240109_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Quai

A4*
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Mark"Johnson
Mark & Tommy Johnson Farm
P.O. Box 331
Evergreen, NC 28438
November 5, 2010
Subject:- Sludge Survey
Certificate of -Coverage No. AWS240109
Mark & .Tommy Johnson Farm
Animal Waste Management System
Columbus County
Dear Mark Johnson:
The -Division of Water Quality (Division) received your sludge survey information on October.
1.3, 2010. With the survey results, you requested an. extension of the sludge survey requirement
for the two lagoons at the Mark & Tommy Johnson Farm facility. Due to the amount of- -
treatment volume available, the Division agrees .that a sludge survey is not needed until 2014 -for
your lagoons.-.
The next sludge survey for the two lagoons at Mark &.Tommy Johnson Farm facility. should -be -
performed before December.31,-2014. Thank you for your attention to this matter. Please•call-
me at [phone] if you have any questions.
Sincerely NOV 0 9 2010
BY:
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Permit File-AWS240109
1636 Mail Service Denier, Ra€sigh, North Caro€ins 27699-1636
Location: 2728 Ca 'a€ Sih:d.. Raleigh,:ivorth Carolina 27604
Phone: [phone] ; FAX; 919-715-.0588 i Customer Service: 1-877-623-6744
Intnmpw www nra-at m;mlb nm
:1nFnii�l r� -Qimtus-,Action Gnrtgv=r
North Carolina

September 11, 2007
Mark E Johnson
Mark & Tommy Johnson
P0Box 331
Evergreen, NC 28438
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
RECEIVEID
BY:
S E P 13 7007
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS240109
Mark & Tommy Johnson
Animal Waste Management System
Columbus County
Dear. Mark E Johnson:
The Division of Water Quality (Division) received your sludge survey information on September
5, 2007. With the survey results, you requested an extension of the sludge survey requirement
for the two lagoons at the Mark & Tommy Johnson Farm facility not to be required until 2009.
Due to the amounts of treatment volume available, the Division agrees that a sludge survey is not
needed until 2009. The results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-693 7.
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Wilmington Regional Office, Aquifer Protection Section
Central Files
o NCarolina
Jl aiumally
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterouality.ora Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmatnre Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

O�O
Hurphy-Brown, LLC 5/1/2007 2822 Huey 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Mark and Tommy Johnson
Farm Name: Mark and Tommy Johnson Nursery
County: Columbus
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 6400
Feeder to Finish
Storage Structure:
Storage Period:
'PR 2 zoaq
Application Method: Irrigation
Anaerobic Lagoon
>180 days
The waste from your animal facility must be land applied at a specified rate to prevent pollutiol�~l—'
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1.- Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste_ Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems-
1 of 8

This plan is based on the waste application method shown above. if you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr I
gallyr
Farrow to Feeder
4015 gal/yr
gallyr
Farrow to Finish
10585 gallyr
gallyr
6400
Wean to Feeder
223 gallyr
1,427,200 gallyr
Feeder to Finish
986 gallyr
gallyr
Total 1,427,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
6400
Wean to Feeder
0.48 lbs/yr
3,072 lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 3,072 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 30.62
Total N Required 1st Year: 4519.5269
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 4,519.53
Total Nitrogen Produced by Farm: 3,072.00
Nitrogen Balance for Crops: (1,447.53)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

P4AI
A4 A/
Reception Area Specifications
NMI����������0
v�
3(a) of B

.Reception Area Specifications
Tract Field Irrigated Soil IS1 Crop Tim* to Ist Crop lit Crop Lbs KfAc Lbs-N
Acreage Typo Code Apply Yield lbs N/Unil Residual /Ac Utilized
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in berrnuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,_ you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Q Sorghum/sudan grazed
Lbs N utilized 1 unit yield
1.6 lbs N 1 bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs; N 1 bushel
12 lbs N / ton
0.12 lbs N 1 lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N 1 bushel
2.4 lbs N 1 bushel
50 lbs N 1 acre
50 lbs N I acre
2.5lbs N/cwt
2.4 lbs N 1 bushel
4.0 lbs N / bushel
40 lbs N / acre / yr
48.3 lbs N / ton
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT rlanimal Farm Totallyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
6400 Wean to Feeder 0.072 460.8
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 460.8 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 2304 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 18.432 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rafe Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
* inches
6434
1
Ra
Q
0.4
1
6434
2
Ra
Q
0.4
1
6434
3
Ra
B
0.4
1
6434
4
Ra
B
0.4
1
6434
5
Ra
B
0.4
1
Johnson
6
Ra
D
0.4
1
7
Ra
D
0.4
1
8
Ra
G
0.4
1
9
Ra
G
0.4
1
6
Ra
O
0.4
1
7
Ra
O
0.4
1
6of8

