'A
IT 0
,4CDENR
ORTH CAROLINA DEPARTMENT OF
IRONMENT AND NATURAL RESOURCES
Subject: Conditional Approval
Animal Waste Management System
Facility Number 31-855
Duplin County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements
of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you
of your unresolved conditional approval status. Any facility receiving a conditional approval must notify
Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the
conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to
an enforcement action. As of December 6, 1999, we have no record of any information from you, advising
us of the status of your conditional approval. Therefore, please fill out the attached form and have your
technical specialist and landowner sign the form in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability
for failure to provide DWQ with proper notification of your conditional certification status or possible failure
to comply with the requirement to develop and implement a certified animal waste management plan by
December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 'Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Joe & Dwight Sholar
J & D Sholar Faun #4
1440 Deep Bottom Road
Wallace NC 28466
Dear -Joe & Dwight Sholar:
•IT
•
mom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-855
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR.2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLD I, 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,
L44-� 6�
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%o post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Joe & Dwight Sholar
J & D Sholar Farm #4
1440 Deep Bottom Road
Wallace NC 28466
/ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS310855
J & D Sholar Farm 94
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Joe & Dwight Sholar:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on July 22, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Joe & 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 J & D Sholar Farm #4, 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, and shall hereby void
COC No AWS310855 dated July 22, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the -revised General Permit (enclosed) and pay
particular attention to Condition I1.10 regarding tree removal from lagoon embankments, Condition III.1.
regarding inspection frequency of the waste treatment, storage and collection system and Condition 111.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and .
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 2762"535 Telephone [phone] FAX [phone]
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Certificate of Coverage AWS310855
J & D Sholar Farm #4
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application. must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact J. R. Joshi at [phone] ext. 363.
S' erely, /
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment, IRECE.IVEAD
Health and Natural Resources
Division of Water Quality JUL 2 3 1991
James B. Hunt, Jr., Governor BY:
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 22, 1997
Dwight Sholar
J & D Sholar Farm
1440 Deep Bottom Road
Wallace NC 28466
Awl,
C)EHNF�
Subject: Certificate of Coverage No. AWS310855
J & D Sholar Farm
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
Dear Dwight Sholar:
In accordance with your application received on June 20, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 31-855, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the J & D Sholar Farm, located in Duplin County, with an animal capacity of no greater
than 2600 Wean to Feeder and the application to a minimum of 4.2 acres of land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
-Wilmington=Regional.Office, W..ater-Quality-Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Joe & Dwight Sholar
1440 Deep Bottom Road
Wallace NC 28466
A IVA
4 WO
IDEHNR
Subject: J & D Sholar Farm #4
COC No. AWS310855
Duplin County
Dear Joe & Dwight Sholar:
The subject facility was issued a Certificate of Coverage (COC) on 7/22197 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG 100000. On Aug. 27, .1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes - to the S wine
Farm Siting Act (Siting Act) including the requirement. that all set back distances be met for - any swine
lagoon or swine house for which construction commences on or after the effective date -of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may ,apply : to
your farm since construction may not have -commenced by the effective date of the Clean -Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility- Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sin4H.6
Kimn, P.E., Supervisor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
December 8, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Joe & Dwight Sholar
1440 Deep Bottom Road
Wallace NC 28466
r4
IDEHNR
a flEIVIED DEC 15 f97
Subject: Notice of Violation and Revocation for Nonpayment
J & D Sholar Farm #4
Permit Number: AWS310855
Duplin County
Dear Joe & Dwight Sholar:
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an
animal waste management system permit will be charged in each year of the term an annual permit fee. Annual
permit fees are billed following the issuance of the permit and then annually thereafter on the anniversary of that
date. Your animal waste management system permit was issued on 7/22/97.
Your annual permit fee for the period of 7/22/97 - 7/21/98 is $50.00. Your payment was due 11/13/97.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the
subject permit, pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required
Annual Animal Waste Management System Permit fee for your animal operation is received within that time.
Operation of an animal waste management system without a valid permit is a violation of North Carolina General
Statute 143-215.1 and is subject to the assessment of a civil penalty of up to $10,000 per day. Your payment
should be sent to:
N.C. Department of Environment Health and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
SiP6er y; 3'
r
A. Preston Howard, Jr.,-P.E'_/
cc: Supervisor, Non -Discharge Permitting Unit
Wilmington Regional Office
Duplin County Health Department
P.O. Box 29535, Raleigh, Forth Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

State of North Carolina
Department of Environ
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govern
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Joe & Dwight Sholar
J & D Sholar Farm #4
1440 Deep Bottom Road
Wallace NC 28466
Dear Mr. Sholan
�C
DEC 3 1 1997
I D E N Fi
Subject: Classification of Animal Waste Management Systems
Facility: J & D Sholar Farm #4
Facility 1D #: 31-855
County: Duplin
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an 01C.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd1AW OIC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
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State of North Carolina
Department of Environm4. t, JUM 2 7
Health and Natural Resou' •
Division of Water Quality ---
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
June 23, 1997
MEMORANDUM
To: Rick Shiver, Regional Supervisor
From: Mike Lewandowski, Environmental Enginee <!i)
State Engineering Review Group
Subject: Permits Applications for New facilities
Attached is a copy of the General Permit for Liquid Animal Waste Operations application package
for a new facility. This information is being provided so you may review the packages prior to
permit issuance. Please provide your comments by July 14, 1997. If no comments are received
by that date, we will assume that there are no objections, and permit issuance will proceed.
If you have any questions, please contact me at [phone] ext. 362, or
mikelew @ dem.ehnr. state.nc .us.
1

rd
MURPHY
FAMILY FARMS
June 18, 1997
North Carolina Dept. of Environment, Health & Natural Resources
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Andy Oakley
Re: Permit Application for Sholar Farm #4 Swine Facility
Dear Mr. Oakley:
Attached you will find the permit application for the above referenced farm. Specific
items included for you review are as follows:
# Copigs
Itern -
3
General Permit - Liquid Animal Waste Operations Application Form
3
Animal Waste Management Plan Certification Form
3
Location Map
3
Waste Management Facility Site Evaluation
3
ASCS Tract Map
3
USGS Quad Map
3
Soil Investigation Report
3
Lagoon Design Spreadsheet
3
Construction Specifications for Lagoon
3
Site Seeding Requirements
3
Operation & Maintenance Plan for Lagoon
3
Emergency Action Plan
3
Odor Control, Insect Control & Mortality Management Checklists
3
Facility Site Plans with Construction Details
3
Waste Utilization Plan
3
Irrigation Design
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Expeditious review and approval will be greatly appreciated. if you have any questions,
please call me at [phone] ext. 4717.
Sincerely: pue—::k�J. Neal Tucker, P.E.
Engineering Manager
enclosures
cc: File
Joe & Dwight Sholar
Duplin County NRCS District Office

M
Animal Waste Management Plan Certification
(Please tvm or Print all information that does not require a sistrtature)
General Information:
Name of Farm: J & D Sholar Farm Facility No: --
Owner's Name: Joe & Dwight Sholar Phone No: 910-259-3519
Mailing Address: 1440 Deep Bottom Rd. Wallace NC 28466
Latitude and Longitude: 34 ' 44' 58" / 77 ° 47' 44" County: Duplin
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From Rose Hill take SR 1148 east, Zo about 0.5 miles and cross NC 11 to SR 1947 and
SR 1953 split. Follow SR 1947 to intersection with NC 41, turn left onto NC 41,go 2-5 miles then right onto SR
1827 o about 5.0 miles to farm entrance on j ht just past fertilizer store.
Operation Description.
Tvae of Swine No. of Anignals Type of Poultry No. of Animals
® Wean to Feeder 2600 ❑ Layer
❑ Feeder to Finish ❑ Non -Layer
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Acreage Available for Application: S • 0 Required Acreage: LA .
Number of Lagoons/Storage Ponds: 1 Total Capacity: 186,728 Cubic Feet (fts)
Are subsurface drains'present onthe farm:`YES or�a �y (please circle one)
*xs
Owner /Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and
will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification must
be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A
change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed)
within 60 days of a title transfer.
Name of Land O : Joe & Dwi ht h Iar
Signature: Date: _ tQ= 19 - 4 2-
Name of Manager (if cliff ent from owner):
Signature: _, Date:
rti,
�ri
..
�r
AWC -- April 24, 1996

Technical Specialist Certification
I. As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC GF .0005, I certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specifications of the Division of
Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, Si, WUP,
RC,1), the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the spproprrate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
J New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collectiort f ns and
ponds, have been designed to meet or exceed the minimum standards and spec,#&f KW CARm "%,
� S gFEBS��,�,
Name of Technical Specialist (Please Print): . Neal Tucker
Affiliation: Mu h FamilyFarms Z t"
Address (Agent ): O. x 759 Rose Hill NC 28458 Phone No.: (910]E84-6_0 9� 7
Signature: Date: 4 1i -7197 _ _ 1 ..� I
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for wait €iaitl; chosen
crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation: Murphy Family Farms
Address (Age y): P.1b. Bo); 759 ose Hill,_N
Signature:
Kraig Westerbeek
8 Phone No.: {9I.0)289-6439, ext. 4556
Date: G -1-1 -9
C) Runoff Controls from Exterior Lots
Check the appropriate box
® Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms _
Address (Agency)- P.O. Box 759 Rose Hill, NC 28458 Phone No.: 910 289-6439 ext.4629
Signature: &mod Date: 4/ l f 9 7
AWC — April 24, 1996