Additional Comments:
Pulls 6-9 are option for use. Any of the crops listed may be used for
pulls 6 and 7.
7of8

NUTRIENT UTILIZATION PLAN CERTIMATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Mark and Tommy Johnson Nursery
Mark and Tommy Johnson
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Mark and Tommy Johnson
Signature: Ak"
' "/ Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
LLC.
2822 24 West, PO Drawer 856
Wa w, NC 28398
(9 293-3434
Signature: J��� f // —. '5'('01
Date
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILMATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on. or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 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
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist'. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications 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 soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Mark and Tommy Johnson
Address: Facility 24-109
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Numher (arres)
Soil Tvne Slone % CroD(s)
County: Columbus
Date: 5/1/2007
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
1
3.62
Ra
<5
Summer/Winter Annuals
0.35
.5-1
2
3.94
Ra
<5
Summer/Winter Annuals
0.35
.5-1
3
3.7
Ra
<5
Bermuda
0.4
.5-1
4
3.89
Ra
<5
Bermuda
0.4
.5-1
5
2.14
Ra
<5
Bermuda
0.4
.5-1
6
1.02
Ra
<5
Row Crops
0.35
.5-1
7
2.578
Ra
<5
Row Crops
0.35
.5-1
8
3.68
Ra
<5
Fescue
0.4
.5-1
9
2.47
Ra
<5
Fescue
0.4
.5-1

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number (ftlmin) (in/hr.) Width(ft.) Length(ft) meet (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
Irrigation
Flow Rate of Sprinkler pm
143
Operating Pressure at Pump psi
100.0
Design Precipitation Rate inthr
0.32
Hose Length feet
980
xxxxxXXX
Type of Speed Compensation
Mechanical
xxxxxXXX
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement (hp)
30.0
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
NA
Dead End
NA
Tee
NA
Gate Valve
NA
45 degree bend
NA
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy - Brown
Address: P.O. Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs: C�s
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is intended to provide 'wetted' acreage information for this existing system. Acreage
shown is based on 'new and expanded' criteria. SB515 setbacks must be adhered to when operating this
system.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
0.97 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
143 gpm
Wetted Diameter:
260 feet *90% manufacturer's charts
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
182 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
180 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.32 inlhr
300 degree arc =
0.38 in/hr
220 degree arc =
0.52 in/hr
180 degree arc =
0.64 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree are = 2.55 ft/min
220 degree arc = 3.06 ft/min
180 degree arc = 5.10 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feetlsec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/O! ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= #DIV/O! feet/100 feet
Max. Mainline Loss = #DIV/O! feet or #DIV/O! psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
psi
Elevation head:
psi
Mainline loss:
#DIVIO! psi
Suction head and lift:
psi
5% fitting loss:
#DIV/O! psi
TOTAL(TDH) =
#DIV/O! psi or #DIV/O! feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description:
Pump Efficiency: %
Horsepower Required: #DIVIO! Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust:
feet
Soil Searing Strength:
feet
End Cap:
#DIV/O!
ft2
90 degree elbow:
#DIV/O!
ft2
Tee:
#DIV/O!
ft2
45 degree elbow:
#DIV/O!
ft2
Rine Pressure Ratina Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: #DIV/O! psi
70% of Pressure Rating: 0 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Acreage calculations
Pull No.
Width
Length Start
S_ toa
Total Acres
1
163
852
0.28
0.15
3.62
2
180
797
0.36
0.29
3.94
3
180
739
0.36
0.29
3.70
4
180
783
0.36
0.29
3.89
5
93
848
0.18
0.15
2.14
6
191.4
82
0.36
0.3
1.02
7
191.4
435
0.36
0.3
2.57
8
191.4
687
0.36
0.3
3.68
9
191.4
411
0.36
0.3
2.47

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
I. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application_ Any discharge of waste which reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized agreement for use
of adequate land on which to properly apply the waste. If the producer does not own adequate Iand to properly
dispose of waste, helshe shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when there is a change in the operaiton, increase in the
number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion, of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acrea per veal, providing grass filter strips are installed where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
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 soil incorporated on conventionally tilled
cropland When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occure during a season prone to flooding. (Sce 'Wltcather and Climate in North Carolina" for
guidance.)
7. Liquid waste shah be applied at rates not to exceed the soil infiltration rate such that runoff does not occure off! -site
or to surface waters and in a method which does not cause drift firm 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 surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage from aiiittial waste should also be considered
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a niinimum and a suit*Te W=-, cover crop
planted to take up released nutrients. Waste shall not be applied enure than 30 days prior to planting of a 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 componet of a swine farm shall be at least 50 feel
from any reside dal property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied
closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present (See Standard 393 - Filter Betels,}.

MRCS WASTE UTILIZATION
FLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
I3. Animal waste shall not be applied closer than 200 feet of dwellings other dean those o«-ned by landowner.
14. Waste shall be applied in a manner not to reach other propery and public rir hr-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 it has been approved as a land
applications site by a "technical specialist". Animal waste applied o❑ grassed watenvays shall beat agronomic rates
and in a manner that causes no runoffor drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, Toilets. sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established oil 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. Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18, If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a'cIosure
plan" which will eliminate the posstbiliry of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected oil a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should be kept onsite.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consutnpt Ohl it should only be applied preplant with no
further applications of animal waste during the crop.season.
21. Highly visible permanent markers shall be installed to marl: the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between
the markers. A marker will be required to mark the maximum steerage VOILLnle for waste storage ponds.
22. Soil tests shah be made every year, and a liquid waste analysis shall be taken within 60 days of application
consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC regulations.

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Mark Johnson
M & T Farm
Scale: 1 "=500°
.Q m
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Total Field = 11.15 Ac.
Total Field = 7.47 Ac.
Total Field = 10.'
offsets
Total Field = 11.69 Ac.

flje,
10.13Acres
11.7 Acres
d
11.15Acres. and
7.5 Acres Wells

QNAEI ON 150 SERIES BIG GUN® PERFORMANCE - U.S. WTS
150 TAPER BORE NOZZLE 150V
1 50T — Specify size when ordering
:: Flow
0.70" 0.80" 0.90" 1.01r 1.1" 1.2" 1.3" 1,4"
9317-070 9317-080 9317-090 9317-100 9317-110 ' 9317-120 9317-130
PSI
GPM
DIA. FT.
GPM
DIA. F.
GPM
DIA. Fr.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA- FT.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340 1
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
440
545
460
632
481
150 TAPER RING
NOZZLE
ISOM
COMPONENTS:
Body Taper Ring CUP
150TR = Body + Cap + 1 Taper Ring
*9773 #9238-i?? #6286
Specify size when ordering
EJD
Flow Path
(D�A CDC)
0.88"
0,96"
1.04" 1.12"
1,2" 1.28" 1.36"
9238-022
9238-024
9238-026 9238-028
9238-030 9238-032 9238-034
PSI
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. Fr,
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
294
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
1 181
320
1 220
840
262
357
1 313
377
1 368
396
1 429
411
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 1.50R
150R = Body + Cap + Set of 7 Rings
Specify size when ordering
0,86" 0.97" 1.08" 1.18"
6287-086 6287-097 6287-108 6287-118
COMPONENTS:
Body Ring
cap
#9773 #6287-i!2i
#6286
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1 .26" 1.34"
1 _41" 1 .47"
6287-126 6287-134
6287-141
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GPM
DIA. FT.
GPM
DIA. FT,
GPM
DIA. FT.
GPM
DIA- FT
GPM
DIA. FT
GPM
DIA. FT.
GPM
DIA. FT.
50
100
245
130
265
165
285
205
300 E
255
320
300
335
350
350
385
353
60
110
260
143
280
182
300
225
315
275
335
330
350
385
365
423
368
70
120
270
155
290
197
310
245
330 i
295
350
355
365
415
380
458
383
80
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165
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1 210
320
260
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315
360
380
380
445
395
490
399
90
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290 1
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1 223
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100
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1 500
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Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: nelson@nelsonimcom Web site; www.nolsonirrigation.com