D) ArvIlcation and Handling ui ment
Check the appropriate box
❑ Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to
accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not to exceed either
the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
(]` New, expanded, or existing facility without existing waste application equipment for
srgay irri asp tion (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary
to accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
schedule for timing of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, expanded, or existing facility without existing waste application equipment for
land spreading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary to
accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
schedule for timing of applicctions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Murphv Familv Farms
Address (Agency): PO Box 759 Rose Hill NC 28458 Phone No - 91 -289-6439 ext 4562
Signature: Date: �[, �l9/5 -7
E) Odor Control, Insect Control,_ Mortality Management and Emergency Action Plan (SD,
SI, WUPLRC or 0
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Checklist and an Emergency action Plan_ Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been selected and included in
the waste management plan. Both the Mortality Management Plan and Emergency Action Plan are
complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): P.O. B x 759 Rose Hill NC 28458 Phone No: [phone], ext. 4629
Signature: Date: !s�(tfP
F) Written Notice of New or EManding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built beforeJune 21, 1996, when was it constructed
or last expanded . I (we) certify that I (we) have attempted to contact by
certified mail all adjoining property owners and all property owners who own property located across a
public road, street, or highway from this new or expanding swine farm. The notice was in compliance
with the requirements of NCGS 106-803. A copy of the notice and a list of the property owners notified
is attached.
Name of Land Owner : 7oe �` w 4 H= S4 7
Signature: Date:
Name of Manager (if differe�n f f6wner):
Signature: Date:
AWC —April 24, 1996

Ill. Certification Of installation
A) CollectionStorage, Treatment Installation
New, expanded or retrofitted facilft (SI)
Animal waste storage and treatment structures, such as but no limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facibftes without reftvfrts, no certification is necessary.
Name of Technical Specialist (Please Print): . Neal Tucker
.Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: (910)289_6439, ext. 4717
Signature: Date:
B) Land Application Site(WUP)
Check the appropriate box
❑ The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Kraig Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P. 0. Box 759 Rose Hill, NC 28458 Phone No.: [phone], ext. 4556
Signature: Date:
This following signature block is only to be used when the box for conditional approval in Ill. B above has been
checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- April 24, 1996

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no certirication is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling,_ Equipment Installation (WUP or 1)
Check the appropriate block .
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed Ieasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Cl Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by (month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: 910 289-6439 ext. 4562
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature :
Name of Manager (if different from owner):
Signature:
Date:
Date:
AWC -- April 24, 1996

E) Odor Control, insect Control and Mortality Management (SDI Si, WUP, RC or U
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: MuMhy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No: [phone], EXT. 4629
Signature: Date:
Please return the completed form to the Division of Environmental Management at the following address:
Departrhent of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626--0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date:
June18, 1997
w
L REQUIRED ITEMS CHECKLIST:
�v
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item. y,
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste
facilities and field locations where animal waste is disposed;
3. Three copies of Pages 1-3 of the Animal Waste Management Plan (AWMP) Certification
Form, including Part II (Certification of Design Items A-F). If the facility does not have
Part 11 of the AWMP completed, it must be completed prior to submittal of a general
permit application for animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for Facility Design.
II- GENERAL INFORMATION:
I. Farm's Name: J & D Sholar Farm
2. Print Land Owner's name: Joe & Dwight Sholar
3. Mailing Address: 1440 Deep Bottom Rd.
City. Wallace State: NC Zip: 28466
Telephone Number: 910-258-3519
4. County where farm is located: Duplin
Applicants' Initial
N
N
5. Farm Location (Direction from nearest highway. Please indicate SR numbers for state roads. Please include a copy
of a county road map with the location of the fat -in identified.) From Rose Hill take SR 1148 East, go about 0.5 miles
and cross NC 11 to SR 1947 and SR 1953 split. Follow SR 1947 to intersection With NC 41 . turn left onto NC 41,
P,o 2.5 miles , then turn right onto SR 1827, go about 5.0 miles. To farm entrance on right, Just past ferilizer store.
6. Print Farm Manager's Name (if different from Land Chrner):
7. Lessee' Integrate s name (if applicable; please circle which type is listed: Murphy Family Farms
FORM AWO-G-NE 1/97 Page 1 of 3
rn c.D
7�
g �
Q

III. OPERATION INFORMATION:
I. Farm No.: (County Number)-- (Facility Number) (only for expanding operations)
2. PIease complete the table below as it applies to your facility using the certified design capacity. The "No. of
Animals" should be the maximum number for which the waste management structures were designed.
of Swine No. of Animals Tyne of Poultry No. of Animals
Type of Cattle No. of Animals
® Wean to Feeder 2600 ❑ 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:
3.
Acreage cleared and available for application. �O ; Required Acreage (as listed in the AWMP): 4=2
4.
Number of Lagoons: 1 ; Total Capacity: 186,728 Cubic Feet (ft3)
Number of Storage Ponds: Total Capacity Cubic Feet (ft)"3
Are subsurface drains present within 100' of any of the proposed application fields? ❑ Yes P9 No
6.
Are subsurface drains present in the vicinity or under the proposed lagoon?
❑ Yes ® No
7.
Does this facility meet the siting requirements in Senate Bill 1217? (Swine only)
® Yes ❑ No
What was the date that this facility's swine houses and lagoons were sited?
7/17196
What was the date that this facility's land application areas were sited?
7/17/96
IV. APPLICANT'S CERTIFICATION:
1, Joe & Dwight Sholar (Land Owner's name listed in question I.2), attest that this application for J & D Sholar Farm
(Farm Name listed in Questions 11.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required supporting information and
attachments ap4iot included, this appligatiyln package will be returned to me as incomplete.
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question I.6), attest that this application for
(Farm Name listed in Question 11.1)has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned as incomplete.
Signature:
Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0525
TELEPHONE NUMBER: [phone]
FORM AWO-GNE 1/97 Page 2 of 3

'sheville Regional WQ Supervisor
0 Woodfin Place
ksheville. NC 28801
7704).251-6208
=ax [phone]
kvcry
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington. NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Chowan
Pamlico
Craven
Pasquotank
Currituck
P"q uirnans
Dare
Pitt
Gates
Tyrrll
Grc=
Washington
Hertford
Wayne
f-f'yd--
Moore sviRe ReZional WQ Supervisor
919 North Maih Street
Mooresville. NC 28115
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Blades
Richmond
Cabanvs
MeddenW o
Cumberland
Robeson
Catawba
Rowan
Hamner
Sampson
Cleveland
Stanly
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown.Srrret
Winston-Salem, NC 27107
(910) 7714,600 _ --
-
Fax [phone] T
Alamance
Rockingham
Allegbany
Randolph
Ashe
Stokes
Caswell
S urry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE 1/97 Page 3 Of 3
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh. NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham Northattipton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake,
Johnston Wauen
L.ec Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive E;xttndon
Vrlmine on. NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pe der
Dupl'ta

O
z
r—
O
AI
Mink was one of 1
bearers, but as fi
long-haired pelts l
The color of the
dark and glossy of
are raised on gate
They are 1 % to 2 fd(
short legs and a Ion
night, mostly on sn
They nest in burrow:
der stumps or in Noll,
r.1

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Narnc �%� Silo �f+.e Size Operation z Gov
LA—i ro fEEPCR
Telephone
Location Data
Distance from nearest residence not owned by producer:
Yes No
Is site within 100 year flood plain? c/
Is site at least 100 feet from a "Blue Line" pereimial stream? ,✓
If no, site must be relocated
Is site within 1 mile zoning jurisdiction of a municipality? /
If yes, site must be relocated.
Are there utilities in the construction area? ✓
Wetlands
Will site involve clearing woodlands or any non -cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before any clewing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present? _
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area? ✓
Is an archaeological or historical site located in the planned area?
Are cultural resources present?

t
Waste Management
Does producer own enough land to properly land apply waste?
If no, does producer have access to more -land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon? .
Is a clay liner required?
If yes, is clay available on site?
Yes No
Questionable
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. jE d ' des' the
position of the lagoon is changed to an area where no test holes were previously dug, _additional
test holes WILL be required
Comments
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator _ 1W..
P FF Engineering)
Signature
(Producer)
Date 7/ 7/� 6
Date

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LAGOON SITE SOILS INVESTIGATION
PROJECT: j �-- -t>
FIELD INVESTIGATION BY: IZW
SITE SKETCH
COUNTY: bk j., , �)
DATE: t /.- / P-
1 �CG
1. y
5ti
oYE I-
L-+ PD
r �r
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BORING NUMBER
AND PROFILE
DEPTH WT
DEPTH I WT
�i{a�
dres—i 5.4
I'- ZJ
%A � S� rP
p. t 2
r.4 S-9 "o
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04 ! i £ FeU+ j�n
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, /3
c444t f'.rr jr,", Ssro
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l3� IN'
Tf , ir;Av for /'..•.c!
dl -,c
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f9�Y 7-°f LlLp ti� Y �A✓ i
1 IG
u.f lo/7i+3 fAr Ccr+ IKC , A rr ' n-00
!
BORING 1 SAMPLING METHOD: SIGNATURE:

LAGOON SITE SOILS INVESTIGATION
PROJECT: ,> Sf sue., COUNTY:
FIELD INVESTIGATION BY: DATE: C �" 9
BORING NUMBER AND PROFILE
DEPTH I WT _11DEPTH WT
/D
r
BORING / SAMPLING METHOD: C�a.�ro,c SIGNATURE:

Grower: JD SHOLAR Designed By: JWR
Address: 1440 DEEP BOTTOM RD Checked By: JNT
WALLACE, NC 28466 Date: 06/13/97
Coun : DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON_ DESIGN
FARM INFORMATION
Farm Population:
Nursery:
— — — — — — — — — — — — — — — — — —
— 2600 Hd.
Finishing:
--------------------
0
Farrow to weanling:
— — — — — — — — — — — — — — — — — —
— .0
Farrow to feeder:
— — — — — — — — — — — — — — — — — —
— 0
Farrow to finish:
----------------------
0
Boars:
---------------------
0
Storage Period:
— — — — — — — — — — — — — — — — — —
— 180 Days
25 Yr.124 Hr Storm Event
--------------------
7.5 In.
"Heavy Rain" Factor
— — — — — — — — — — — — — — — — — —
— 7.5 In.
Rainfall in Excess of Evaporation
— — — — — — — — — — — — — — — — — —
— 7.0 In.
Additional Water Usage:
--------------------
0
Additional Drainage Area
--------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — —
—Y
Does Operator Want Emergency Spillway?
(Y/N) — — — — -- — -- — —
—N
Is This Design for an Existing Farm?
(Y/N) — — — — — — — — —
—N
Is Drain Tile Req'd to Lower SHWT?
(Y/N) — — — — — — — — —
—N
Seasonal High Water Table Elev:
---------------------
95.00 Ft.
Freeboard:
--------------------
1.0 Ft.
Emergency Spillway Flow Depth:
Not Applicable
Top of Storm / Spillway Buffer:
Not Applicable
Side Slopes:
--------------------
3 :1 (H:V)
Press ALT—C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation:
---------------------
103.30 Ft.
Finished Bottom Elevation:
— — — — — — — — — — — — — — — — — —
— 92.60 Ft.
Start Pump Elevation:
--------------------
100.70 Ft.
Stop Pump Elevation:
-------------------
98.60 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES
% REQ'D.
Storm Stor =
Temporary =
Permanent =
Volume =
39508 (Cu.Ft.)
49720 (Cu.Ft.)
_97500 (Cu.Ft.
86,728 (Cu.Ft.)
44,569 (Cu.Ft.)
50,816 (Cu.Ft.)
102,882 (Cu.Ft.)
198,267 (Cu.Ft.)
Min. Required Liner Thickness -------------------
Lagoon Surface Area (Inside TOD)— — — — — — — — — — — — — — — — — — —
112-81%
102-20%
105.52%
106.18%
1.6 Ft.
31,606 S. F.
Murphy Family Farms Engineering AO. Box 759, Rose Hill NC 28456 [phone]

Grower. JD SHOLAR Designed By: JWR
Address: 1440 DEEP BOTTOM RD Checked By: JNT
WALLACE, NC 28466 Date: 06/17/97
Countv: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Elevation (FT.
92.60
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
10200
103.00
103.30
Contour
Area SF
12,396
12,975
14,471
16,034
17,664
19,362
21,127
22,959
24,859
26,826
28,860
30,962
31,606
Incr. Vol. (Cu. FT
5,074
13,723
15,253
16,849
18,513
20,245
22,043
23,909
25,843
27,843
29,911
9,385
Cumul. Vol. (Cu. FT
5,074
18,797
34,050
50,899
69,412
89,656
111,699
135,608
161,451
189,294
219,205
228,590
TOTAL READ VOLUME:
186,728
CF
CUMULATIVE
VOL
ZONE VOL
106.1811/0
END PUMP = = = = >
98.60
FT
1 OZ882 CF
TR'MT
102,882
105.52%
START PUMP = = = >
100.70
FT
153,698 CF
TEMP
50,816
10220%
MAX STORAGE = = >
10230
FT
198 267 CF
STORM
44,569
11281 %
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JD SHOLAR Designed By: JWR
Address: 1440 DEEP BOTTOM RD Checked By: JNT
WALLACE, NC 28466 Date: 06/13/97
County: DUPLIN _ _Sheet 3 of 7
MINIMUM REG
rmanent Storage:
Required Treatment Volume:
UIRED VOLUME CALCULATIONS
Animal Type Capacity ALW * cu.ft. Ib = Total
Nursery
2,600
30
1.00
78,000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
01
1,417
1.001
0
Boars
01
4001
0.501
0
Total Required Treatment Volume (cu. ft.) = 78,000
Sludge Storage Volume:
Animal Type Ca aci * ALW * cu.ft. lb = Total
Nurse
2,600
30
0.25
19,500
Finishing
0
135
0.25
0
Farrow to weanfing
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,4171
0.251
0
Boars
0
4001
0.1251
0
Total Required Sludge Storage Volume (cu. ft.) = 19,500
Temporary Storage Volume:
Manure Production:
Animal e Capacity * Sto. Perioda s a = ota
Nursery
2,600
180
0.30
140,4
Finishing__
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
01
180
4.50
0
Farrow to finish
101
1801
13.50
0
Boars
1 01
180
4.001
0
Total Manure Production (gals.)= 140,400
Total Manure Production (cu.ft.)= 18,770
Excess Fresh Water:
Animal TYlJe Ca aci * Sto. Period * als Hd. da = ota
Nurse
2,600
180
0.20
93,600
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
01
1801
2.70
0
I otal Fresh Water Excess (gals.) = 93,600
Total Fresh Water Excess (cu.ft.)= 12,513
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 26458 [phone]

Grower: JD SHOLAR Designed By: JWR
Address: 1440 DEEP BOTTOM RD Checked By: JNT
WALLACE, NC 28466 Date: 06/13/97
County: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (31606 sq.ft + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 18,437
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (31606 sq.ft + 0 sq.fQ * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 19,754
"Heavy Rain" Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (31606 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 19,754
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 39,508 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 49,720 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 97,500 (CU.FT)
TOTAL REQUIREDVOLUME = 186728 (CU.FT.)
Murphy Family Farms Engineeraig P.O. Box 759, Rose Hill NC 28458 [phone]

Address: 1440 DEEP BOTTOM RD
WALLACE, NC 28466
Countv: DUPLIN
LAGOON DESIGN SUMMARY
Checked By:
Date:
Sheet 5of7
Top of Dike Elevation -------------------
Emergency Spillway Crest Elevation - - - - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm Storage -------------------
Top of "Heavy Rain° Storage -------------------
Start Pump Elevation -------------------
End Pump Elevation --------------------
Top of Sludge Storage --------------------
Seasonal High Watertable Elev.-------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area - - - - - - - - - - - - - - - - - - -
Min. Liner Thickness (if required) -------------------
Freeboard Depth --------------------
Temporary Storage Period--------------------
Zone Depths:
JNT
06/13/97
103.30 FT.
Not Applicable
10230 FT.
101.43 FT..
100.70 FT.
98.60 Fr.
94.05 Fr.
95.00 Fr.
92.60 Fr.
Not Applicable
Not Applicable
3:1 H:V
31,606 SF
1.6 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 198267 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - - - 6.0 FT.
Temporary Storage Zone Depth - - - - - - - -- - - - 2.1 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 2.6 FT.
Total Lagoon Depth - - - - - - - - - - - T 10.7 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JD SHOLAR Designed By: JWR
Address: 1440 DEEP BOTTOM RD Checked By: JNT
WALLACE, NC 28466 Dante: 06/13/97
Countv: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 103.30
1 1 1 1
J 1 TOP OF STORM ELEV = 102.30 / 1
1 1 1 1
1 TOP OF HEAVY RAIN ELEV = 101.43 /
1 1
STRT PMP EL.= 100.70 1 TOP OF TEMP STORAGE ELEV = 100.70 /
1 1
END PMP EL. = 98.60 1 TOP OF TREAT ELEV = 98.60 / SHWT = 95.00
Murphy Family Farms
1 1
1 1
TOP OF SLUDGE ELEV = 94.05 /
1 1
FINISHED BOTTOM ELEV = 92.60
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: JD SHOLAR Designed By: JWR
Address: 1440 DEEP BOTTOM RD Checked By: JNT
WALLACE, NC 28466 Date: 06/13/97
Countv: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilizatio!�+aR .,
110
��• S�� FESs/pyq
4k q� =
DESIGNED: - SEAL498 �5 t
DATE: 6PA-j97 r v �Gl;i' r 4 ••
"++et++++ti++�
COMMENTS: _The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Murphy Family Farts Engineenkig A O. Box 759, Rose Hill NC 28458
289-2111

GROWER: JD SHOLAR DESIGNED BY: JWR
ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/13/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfll material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre --feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 269--2111

GROWER: JD SHOLAR DESIGNED BY: JWR
ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/13/97
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfil led as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the -soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10--5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farts Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: 1440 DEEP BOTTOM RD
WALLACE, NC 28466
COUNTY: DUPLIN
CHECKED BY: JNT
DATE: 06/13/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilied and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JD SHOLAR DESIGNED BY: JWR
ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/13/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
75 LBS. RYE GRAIN AT 30 LBS.IACRE (NURSERY FOR FESCUE)
150 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

UHUVV1=H: JU SHULAH ULSIUNLU BY: JVVH
ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/13/97
COUNTY: DUPLIN SHEET i OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineerbg P.O. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/13/97
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 100.70 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 98.60. This temporary storage, less 25 year / 24 hour storm,
contains 50816 cubic feet or 380103 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

1•
•;,
Producer.. t D tv. 3
Location: Lip 13o hl.,. RC\. '1 ZL_. )I; r, co.
Telephone: 9Io a P5 ao-7 -t
Type Operation: w Ar - Pc-.-. A,
Number of Animals: •��o 0
(Design sty)
The waste from your animal facMty mast be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients is the animal waste show
be used to reduce the amount of commercial fertilizer required for the crops -in the fiehds.
where the waste is to be applied_ This waste utilization plan uses nitrogen as theme
nutru t Waste should.be analyzed before each application cycle. Annual sod tests am
strongly encouraged so that all plant nutrients can be balanced for realistic yields of they
crop to be grown.
Several factors are important in implemnent L your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be_
grown. and the nutrient content of the waste. Do not apply more mtrogen than the crop
can utilize Soil types are important as they have different infiltration .rates, leaching
potentials, cation exchange capacities, and available water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With_
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated sods, when it is raining, or when the surface is -
frozen. Either of these conditions may result in rrmoffto surface waters which is not -
allowed under DEM regulations. Wind conditions should also be considered to avoiddd&
and downwind odor problems. To maximize the -value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a. growing crop -or
applied to bare ground not more than 30 days prior to planting. Injecting the. waste or -
disking will. conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content:
for this type of facility. Acreage requirements should be based on the waste analysis -
report from your waste management facility. Attached you will find information on
proper sampling techniques, pYeparation, and transfer of waste samples to the lab for-
analysis -
This waste utilization plan, if carried out, meets the requirements for compliance witin 15A
NCAC 2R 0217 adopted by the Emrironm ental Management Commission.