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
Mark and Tommy Johnson
Mark and Tommy Johnson
7646 Haynes Lennon Way
Evergreen NC 28438
Dear -Mark and Tommy Johnson:
1 0IffWA
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 24-109
Columbus 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. ERR I, IRR2, DRY I, DRY2, DRY3, SLUR I, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571_
Sincer ,
Kerr T. Stevens, Director
Division of Water Quali
cc: Wilmington Regional Office
Columbus 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 Environm E�
and Natural Resources
Division of Water Quality DEC 31 fgg]
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Mark and Tommy Johnson
Mark and Tommy Johnson Farm
7646 Haynes Lennon Way
Evergreen NC 28438
Dear Mr. Johnson:
[ LTI.KMAI
E N FI
Subject: Classification of Animal Waste Management Systems
Facility: Mark and Tommy Johnson Farm
Facility ID #: 24-109
County: Columbus
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 OIC.
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,
,�}
)"i /7 %►L�,yr�.
Joseph B: McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources RECE71VIEUDY + • •
Division of Water Quality
JUN 0
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary BY: C F1C
A. Preston Howard, Jr., P.E., Director
June 2, 1997
Reginald Mark Johnson
Mark and Tommy Johnson
7646 Haynes Lennon Way
Evergreen NC 28438
Subject: Certificate of Coverage No. AWS240109
Mark and Tommy Johnson
Swine Waste Collection, Treatment, Storage
and Application System
Columbus County
Dear Reginald Mark Johnson:
In -accordance with your application received on May 27, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 24-109, 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 Mark and Tommy Johnson Farm, located in Columbus County, with an animal
capacity of no greater than 6400 Wean to Feeder and the application to a minimum of 14 acres of land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless. such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike. Lewandowski at [phone] ext. 362.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
W5tlV6'g't8"nTReg10 erGffiee� Wiffr_Quality.Sections
Columbus County Soil and Water Conservation District
Permit Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October .17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mark and Tommy Johnson
7646 Haynes Lennon Way
Evergreen NC 28438
�ffl1.9X0 T
A*A
C)EHNF1
Subject: Mark and Tommy Johnson
COC No. AWS240109
Columbus County
Dear Mark and Tommy Johnson:
The subject facility was issued a Certificate of Coverage (COC) on 6/2/97 authorizing the operation
of the animal waste collection, treatment, storage, and land application system in accordance with General
Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean Water
Responsibility Act. The Clean Water Responsibility Act included, several changes to the Swine Farm
Siting Act (Siting Act) including the requirement that all set back distances be met for any swine lagoon or
swine house for which construction commences on or after the effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, -it. required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management PIan 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.
Sincerely,
Kim I�ZZ� n, , Su ervisor
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]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina 7rECEIVED
Department of Environment
and Natural Resources JUN u 4 1998
Division of Water Quality
James B. Hunt, Jr., Governor
BY:
Wayne McDevitt, Secretary D
A. Preston Howard, Jr., P.E., Director
June 1, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mark and Tommy Johnson
Mark and Tommy Johnson Farm
7646 Haynes Lennon
Evergreen, NC 28438
Subject: Mark and Tommy Johnson Farm
COC No. AWS240109
Columbus County, NC
Dear Mark and Tommy Johnson:
The subject facility was issued a Certificate of Coverage (COC) on June 2, 1997 authorizing the
construction and operation of a new swine waste management system. You were sent a letter (attached)
on October 17, 1997 regarding changes in the Swine Farm Siting Act (Siting Act) and advised to make
changes to the Certified Animal Waste Management Plan to reflect these changes and submit for
approval. Our records show that you have received the October 17, 1997 letter but have not officially
responded to that letter to this date.
You are once again requested to submit by Jul 1, 1998 a notification to this office whether the
farm was under construction on or before Aug. 27, 199�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 could result in revocation of permit.
If you have any questions or comments concerning this matter, please contact Sue Homewood at
[phone] extension 502 or me at extension 540.
Sincere"/,
Kim H. Colson, P.E., Supervisor
Non -Discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina 01K
Department of Environment, Health and Natural Reso
Division of Water Quality
Non -Discharge Permit Application Form JUvt
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Jag?
General Permit - Liquid -Animal Waste OP era
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: 1- 15 - 7
I. REQUIRED ITEMS CHECKLIST - - -
Please indicate that you have read the following list of requirements by signing your initials in the space provided nmso each -
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations; Af
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 Part U of the Animal Waste Management Plan (AVMP) Certification Form. If -__s
the facility does not have Part II of the AWMP completed, it mast be compIetedmda to
submittal of a general permit application for animal waste operations. _
II. GENERAL INFORMATION: -�
1. Farm's names of TlNN1 Vafl vsV.el -- -
2. Punt Land Owner's name: 10"�t_ oi» T/�iSa,J
3. Mailin, address: 76y6
Cirv: ELe2, � State: /� Z.}p: •��`%39
Telephone Number { /0 -//Z(o -
4. County where farm is tocatSd: &Vimmor
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): rle"t EZi/w6. Awdl mgc
/hf/ Q V I A%atZV. FA; /Az AI/J-gs OA/ .eJ 1S.*
6. Print Farm Mana�+er s name (if different from Land OwDer):
7.- Lessee's / ntegrator's a (if applicable; please circle which type is listed): &gaig 0f t AL/Al/�
FORM: AWO-G-NE 1/97 Page I of 3

III. OPERATION INFORMATION:
_ 1. Farm No.: (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
I= of Swine No./of Animals Jxpe of Poulty Djo. of Animals Tvtx gf Cattle No. of Animals
Wean to Feeder tor%b 0 Layer 0 Dairy
0 Feeder to Finish 0 Nan -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
- Other Type of Livestock on the farm: No. of Animals
3. Acreage cleared and available for application: ? S ; Required Acme (as listed in the AWMP): ,
4. Number of Lagoons: 2 ;Total Capacity: ?�S 73 i Cubic Feet (fi3)
Number of Storage Ponds: Q ; Total Capaciry: Cubic Feet (0)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or `� 0 (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES . or & (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sued? 1-zo -94
What was the date that this facility's land application areas were sired? y/0' 96
- IV. APPLICANT'S CERTIFICATION:
I, js�".61 A/LH—j._-Onf>eY (Land Owner's name listed in question I-2), attest that
this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature
Date T- /5 -9
V , MANAGER'S CERTIFICATION: (complete only if different from Hu Land Owner)
I, (Managers name listed in question 1.6), attest that this
application for
has been reviewed by me and is accurate and complete to ttte 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.
Sig nature
Dare
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 BOY 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-NE 1/97 Page 2 of 3

1
-',--
MARK & TOMMY JOHNSON - GROWER #286
4 -1600 WEAN TO FEEDER
HIGHWAY #242 - COLUMBUS COUNTY
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DIRECTIONS: FROM EVERGREEN, TAKE HWY. #242 NORTH. FARM WILL
BE 1.5 MILES ON THE RIGHT.
MAILLING ADDRESS: SHIPPING ADDRESS -
MARK & TOMMY JOHNSON MARK & TOMMY JOHNSON
7646 HAYNES LENNON HWY. HIGHWAY #242
EVERGREEN, N.C. 28438 EVERGREEN, N.C. 28438
[phone]
\ BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET - P.O. BOX 487 • WARSAW. N C. 25398-0487 • OFFICE: [phone] • FAX: [phone]

TABLE OF CONTENTS
✓ Cover Sheet
✓ Site Evaluation
Waiver(s) (if required)
✓
Nutrient Management Plan
—�
Soils Map
ASCS Map
NRCS Waste Application Specifications
Topographic Map
✓
Floodzone Map
Emergency Action Plan 4 73M P's
+�
Lagoon Design Specifications
✓
Lagoon Constriction Specifications
y
Y
Lagoon Operation & Maintenance Plan
.
J
Lagoon Marker Specifications
f
✓
Seeding Recommendations
✓
J
Lagoon Classification Sheet
`! Soils Investigation Sheet
Operation Layout
J
Excavation & FiII Requirements
l ce-,C7 r CJJ at5 i6d
DWQ Certification