' :MVA" =
i
Amount of Waste Produced Per Year(gallons to=. ete-
�60C> animals X-(� wastelan llYear — 9 waste/year
Amount of Plant Available Nitrogen (PAN) Produced Per Year
A -CO animals X•16lbs. PAN(a imaVyear= 12y9lbs. PAN/year_ (PANfromN. C. Tech -
Guide Std. 633)
Applying the -above amount ofwaste is a big job. You should plan time-andhave
appropriate equipment to apply the waste in a_ timely manner.
The following acreage will be -needed for waste application based on the crop to be growl
and. surface application:
Tract
Table 1: ACRES OVA BY PRODUCER
Field Soil Crop Lb& N Acres Lbs. N Month Of -
No. Type
Per Ac. 4" Utilized-. Applic atian
Total 1 4. a 1 13g 1 1.
'- This 1V is from animal waawe only. If nutrients from ethersourres such -as. commercial
fe wazeram-appCw4 they must be accounted for. N must be based on realistic yield.
ed�iom. —
NOTE- The applicatorfs cautioned du tP and K MW be-overapplied while meedng-dwN
requ&vwwrtts~ Beginning in!1996 the Coastal Zone ManagerneWAct.wiarequme farnmsin:
some eastenrcounties ofNor*Carolina to have a nutrientoumagement'p1mr1haiaddnnses=
all ►rutrzena - This plan only addresses Nitrogen:.

Table Z: ACRES VAMACAMENIENT OR LONG TERM LEASE
(Agreement with adjacent laadowuer must be attached)
(Required only if operator does nat ova
adequate land [see Required Specification 2D
Tract Field Soil Crop Lbs. N Acres Lbs. N 1Miom&of
r Type ' a r i .;ir Old
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utffized.
Table i
Table 2
Total
Amount ofN
Surplus o4N
y.1
) )It
4.1
t-XI !
Produced.
l .. if 8
33
NOTE_- The - Waste -Ud zationPlan'mustcont-aurprovisions-forperiodidland
application• of sludge-atagronomic rates- The -sludge will be nutrientrich-andwili
requimpneca dvnw7 measures to prevent-overappikationroTnutrientr-or-other-
elements_
d

See at5taehed map showing theflelds to be used for the upon of waste water_.
Application of Waste by h igation
Field . Soli Type Crop Application Application
= TABLE Is NOT ICED 1F wAsr$ Is NOT BE NGAPPLiED BY IRRIGATION: HOWEVERA SOMARTABM W L
BE MEMO FOR DRYLTTFER OR SLURRY.
Your facility is designed for=Ldays of temporary storage and the temporary storage -
must be removed on the average of once every (, MONTHS. In no instance -should
the volume of waste being stored in your structure exceed Elevation. 1 ., t ae/s's
i4� AO s�F����
Call the local Natural Resources Conservation Service (formerly Soil Lonservaiion
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4-

7 TT TYl1N
REQUIRED SPECIFICATIONS
L Auimai waste shall not reach surface waters of the state by runof, drift, manmade
conveyances, direct application., or direct discharge dmin operation or Land
application Any discharge of waste which reaches surface water is prohibited-
2. There must be documentation in the design folderthat the producer either owns.orha&
an agreement for use of adequate land on which to properly apply the waste Ifthe
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 facflity to secure an update ofthe Waste Utdiati=
Plan when there is a change in the operation, increase in the number of animals,.
method of utilization, or available land.
3. Anima waste shall be applied to meet; but not exceed, the nitrogen needs for reaii a
crop yields based on sod type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for other numents.
4. Animal waste shallbe applied to land eroding less than 5 tons per acre peryear.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons-,
per acre per year providing grass filter -strips are installed where runoff leaves the field:.
(See FOTG Standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste_
should not be applied when there is danger of drift from the irrigation field_
6. When animal waste is to be applied on acres subject to flooding, it will be soul
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.)
T Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur o ffsite or to surface waters and in a method which does not:
cause drift from the site during application. No ponding should occur in orderto
control odor or flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events, orwhenthe-
surface is frozen.
5

REQUIRED SPECIFICATIONS
(continue(o
9. Axdmal waste shall be applied on actively growing crops in such a mannerthatthe-
crop is not covered with waste to a depth that would inhilyk growth. The poteatialfor
salt damage from animal waste should also be considered.,
10. Waste nutrients shall not be applied in fall or winter for spring planted crops oa so&
with a high potential for leaching: Waste nutrient loading rates on these sods should:
be held to a nimurn and a suitable winter cover crop planted to take up released-
nutrients. Waste shall not be applied -more than 30 days prior to planting ofthe-w*
or forages breaking dormancy.
11. Any new swine facRity 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 resideutia-
property boundary and from any perennial stream or river (other than an inigatim
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 a discharge or by aver -spraying_ Anal waste may be applied to prior converte&
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 dries from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,, eta,.
shall not be discharged into the animal waste management system_
6

REQUIRED SPECIFICATIONS
(continued)
18. If animal production at the faci7rty is to be suspended or terminated, the owner is:
responsihle for obtaining and implementing a_ "closure plan' which will e1dute- &-m
possan-&y of an illegal discharge, pollution and erosion_
1.9. Waste handling structures, piping, pumps, reels, etc., should be inspected on aregular .
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
hnm= consumption it should only be applied preplant with no farther applications of
animal waste during the crop season.
2.1. Iflghly visible markers shall be installed to mark the top and bottom elevations ofthe:
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shad
be managed to maintain the liquid level between the markers_ A marker wdl.be
required to mark the maw storage volume for waste, storage ponds.
22. Waste shall be tested within 69 days ofutrlization and sod shall be tested atleast
annually at crop sites where waste products are applied- Nitrogen shall be the rate-
detenr niag element. Zinc and copper levels in the soils shall be monitored and -
alternative crop sites shall be used when these metals approach excessive levels. pff
shall be adjusted for optimum crop production and maintained Sort 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.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
7"

MMMM� - 1.4 NMI- 11 ! 191
_ - ----- �ax RMI --
WAS21 UTn ZATION PLAN A
Name ofFarm: 0-4" () .,] h o fa r it 3 —
Own er/Ma?agerAgreement
I (we) understand and wM follow and.implementthe specification andthe° operation and:
ra . enanceprocedmvs established in. the approved. mmal wastauffiZationplanforthe:
farm named above: I (we) Imow that any expansion to the existing design capacityofthe:
waste treatment and storage system orcousauction ofnew facidies.will require atnm
certif cation to be submitted to the. Division of Management (DEM) befiore
the new nals are stocked_ I (we) also understandd=the -orr, R, beno disclwgeof
anal waste from this system to surface: wasters of the state from a_ storm eveutless,
severe than the 25-year; 24-hour storm: The. approved play will be filed. on -site atthm
Bum office and atthe office of the local Soil and -Water Conservation Districtandwdl.be:
available for review by DEM upon request.
Name ofFacflity Owner. �k 5Ws ✓
(Please print)
Signature: Date: � 9 -- 9 `] . .
Name of Alanager(Ndiffhmit from owner):
Signature: Date:
Name of Technical Specialist: (Please print) •�, i `s r
Affllation: / w v. r {... a� �*+ • l �R rrr. S
Address (Agency): 'rO K 6 x -7
Signature:
Lse 9 I I1 f n/G a H 6S
Date: 6-13-97-
8-

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i 5

�.ilntlotir{►cr10}icrAla}' Kulnc;
�dil{•css:
!4RIQATIQN SYSI'�i M U131SIGN VARAMVT�J RS
+ county;
L+L e a ^�
k a, �cel A/C
Field!
Number .
gPFfatlnta{e
az(rnwrt
V!!able Size
of FIe142
acres
Sop Type
Slope
('/a
Crop(s)
Muximum
Appllcallorj
Reld
(iet/lir
MaxirT►un!
A llcp4lon
Per trrlCallott
Cyc}a3-
inches
Conuneuls
li•o��C
roA
/'3
Gimp a
.t-t'
l I
'� �r d;le-k cw.oved GIe
(See allaclied fnap.
zTota) {ield ocreage minus required but Ter areas.
}'Fief to H. C. PTigaOR Guide, Fleld OMCC Teciuwical Guide, Seclion 110. Annual applicalion;must not exceed ;lie gronoTnic tidies ibr flit soil @rid c;op lised.
MRCS, NC
TUNE, 1996

EXHU3fr D•2
TAP4, 2 - Trupli#fig TrOgOoo Pill; S01 4w
hja,cc, Model alit TYI a of Equipmcnl.
Field Not
acid
II drawl Not
Travel
speed
(Nmin)
Application TRAVEL LANE
Rate Effective Effective
(ill/la) Width (R) 1ASI all (11)
Wcued
Diuntieler
(feet)
EQUIPMENT sErTINOs
Nozzle Operating OMaling
Diameter Pressure Pressure Are
(iccciccs) eo Gull (psi) Reel (psi) Patlenr3
Conunents
a
iSCe attaC44 maP.
3slt0w scparotc elitges for each lcydranl location in each Geld.
�E1sc 14e r9110011F ub gcyiolions ror yi rdous arc patlems: F (0111 circle), TQ (three 94arters), TT (two thirds), tj (half circle), T (olle "ljrd), Q (orle cltlgrleO,
miiy also use degrees of arc.
MRCS, NC
TUNE, 1996