United States Resources
� Department of
Agriculture Canservatian
Service
WA=.= MANAGEMENT F3CM= SM EVALITATIOIY
CZ'fERAL LYFORNUTION
NAIML )4lAgk,f Comm 'JO
TET-puoNICE
LOCA-70N hyi/ Z4/Z
��T/�
SIZ=OP�iION �J I�F� /�/��
LOCATION DATA
Dim.1NCE;3OMNEAR-rZrFESIDENC„EN(CrrOWNED BYPRODUCER r70o FT.
DISTANCE FROM :IE 4RYST PGA C IC F AC�2T'l (stseol, csue5, eec) >77 FT.
IS Srsa WTrIM4 L00-YE-ARFL000 PLaLNT 1Cr.5 NQ�
If yes, XRCS cannot provide sssistauca
LS ST AT LEAST 100 FT. FROM A "SLUE LLNi' PE3ZVNiAL 5i-R2'AM7 YES Z NO
If no, site must be relocated.
IS Si -L WrrxM%;. 1 MQE ZONLYG MMMDICTION OF iadUMCI2.4LrM YES _ NO Z
If yes, landowner should consult with focal musing Scard about required
permits. Permits must be obtained prior to design approval
ARF. I+ i�E2I"s:S LY CONSTRUCTION AR W YES � NO
If yes, see Part 93 of the National Eagineering Manual and fallow policy.
(Copies of maps or other reference materials may be attached to site
Wk-a-kNL DS
WTLLSrIE LYVOLV$ CL=AILLNG WOODLAND ORA,NY:fON-C3OP"ND? YFS _ `Q V
If yes, producer must complete Form NRCS-CPA-33 (Request for Certified
Wetland DeterminstionMelineztioo).
WILL ACTION RESULT V SW`A1eBUSI1NG? YES NO ✓
NC-CPA-17
REV. 1, 2-96
IF WETLANDS AP-- INVOLVED, IT IS THE ?MPONSiEZ= OF THE PRODUCERTO CONTACT THE US AX&ff CORP OF
ENGu f= AND THE DIVISION OF MgVIAON ZXT.aL. MANAG-Z.',e 1VTTO DZrZtM 4S IF PE42CCM ARE REQi MED.
IF' aN' iL- NBS ARE LYVOLVED. THE PRODL:CE3 SHMILD NOT CL:A.RANY LAND UN -MA, WETL.Ab 3 DEL 24EATMN
IS MAE)F-
MRCS will provide technical assistance is wetlands only under the following coadltians. For natural wetland
iMClusiaUS less than aae acre in site, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands grater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimiutiaa of impacts, and compe=tory Mitigation is
Qrried out in that order of oreference.
ODOR COC(TROL _..._--
FL3S ODOR CONTROL, SEEN DISCUSSED WITH PRODUCER-:
• PREDO.NANT WLND DMECTIZON? YES NO
• P R ECH AROLNG LAGOON wT .-i 'r=H WA=L TO AT LF-AST IR YES �% NO
OF IrLr- CAP.4C.= ' /
• USNG GCOO SCLNo IUDG`IE.NT LN LA.ND AP?UCATION YES y NG
OF WAS L a? i~