EXMIT W
T44; I - Sole SO TrI'll;MN11 ow; Scillogs
Afalce, Alodc4 and Tytzc Of Equipment; It/ V1p g�.k1�.1 a�'���'l�1tj,��r{�'ir�►rwh� �.�Sxl�c f� w/ se v�n'� qe r 70�5 .Spr,nKlC✓ S
Field Nul Welled Hydrant Spucinb (rl)
and NriuiLer of Illuuieter Along Between
_ l.lnc Nut lfydrants reef Pl 3cltuc PI alhics
Appllculiun
Rate
(In/hr)
OPERATING PARAMETERS
Nozzle Operuting Operating
Ulumcter Pressure 'Time
(lucl►cs Cii t (I)SO a lI drum hr
-
Commems
56
j he JI:
F a
t Li 5 �b
I q
50
a.)
90.moo____
o �:
FI UG 6 a� l
�o
, ��
o
a.
ISte Wc,c GY fn8p'
iR?V1( seMNr eWig for each pippjjne with hygrana s ill goch Meld.
KRCS, NC
RUNE, 1996

TARL,E 4 - TrOgatjoq System Specitica(ion;
'Traveling
Irrl gallon Gun
S0114 Se!
Crrl alion
Fioiy Rule of Sprinkler (gpm)
peraling Pressure at Pump (psi)
Design Precipltalion Rate (in/hr)
V
Hose Ungih (feet)
f
XXXXXXxx
Type of Spced Compensallou
:
XXXXXXXX
Pump Type (PTO. )?ngine, !Accirlc)
leC.
Pymp Power Requirement (hp)
'4'AP�� 5 - rill-isj Much S pecir!C111 loll 41
Designer may rovide thrust block details on separate sheet.
LOCATION
THR(iST BLOCK
AREA (sq. ft.
90, Bend
Dead End I y "
Tee CHO
!See USDA -MRCS Field Office Technical Quide, Section IV, Practice Code 414-AD.
HXHiB1T D-4
NRCS, NC
TUNE, 1996

EXI ®fl' D-S
Lie-
polnparly. A ,A r L'1. (Ia t rr-. S a fi:liTO • �'f
�ldress: sl A C t11 , It14r 3 6�l{i3
�lianc ` 10 )Sq PEG(,; - - -_
The following details of design and materials must accompany all irrigation designs;
1. A scale drawing of the proposed irrigation system which includes hydrant locations, lrayel laces, Pipeline routes, llu-tst block locations attd buffer Areas WI►ere opplicabie. -
2. Assumplions and computations for detemiining total dynamic luead and luorsepower requirements.
1. Computations used 14 determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for detennining application rates.
S. Compulalions used to delenniue the: size of thrust blocks and illustrations of all tlinust Mock configurations required in the system.
6, Manufacturer's specifications for Ilse irrigation pump, traveler and sprinkler(s), " 'l, f I, 31A
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for lrrigatlon Water Conveyance,
q.C, f ield Office Technical Guide, Section 1V,1'ractice Code 130-DD.
8. The information} recluirecl by this l'onn are the minimum requiremenls. It is the responsibility of the designer to consider all relevutlt faelori pt g particular site altcl address Ihem as
apjiropriulc,
9, �{rtgatFop pipes sjt01414 {cot wo jpstalled ill lagoon or storage pond enibalil;nnentq without the approval of Ille designer.
4U: A Buffer strip 5j�_ feel wide of wider {must pe Inauitaiucd belween the limits of Ilse irrigation system and all pereluiigl
Streams nu1q surface }eaters per NC Statutes.
NRCS, NC
R44E, 1996

Narrative of Irrigatiorl Sygem Opmlion
Describe Ills operaiian of the system in Ilic space provided below or on a similar sheet most conYfuter►4 to IUc d6sioner/supplier.
include procedures sucj} as start-up, sluit-clown, winterization and regular maintenance of all equipment.
EX IMIT D S
NRCS, NC
JUNB, 1996

_
�
1
V 1
11
'
Y /
V
�I
tj
a?
-3
rD
o
V
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o
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ti
cs
m
w
9
0
M
M
as
L
Y
b
I
x
W
0
T
n�
s-
T

fb I
�
v
40

r ' � t�2 Y�' sty 1 •� ./. M s
','�. � „r�> � iiY F}. y'�i.?f'9� ... a R�.�;. 1f� ` -0.J'�°'%r�•�,,� .Y
• � � � l Yff y?7, ..r �iia i r h�''.
• :.... / 1. .....-
AR
f {l //
OK
`ti �';a'�� I �i�r��F 1 � •�'T �� f
r
I }
s yyi i pj Js s
,,� f•," -0�.�%y°y :s .
r�/� � 4
.:
yy.,/ /1.r7f r /� � I - r' �/', ,�` rl:�,13 Y�r�ll•.,�N•s., ..•- •;r•1. .
e,vs ... �1f ,rk },; , ;,: °p� Ra S r'S +a��•4' 'i .��
Se
�4Y Sr�z4 3 by r .'r! •� � i�ryi ::4. •I � �'�J�.�'•, _ i r� • �''fyi,
if b�'^tY ` 4 / f r f �,'� �a ''r P'TT: !.M1� fHhkv �� lik3'�i���, •'' � �� � �"": �.
„; r r 30t•� r � A• 1. i�.� '! f �4�•'C �1 ,f �1V .�t1,.t5 1�ir :,. ,.,

No
mmah

(Skvie narwe
rude shown)
7025RD-1-1i1M-
250 trajectory angle for
maximum throw
Single nozzle design
minimizes clogging
Ono
45 50 55 60 65 70 75 - 80
#14 (7TJ=J
F40w (gprn)
8.34
"1
9.45 9.9T 105
10.9
11.4
1 t.8
Spiv. Base Pre!.--
35A
40.9
452 _ _51.0 _ 56A _
6_1.0_
66.1
71.2
Diam at IS HL •
106
_
110
115 120 124
129
132
135
Diann, at V HL
114-
120
125 130r 135-
138
142
145
.
1F16No�('U4'
Fk1w (gpm)
10.8
11.6.
12.3 13.0 - 13.6
14.2
14.8
15.3
15.9
16.4
Spkr. Bass Pre= (psi)
36.0
41.2
462 51.4 56.4
61.5
66.6
71.8
76.8
81.9
Mam. at 1.5 HL
114
118
123 128 • 133
137
141
1"
147
150
Diam. at W HL
122
130
13S 140 145
148
150
153
156
159
818 Nazzie(9r32• z
Flow (gpm)
13.6
14.6
15.5 16.3 17.1
17.8
18.6
19.3
20.0
20.6
Spkr. Base Prem (psi)
36.4
41.6
46B 512 57.6
62.2
67.3 -
72.4
77.5
82.6_
Mum at 1.5' HL
122
•
126
•
131 135 146
145
148
151
155
158
Diam.atV HL
129
136-
141 M-- 150
153
156
159
162
164
am (min
Flow (gpm)
16.8
17.9
19.0 2=' 21.0
22.0
22-9
23.7-
24.5
253
Spkr. Base Praft. (pp)
37.0
42.2
47.4 - 5Z5 57.7-
SU _
68.2
73.3
78.5
83.7_
DWM at 1 S HL
126
131 -
137 141 146
150
1 S4-
•
157
161
163
Diam.atV HL
132
139-
145. 149=- 154-
158
161
164-
167'
170
s42NOZdM (1v327
Flow(gM)
202
21.6
22.9- 24.1' 2S.3
26.4
27.5
28S
29.6
30.5
SPW, Base Press. ipsij
37.6
43.0
48.2 534- 58T
64.0
692
74.4
79.6
85.0
Diam.at1.51 HL
129
134-
139- 1451 150
155.
158-
162
166-
168
Diem at G HL
135
142-.
147- 152 158
162-
166-
169
ITS
175
624 Noaslf(39M
Fb (gpm)
23
25:4-
26.9- 2BA- 2"
31.1
324-
33.6
3"
35.9
Spkf. Base Press. (251l
38A--
43.7-
49.0 54A- 59.8-
652
70-5
7S.6�
80.8
$6.6
Diam. at 1.5' HL
131
137-
143 - 146► 1S3-
158 -
163-
1664
170
172
D1am. at G HL-
tab <.
145 i
151 15Bs 16Z:
16S=
170"
173-.
177-
179
DLWE7ERSARESHOWN IN FEETFIgrses reflsr2a�►l1�daLssProCuclkam+r>oob�amal'�orrrsdg�ht

ErERKELEY° PUMPS
TYPE "B•" RATING CURVES
MOTOR DRIVE
>Oi
CURVE 4075
DATE 1-2-%
PAGE 1.02
sul8s»s.
All previously rued
4075 Curves
C. . now." CL
N txa 1-01018
u.d6n.1_01018
Nominal ILP.v- 3600
C-L
P.ILMM S07367
r.p6e.,SM67
m.6e Full
Bond on Fresh Water 0 80- P
Maximum Working Freasu'e: 150 PSI.
_
W
_........... - -- ._-i......... --
- r........... _.._..._......_ 4........_. - i --- -
zoo - __ ........... . ..: :,_ ..�� - -_- - _. _._;._-__ _ _ .� }_..._ _.— _
-- �.T_._...r......_.:. ' _ :_ ._.._-' ....... - (--------,----.-.._..
_ _ _ _.
awl 150 ; _
... _ _ ___._.. _.
_ .1 ._..._ ...... .....__ _
U
25
Y.. _..__— __......_. __.__. ._ .. _ .. - .-. . -
' 100
O
_.. — ........... ,..— f ......_.._ ..._.._..... — i -- -- ...._..
— ...:._ ....— �..._..-- ---- ....
.. ---
75'
-
I ._ ...'. .-r..
so ° ;
:
r , l
i : : -
.......f ...._............. :' .... -: # ....... i "--- a -.... _
2s ; :. _
+ ......._......... - _.. -- . - - - _ c ' 1
r : f.... _.F... }
- ._..............,. -. .._ _.. - -
t - "-
O0 10 20 30 40 50 60 70 80 90 100 110 120
CAPACRT IN BLS. GALLONS PER MtKtr E
C-l035
a-- F-3207 s.w-"w C-5035 aa.+ 3-1-77 0+.7-30-85 Maoae.��2TRL
C--. ma....k C.L PwLNa L01018 wdLrl. LGI018 Nominal RY_IL- 3600
wftwow: >+.rh► C.L PwL ma. M0729817/Stflu s si., See below oler 6-9/16- Based on Fresh Water (11 80' F
S32401f I U) Maximum Working Prerstm= 150 PSI
1..-_...._;...............................3.......lyp,SF}ii».........::a ..._._....::�::i::....::'t-_..._._-t-•---....i�---••-IMP�1:1aF��iMACH:••AIA-�:::=:'_:i
:........ _ . _.._ - - ------- -
20
f_ a.
2253 kfPhD »..-T-- - -•--. r-..... - - . --.i----- .•---- '---. .. .- .`':• '-...i.,.:::; _ 10 _
:_............... t.... -- ...._...._.j................ { -: - -r-:--..__;-._..� 73 ::: M07838.
fi09a ;......- }--..... -.... - 1
S9hS'.'f10"HPI--. 16596 •7094..... . ._.._. - k4_ �107i98- _53i401-_...._, _ . - -
73%,
200 _ _ 0 r-
;.
r-749WF. .
175
.
r fi- 7 HP} ! - fl96 :. .}.......
...... - ------ 'i'---- _ I
.. �_---
-
m 15G. r
r ;!}'Dian f5 HP)
K. lzs'
s.. ...... - - ... .......... _._..
ti 100 .tea I
i
r..
75`
25:
-
G�._-,..�—_---
0 50 100 150 200 250
CAPACIr7IN-U.S.-GALLONS PER MINUrE-
T-3957• -1• -2 s..,.r.... C-88Sd- a— 12-7-83 0_ 7-3G-85 M00a-BIV?-rF Ms

S-P ECE FI CATIO NS" GATA ---
DianTorrd—tRS—pressure-rated- PVC pipe (2-
ihrough--12-) is made of compounds conforming
ra material requirements of ASTM 02241 in
accordance with ASTM D1784. The pipe sizes
(4- rhrough 12-) are made with an integral
bell which utilizes a gasket for sealing- in
accordance with the requirements of ASTM
F477 Integral sockets for sofven'i .cementing
meet the requirements set forth in ASTM
D2672
Diamond IPS pressure -rated PVC pipe meet's aft -
the dimensional. chemical. and physical
requirements as outlined in ASTM 62241
Each male end shaft ae beveled to facilitate
joining and reference marked for u»l/:.;rt
proper depth of insertion Diamond iumisrieci
lubricant is to be used in the joining process
Diamond IPS pressure -rated pipe is supplied ir:
20-loot lengths.
PR_�RTIES. OF PVC 12454-ff (1120)
Property.
ASTM.
Minimum
rest _
--- - :-
Specific Gravity-
- I) 792:
7-40
Tensile Strength;. psi
D 638
7:QOQ
Tensile- Modulus- psi
--- D-638 _
a0D.000.-_
IZOD impact Strength.
D 256-
65
!t.. lb /in_
AS.TN 7ESr
3 017 o Sulfuric Acrd_ D 543
--' - - .:-- ...-
Days Proration a!
5 - or - 2* C --
Change- in.Weicn! - - 0-1 5 0
Change in Flex jlrength-',o - 25 0 ro 5.0
-ASTM Oil No 3. 30 Da:
nr;�2rs�On at 230 C
Change in We+gm, •-r ! 0 to k 0
.�1ti r •
- - - `Nei
AArnlnttrera .
{:ur vim. 1 r:r:klt
•-

INSTALLATION
S
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm.
base in accordance with the installation procedures provided
in ASTM D2321. and the Installation Guide forPVCWater
Pipe (a. "pocket -sized" edition is available from your
revresentati_vc oi_ftam Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under. Unified Soil Classificatiosr
System, ASTM D2487. and ASTM D2488-
Te assemble, clean mating surfaces of the- bell. spigots and
gasket_ Apply gasket lubricant (furnished by Diamond.
Plastics- Corporation) . to the entire spigot' end up to.ther
referenc, mark_ Also, apply lubricant to thccontact- surfa=
.of Cher sleet_ `
With the pipe in straight alignment, push the spigot. into_
the bell up- to the insertion line: if a pry bar is used to -
apply force, the pipe should be protected by placing a board -
between the bar and the pipe.
If norrhal force does not complete the joint, disassemblc7the-
joint and examine the' parts to make ce..ian they arefrecof
obstructions. Visually inspect the completed joint to insures
the gasket has nor -been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANC:E OF DECREE:
OF CO+IPALTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMEAT AS PERCENT OF STAfi`IDARD PROCTOR
DENSr" OR RELATIVE DENSITY*,
FOR GRAL+L'LAR MATERIALS IN PARENTHESIS —
CLASS OF EMBEDMENT I I I 11 1 11t I IV'
Table 4. OESCII7rTror, 01: fASKaMrJST uATZMA - CLA=nCA774w-Z
YOJL_ SOIL I OC94CRUT X or-
Ca.Ass TV". MAFTAIAL C1A1=FICAra3G
Cfr.I S.i• N-r.-.d-9.6r a,""r 6CAP-1lA wd..Nwrwrl .:.S�
rr.L .nr.M.i.1..• ai,W. r...+i IFir.
Cl- li Sri- GW Wsi-L.Yp++r�p..i.rr�tiFrkrwt�!.i.rw..J-
wr,. ir�.rir —sift J 4_1J�aw97Q...�A.+r� llar.r
ck.+
Q FA`••1/p•1•+ p.•+.r p.- Gi......&- W*--.i
-16
Clew-�---._
SW Wdle-cm1w Ara-i VAdb?. 16 IwrrA CL J&w. ys 1A...ra
&r.:.r ►•r••.lti..i�. lfw rr9K.�J,wJ:-Sr......, t7.w
SI• F•'•••7 p..r .rr.wt a.wM.�r<t�r rf .F.�+w!�id•-w
Cl- u7 sr--- aA sa.> s+ k. r.•.l+.r+++. w....r• soe..—_e.�.�....-..— - -
tr. a .:w. ►I.r r.rYri ....:.Ir rJ.� a.a.:..... .
cc cr,"7 r•••r p�A w 111R.r ..r.J.r.i .-...-.+.....1
.. sir a— 11r.II-%ftr.wrrMr.9NW—
sY- Xa.I•-.S.rirkrwr, .4 MM1r�.f.-r.si�rF•+�!`rJrw-
1rO—
i_ /tr $+ - - 1O. 7rrC+�K r�r..+.7r r+r ..aF. w1 a+a..wr�:l.�r • . _ .rr. 1.,..a Irfr-
sllc
wl lnmaa.Aa.4I .6—r - - - tr.rr-.i rt..a.-•a- la[..t.
I F.e_ d-1Oi. !ui - rr IrorL sr..i-.
C7. ._-_i•`9•riiL.1�W+'+f. �•••W-�TFi.ncrrr M Wi....
. 1...... rra 1oO.:..c. '
C'1... v S -"- SS_ [ke..:.r .iYa .n.l rtwr...A r41../ V••.•.�.1` T•.it^•�r.: r.�
Sna. w .+.w F•••r 14 Ya1w�
t}7 Ikt.�e H.r[ A...4.- w M �- ta.r Iwpr.... J.-•.14 !:ri r
I..N t•�r•r. 14. IDO .:r.r.
T � ha swrY r1 wAv iy1/F wtrs .�
• S.:Ma.rri.f..r �wS711D2JiI.r.ter MCta.ir�1-rfwreG..aw Aiiiln�.;r-
_ • • Iw.w...r.r. -r. nSrw u:Jal_ Id. ar Si t9. rrr ay.:t
.. _��'•y[.i.lrMaiKr-MfA577J-U -: tS}-..:'- - a`1.JZL _`4. '.w�f� r . wrLzlrr- .
rNriFr..w..Jr:r.r d_.rr+ik.f0- u A-.10-YL -- -
The haunching area is most important --to- the -support of
PVC pipe_ For good support, the.haunching_area should.be-
compacted to the densities given in the- Long- Term
Deflection Chan.
FIATEAiAL DE-WRarnow
`. Crwiar
liw ati ira.el M:.eA • Gra► Frrdldmr.
-
-
M N Mll
salt - CIo. satJ SPt►.
_
_
Figure 2.
0;�..w �.wre ca.earl.Le
9-la ♦Is an.
rlr. t wl .l.r ..eiQ1r
'
Sal Coluwew.ar Mellai
4ed F-40 im ltdm..) Ommy Rave,
I.C.r.M• r".C. .�...
/ .,�.•.
WuNr
cw.pm ty P_des
9Y 10D
9S•i00' 93•Im- 9Ot�-
- w.al�wv
r7}1001
.Mtn
- --
Oc."ay►FpaoMr
7497
aOrt} 16q Ty90�
Crrgra.r N>•w.•a�r
I>?9}
7p97
.ry
IC&nI
it,am
_
-
•.Aa u....J ra
_
9 _
Ilry P[IR
tad{
ury..ro..r-
tago ca-m- 60.71
1 L..w�
t670
luau fua0 167! -
�
}• lf� r.•._{_:!:::}_-.. ...:.::: }i:::?!• -
-o•trlt
tx VA
.. -•
• kcer.c .r..-r ..rrw+9arrweaea
-
•• M Wr ....r, i, ...a9.a..wwe
e.re-arl-+F
..trace M. w .lr......� �.# r.r.{rw�
.w.a...n .r-.I..r..drwrr �.t4ww .tram J aui 1k v.r ....wren w p.rr Q.i.er a.Aw-
r.�a.sww►trwa�+r-
3-

Diamond ASTM` D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
{
A
o.D_
c
Size
Gasket Race.-
Socket Depth
2
3.166
4.500
21h
3.719
6.000
_ 3.
4.434
6.000
4•
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
❑-ZZ41 Pipe Dimensions
Minimum Wall Thickness
'
061185
SOX13.5 SOA-71
e - C.O.
5cn.40
3 15 Psi 200 PSI
.840..109
.062
." 1.050
-113
.060 -
1.315
_133
.063
1.660
,140
.079
' 3.900
.145
.090
2.375
.154-
.113
2 875
.203
.137
" 3.500
.216
167-
' 4.500
.237
.214-
" 5.563
.258
265
=' 6.625
.280
316
" 8.625
.32Z.
.410
" 10-750
.365
511
" 12.750
.406-
506.
SOA•26 SOA•32.5 SOA•tI
160 PSI 125 PSI 120 PSI
.064
.056
.073
.058
-091
.073
.110
.088
_135
108
.173
.138
.110
-2.14.
.171
136
-255
.204
162
.332
.265
210
.413
.331
.262
.490
.392
.311
-nond's-1PS Pressure -Rated PVC Pipe coupler
As the requirements of ASTM 0-3139.
lire for availability
Diamond
Gasket Specifications
1. Gasket configuration locksgasket in place: and.
R prevents fishmouthing.
Z Chevron seal for added pressure. sealing ca-
pacity.
3- Compression seal - provides a- seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS- Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions -
STOP B ---��
T
�
F-� A per �o- E_ o.o.
' - AieberCaaJ<tr � -
Pipe A 8 D
Size Insert Sucks Diameter
3 4 1!_I 3 1 /8
3 ` 4 5 114 4 7/16
4- 4 11'_ 5 Ir' 5 1/_'
6- 5 6 7 13116
8- 5 Ir 6 7/8 10 1/8
10- 5 314 7 Ir' 11: V2,
12- 6 8 114 14. 11116
Short Form
Specification far Diamond
P.V C Irrigation .Pipe
ASTM-D2241-SDR41,32.5,26,or21.
d PVC Irrigation Pipe-shatl bemade• of
nds conforming to ASTM D1784- with a
ssification of 124548. Diamond. PVC
n Pipe must meet all thc-dimensional,
l, and physical requirements as outlined.
M D2241, -Annex. ANSUASAG S3761
L
430-DD, and will be supplied in 20 Eclaengths.
=1
ttrsss srs
i4-
.

FRICTION LOSS CHARTS
FOR DIAMOND PIPE'
IPS DIMENSION.
4-Inch
5-Inch
6-inch 8-Inch 10-Inch
Gallons
Per Min.
FRICTION
-
HEAD LOSS
IN. FEET PER HUNDRED FEET
150
1.11
160
1.26.
170
1.41'
18Q
1.57-
-
190
1'73'
200
1.90 -
220
229
.81,
.34 OrT
240
2:6T
9
-.40 .10.
260
3.10
1.10
" .46 1 Z=
280
3.56
1.26
.54 .14
300
4.04
1.43-
.61 .1 T
320
4.56
1.62
.69. .19.
340
510
1.82
.7T _2-1
360
5.67
2.02
.86 _24
t 380
6.26'
2.22
.95 .26
400
.6.90
2.45
1.04 .28 .10
420
2-691
1.14-
440
2.92
1.25
460
3.18
1.35
480
3.44.
1.46
500
3.70
1.58-
550
1.89
600
2.22
650
2.56
700
2.96-
750
3.36
800
3.78
850
4.24�
900
Table based on Hazen -Williams_
4.71
950
equation-�­Cw = 150'
5.21
1000
5.73
ii To find. friction- bead loss in
1050
PVC pipe having a. standard
-
1100
dimension ratio other than 21,
1 150
the values in the table should
1200
be multiplied by the
1250
appropriate -conversion iactor
1300
(F) shown below:
1350
1400
1450
1500
1600
1700
1800
1900
2000
3
3
.31
.34
.3T
-.41-
.43.
.52.
.61
.71
.81
.93-
1.04-
1.17
1.30
1.44-
1.58
1.73
1.88
2.05
221
239
2.57
276_
295
.16-
35
.10
-11
:.12
.14-
.15.
.18
.2-1
-24-
.28-
-.32
.36'
.40
.44,
.49
.54-
.59
.65'
.70
.76
.82
.88
.95.
1.01'
1.08.
1.15.
1.30.
1.45
1.62
1.79-
1.9T
12-Inch
.060
.081
.096.
.110'
'.125
-141
.158.
.175:
.194-
.213
.233
-.254-
.276
.298 -
-322
.346_
.371
.39T
.423-
.451
.508
.568:
.632:
.698-
.767-
.840
rZ
i
J
v
Loss below bold line indicates velocities in excess -of 5 feet per second.
Velocities which exceed 5 leet per second'are not recommended.
Page 2
Z=A3'

-- IV -- I. VV VI IVI %I \ V I . W VVI I
ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/13/97
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewali of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 1440 DEEP BOTTOM RD CHECKED BY: JNT
WALLACE, NC 28466 DATE: 06/ 13/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900'
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910-296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Swine Farm Waste Management Odor Control Chedklist
Source Cause BMPs to Minimize Odor Site Speclflc Practices
Farmstead Swine production Vegetative or wooded bufrerm
0 Recommended best management practices;
9" Oood judgment and common sense
Animal body surfaces Dirty manure -covered animals Dry floors
Floor surfaces Wet manure -covered floors Slotted floors;
V Waterers located over slotted floors;
0 Feeders at high end of sold floors;
0 Scrape manure buildup from floors;'
0 Underfloor ventilation for drying
Manure collection pits • Urine; A' Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust EtitclenI air movement
Indoor surfaces Dust 9K Washdown between groups ofantmals;
0 Feed additives;
0 Feeder covers;
El"'*Fced delivery downspout extenders to feeder
coven
Flush tanks Agitation of recycled lagoon Cl Flush tank covers;
liquid while tanks are flliing 0 Extend till lines to near bottom of tanks with
Flush
wastewater
vents
13 Underfloor Flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon Extend recharge lines to near bottom of pits 9
liquid while pits are filling with anti -siphon vents
Lift stations Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain collection , Agitation during wastewater 0 Box covers
orjunction boxes conveyance
AMOC • November 11,1996, Page 3

Source Cause , T BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater 3r Extend discharge point of pipes underneath
lagoon 'conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid cap$eity;
• Biological mixing; &9 Coricet lagoon startup procedures;
• Agitation ❑ Mlnlmum surface area -to -volume ratio;
6p"'Minimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; . tYlrrigate on dry days with little or no wind;
nozzles . Wind drift ❑ Minimum recommended operating pressure;
GklPump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface . Mixing while filling; O Tank covers; .
• Agitation when emptYM9 ❑ Basin surface mats of solids;
-
❑
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
❑
Extend dralriplpe outlets underneath liquid
•
Mixing while tilling;
level;
Agitation when emptying
❑
Removd settled solids regularly
Manure, slurry or sludge
Agitation when spreading;
❑
Soil Injection ofslurry/sludges;
spreader outlets
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
Q
Soil Injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil Incorporation within 48 hrs.;
surfaces
❑
Spread In thin unlform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
Carcass decomposition
W Proper disposition of carcasses
Dead anlmal disposal
Carcass decomposition
Q
Complete covering of carcasses in burial pits;
pits
❑
Proper Iocationkonsiruction ofdisposal pits
incinerators
Incomplete combustion
❑
Secondary stack burners
AMOC -November 11, 1996, Page 4

Source Cause BMPs io Minimim Odor Site S eclfic Practices
Standing water around Improper drainage; Grade and landscape such that water drains
facilities •' Microbial decomposition of away from facilities
organic matter
Manure tracked onto + Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information:
Available From
Swine Manure Management; 0200 Ruie/BMP Packet
NCSU, County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies; EBAS Fact Sheet
NCSU - BA E
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; SBAB 128.88
NCSU -BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAS 129.88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; SBAS 103.83
NCSU - BAE
Calibration ofManure and Wastewater Application Equipment; EBAS Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Asswance Program ; NPPC Manual
NC Pork Producers Assoc
Optlons for Managing Odor,, a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns In Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specinc Practices
Lt uta Systems
Flush Gutters Accumulation of solids Flush system is designed and operated
sufflelently to remove accumulated solids from
mutters as designed.
R- Remove bridging of accumulated solids at
Lagoons and Pits Crusted Solids V 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 Vegetative Decaying vegetation WMaintain vegetative control along banks of
Growth lagoons and other Impoundments to prevent
accumulation ofdecaying vegetative matter
along watefs edge on Impoundment's perimeter,
Feeders • Feed Spillage r Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage,
C Clean up spillage on a routine basis (e.g., 7 - 10
day Interval during summer;15-30 day Interval
during winter),
Feed Storage Accumulations of feed residues Reduce moisture accumulation wi in and
• around Immediate perimeter of feed storage
areas by Insuring drainage away from site
and/or providing adequate containment (e:g.,
covered bin for brewer's grain and similar high
moisture grain products),
0 inspect ror and remove or break up accumulated
solids In filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause DIAN to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
minimal,
❑ Maintain fcneo rows and filter strips around
animal holding areas to minimize
accumulations ofwastes (1.e., Inspect For and
remove or break up accumulated solids as
Dry Manure Handling Accumulations of animal wastes Q Remove spillage on a routine basis (e.g,, 7 , 10
Systems day interval during summer; 13.30 day In
during winter) where manure is loaded for' land
application or disposal.
.0 Provide for adequate drainage around manure
stockpiles,
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more informatlon contact the Cooperative Extension Service, Dcpartment of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695.76f3. '
4 w
S
AMIC • November 11, 1996, Page 2

Mortality Management Methods
(check which methods) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must 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
$cis R4 qz A� 5 r ,—v Fc - VeA6 AXI l M AL- 66ujee:n OA1 $Y T��
❑ 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)
December 18. 1996

WARMS
P. 0. BOX 759 ROSE HILL,
PHONE (910) 289 - 2111 NORTH CA ROLINA 28458
7i 44,h \�
97
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SEDIMENT TRAP/STONE FILTER
N.T.S.
2� TEMPORARY, DIVERSION
3 N.rs.
SHOLAR FARM #4
EROSION CONTROL DETAILS
--�
�— EVER'ANI. r E) i -PASS
6- EI TOP OF
F rTl l=� TOP OF IMAM
-
DESCRIPTION
I-
rll '0 lNTY
LDRA WN B , . .#'WF'
1997
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SCALE: NONE
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9
GENERAL. NOTES:
1. ILEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ACTUAL STRIPPING
REQUIREMENTS SHALL. BE SITE SPECIFIC, AND SHALL BE DETERMINED IN
THE FIELD BY MURPHY FARMS PERSONNEL. THIS MATERIAL SHALL
BE STOCKPILED AND MAY LATER BE RESPREAD ON BACKSLOPES TO HELP
REESTABLISH VEGETATION, BUT SHALL NOT BE USED AS STRUCTURAL ALL.
INDIVIDUAL ROOTS OF 2 INCHES IN DIAMETER OR GREATER WILL NOT BE
ALLOWED IN FILL SECTIONS. ANY STUMPS ENCOUNTERED IN LAGOON SIDE
SLOPES OR BOTTOM MUST BE REMOVED-
:3, THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES THE
LAGOON WILL REQUIRE CLAY LINING. THE BOTTOM AND SIDE SLOPES
OF THE LAGOON SHALL BE UNDERCUT FOR A 1.6' THICK LINER. THE
LINER MATERIAL SHALL BE 'THOROUGHLY AND UNIFORMLY COMPACTED
SUCH THAT THE PERMEABILITY AFTER PLACEMENT SHALL NOT EXCEED
1.25 X 10-6 CM/SEC. UNDISTURBED CORE SAMPLES OF THE LINER
MATERIAL WILL BE TAKEN AFTER COMPLETION AND WILL BE LAB TESTED
TO CONFIRM THE PERMEABILITY. THE MURPHY FARMS ENGINEERING
DEPT MUST APPROVE LINER MATERIAL PRIOR TO PLACEMENT. SEE
LINER / DIKE CROSS SECTION DETAIL ON SHEET 2.
4 THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING WITHIN THE EXCAVATED DEPTH. IT IS IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
PROJECT AND MAINTAIN THEM UNTIL ALL LAGOON GRADING AND LINING
IS COMPLETED.
5. THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1 /2 THE
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED, THIS IS IMPORTANT TO HELP REDOCE START-UP ODORS
AND TO GUARD AGAINST SLOUGHING OF THE LINER MATERIAL_.
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POIN T.
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
9, ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON AND BUILDING-
10. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT; APPROVED SCOUR
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE
STAFF GAUGE INSTALLED; THE LAGOON PRECHARGED.
11. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INTENDED
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL. REGULATIONS
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL MEASURES
MAY BE' REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IT IS THE
LAND OWNERS RESPONSIBILITY TO PROVIDE.' AND MAINTAIN ALL SUCH MEASUF S
THROUGHOUT THE CONSTRUCTION PERIOD.
I
SEEDING NOTES:
1 ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS
INCLUDES INSIDE SLOPES OF THE LAGOON.
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN,
3- APPLY LIME AND FERTILIZER FHEN DISK TO PREPARE A 3 f0 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.
SOIL AMENDMENTS;
2500 LBS OF 10-10--10 FERTILIZER (1000 LBS/ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
2.50 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
SEEDING SCHEDULE:
winter
150
LBS
OF
FESCUE (60 LBS/ACRE) - SEPT 1 TO NOV
30
100
LBS
OF
RYE GRASS (40 LBS/ACRE) -
DEC 1 TO
MAR 30
75
LBS
OF
RYE GRAIN (30 LBS/ACRE) -
nurse crop
for fescue
25
LBS
OF
UNHULLED COMMON BERMUDA
GRASS (10
LBS/ACRE)
-
JAN 1 TO
MAR 30
summer
150 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)-MAR 15 TO JUNE 15
20 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)-APR 1 - JULY 31
TOTAL AREA TO BE SEEDED AND MULCHED = 2.5 ACRES (APPROX)
M I PHY�
LEGEND
EXISTING WOODSLINE
Y Y Y Y Y Y l
PROPOSED CLEARING LIMITS
WETLANDS
jL AL
- -- -- -- - -- -
EXISTING CONTOUR
so
FINISHED CONTOUR
-
rM
PVC FORCE MAIN
MINIMUM BUILDING / LAGOON
_
SETBACK LINE
-
SWALE / DIVERSION
--+�- _TD -
TEMPORARY DIVERSION
I R
4 X 8' CONC. BLOCK
SPLASH PAD
STAFF GAUGE
SOIL TEST PIT
Pl. .., ,.1...., 01, ._
PAD, LAGOON, OFFSET
STAKEOUT POINTS
LAGOON ELEVATION DATA
TOP OF DIKE EL. = 103.30
START PUMP EL. = 100.70
STOP PUMP EL. = 98.60
FINISHED BOTTOM EL. = 92.60
i
THE SITE EVALUATION FOR THIS FACILITY WAS CONDUCTED
4� ON JULY 17, 1996.
r
ALL SURVEY COLLECTIONS, LOCATIONS AND ELEVATION DATA
GATHERED BY MURPHY FAMILY FARMS ENGINEERING DEPT.
1 THIS SITE IS BEING CLEARED FOR THE CONSTRUCTION OF
THIS FACILITY, THEREFORE, NO OBSERVATION TRENCH IS
REQUIRED.
AL
T
CY
TEMPORARY SEDIMENT
-
_ _ -- -_ _-- -
LENGTH = 40.00,
i , _
lr`��`~r !.
(--
WIDTH = 20.00Lli
OVERALL DEPTH = 3.08'
Z
SEDIMENT STORAGE DEPTH =
1.58'
I
CD
STONE WEIR LENGTH = 4.8'
SEE DETAIL
`��rD�--
r
APPROXIMATE LOCATION
!
Q
I
= U6
�OF PROPERTY LINE
r __14
TEMPORARY
DIVERSION
SEE DETAIL
04
r L2
/1
�...
-. 03 .. AS SHOWNTV.
1 - 78 LF--3" PVC FORCE MAIN
■ INV 0 LAGOON = 102.30 L 5
MIN BURY DEPTH = 3'
GRADE RAMP a 10i 0-
D9
t
CONTROL PNT #4 � REBAR i�Y � !' NT
-
N = 5236.7496
E = 4770.2953 c)2
ELEV = 96.69 - -
BENCHMARK
RRS IN 2' OAK
ELEV = 100.00
C
r~ �" lk 4 07 � ..�
WETIANDS
L. 4 U8 i
t n4
% ! ,
% 0.
TP3 \ �`
WIDEN DIKE TO 35'
WITH ACCESS RAMP
4
P1 010
T' #4 -
♦� P4-��_ PRECAST CONC. PUMP CHAMBER
- ' (STANDARD PULL PLUG 3OX SIZE WITH
Ui 5 0' F2 SOLID BOTTOM AND 16" RISER SECTION)
} TOP ELEV. = 101.92
'7 BOTTOM ELEV. = 97.92
-,
��-- PUMP INFO:
FEED PAD SET -'^� -
AT EXISTING - LOW END OF PAIb,--.
GRADE ELEV = 100.00
1 014 -
HIGH END OF PAD - LOADING CHUTE-
ELEV = 100.45
40- 01
SETBACK FROM HOUSE
1 y v
APPROXIMATE LOCATION OF---"
PROPERTY LINE ALONG CE DITCH
I k. J q
TOTAL. EXCAVATION
PAD AND DIKE FILL
NET
SUITABLE FOR LINER
BORROW
FARMSINC. - M&
P. 0. BOX 759 ROSE HILL,
PHONE : (910) 289 --- 2111 NORTH CAROLINA 28458
EARTHWORK CALCULATION DATA
METHOD USED: COMPOSITIw
3,376 CY ** EXCAVATED CLAY 0 CY
7,342 CY * REQ'D FOR LINER 2,357 CY
3,966 CY CLAY RORROW 2,357 CY
0 CY
1,965 Cl(
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION.
*� TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
LINER.
y
SIIOLAR FARM #4
2600 1V L'RSERY
:F F �E_ ]TAB E_ '..:N I
013
r. r
;,�
Q!.
k�
CONTROL PNT #45
REBAR
N = 5264.4305
E = 5482.6865
ELEV = 98.20
MYERS MODEL MW 200
2" SOLIDS HANDLING PUMP,
2 HP., 3450 RPM, 230V, 10,
PUMP TO BE FURNISHED WITH
PIGGY -BACK CONTROL SWITCH
REBAR
N 5130.5037
E :t: 5245.0976
ELEV = 99.64
r
CONTROL PNT #1
REBAR
N •= 5000.0000
E = 5000.0000
ELEV - 100.04 GRAPHIC SCALE
40 U 20 40 W
E VI S 1-)
MK JET . OESCRIPTI'c,N
( Ir FEET )
I inch = 44 it.
160
I
OWNER:
JOE AND DWIGHT SHOLAR
1440 DEEP BOTTOM ROAD
WALLACE, NC 28466
[phone]
FMF';` I,,
DRAWN BY: . JV4'R
(-,HFC'KF-n Ry', dNT
4 C
Doc t01