NC-CPA-17
REV. 1, 2-96
Page 2
—•
OT$ER r`iti-(AOr[lt�`FTAL FACTORS
IS c-' UANCER EF1 ANDlOR TRIMMED SPEC'.ES HABMAT PRESZY,7 YES NO
IS A BES:C, FATED YATLtZ4L. SCIMAC AREA INC..L3DED 24 TzM PL MZ%M� G APB► OR
wIL= PLA.YNM ACTIONS I3LOACT ON AN ADJAC ' NAZL-AAL SCM" C AREA? YES -40
IS AN A-RC:s. 1EOLOGiCAL O P. R:CAL Stir LOCAT=- V TAE PL AZWED AREC -1 YES— YO _✓
ARE i r=ZB ?,R f.., CNZQL e. S-Z ATc OR LOC U-r Y DK?O P.TA.YC F4.na-Al,MS 4V TILM YES _ ; FO
aPURATLNGTj4 TI,7
WEL 7HE AC: 0N' ESM-7 rN SODSUSL'NGo? YES _ NO
If the saswer to any of the above is yes, NRCS wM not provide technical
WASTE XIUXACR.titE:NT
DOES PRODi:C=ROV*NZ ENOUGH "M TO PROPURLY LAND APPLY AL WAS. YFS ✓ NO .
INCL.LD CNG SUJDGz ALT."dUGH SL MCE MAY ONLY BE APPLIM INFREQ L i Y? —'
LF;iO. DOES PRODUCE. i' HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNE=} BY PQOD[ICE?- CAN P.QODUC.M GET AM! ON LAND YES _ NO
ON VaCCx TO APPLY WAS i r.?
(Attac=s Waste Ut r=doa Plan to site evaluation.)
SOIL IYVFSTIGATION - VALIII Orrt.Y IF SOUL u V$S CATION
SEFVT A=AcE=
LS SOM SLTI-ABLE FOR LAGC7ON7
LS A LTN-m _-UQL-M=
LYP OFL'VI3TOBEUSED:
IF CLAY U-NEM IS TO BE USM. IS SZ=ABLF. CLAY AVAn a ar v ON
S.? -
IF CLtY LS NOT AVAMABt=. ON SITS DOES t -MCWN X.trAVE
ACCESS TO CLAY?
IS A Ca R= ��t�: REQUTAr"i ?
(Attach sad iamtfgntion sheet to site evaluation-)
IS SL MIFACS DR.LV TIIZ PRSZ-
(If yes, tle must be Moved or pluaed)
YFS _✓ YO
CLAY ZEM41-04N ar_i C
Yz.S ✓ NO
YES _y NO
YZS NO
Im NO
StisA2PR0VED- YES NO COt4DMIONAL
COhLi�t^c*,�
TMS Sit= -UT" EriGl.isON IS VALM FOR TWELVE MONMAS FROM TFE DAis SHOWN BELOW. IF CON= L=CN
iiAS ; iO i 3F.=V Si Ai�:S1 WiT_�fi iF!'r.I.VE ]d0.`rin5. AYcW S� iNVE.STIGA?iON G'� $E .Rz.QLFLIt=]_ Y
i
s:G� tATUiL: DATZ
v C:zamg= in the taczl or =te taw ar ch=gcs is the sis lord could rc=irc a ary site iavcon.

SOILS & SrIE EVALUAIUN
Farm:
11 operation: �'-IAV +,4&e� 11 State Road # 44L? 11
Date: �f /-
County:
Distance to nearest residence: .Z000 F
Number of homes within half -mile radius:
Number of homes within one mile radius: �/4 MrLES
Distance to closest swine producer:
Distance to Feedmill : 0 4vt45
Wetland Information: Aee-6 a102.6
Comments: 3rlir c /�l�r�n��c� �x/Sj� Gav 5.7 . /6o7roA, or -
Depth
(ft)
1
2
3
4
5
6
7
0-1tv�
1-2
2-3
P.P
SA cp
3-4
StrC�
S,zcQ
SSG
- 6
4AP
5 5R-L
6-7
7-8
--SL4,
8-9
60-
54
5a - ,L.
9 -10
Cisc-
10 -+
w aeasanai reign war-er Tanie
Borings made by:
Signature & Title:

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Mark & Tommy Johnson
Columbus
Wean -Feed
6400
Anaerobic lagoon
180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual "soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
6400 animals X 222.65 gallanimallyear =
1,424,960 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
6400 animals X 0.48 Ibs/animal/year =
3,072.00 Ibs
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Type
Crop
I Code
Yield
/Ac
Ibs N
/unit
Acres
Lbs NIAc
Residual
Lbs N
IAc
Ibs N
[Required
Time to
Apply
437
6
WaB
B
4.7
50.00
5.00
I
235.0
1175.00
Mar -Oct
437
4
Pa
B
4.1
50.00
8.98
205.0
1840.90
Mar -Oct
437
--6
WaB
K
50.00
5.00
I 50.0
250.00
S-April
437
--4
Pa
K
50.00
8.98
► 50.0
449.00
S-April
Total 14.0
Available N
"Difference
3714.90
3072.00
-642.90
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
Page: 3

the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code Croa
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Com - Silage
F Cotton
G Fescue- Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
100 Ibs N / acre
133 Ibs N / acre
2.5lbsN/cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.072 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
Page: 4

11
If you remove the sludge every 5 years, you will have approximately 2304.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7.68 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 18.43 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
Crop
Application Rate ;
inlhr
437
6
WaB
B
0.60
437
4
Pa
B
0.45
437
—6
WaB
K
0.60
437
—4
Pa
K
0.40
Application Amount
* inches
1.00
1.50
1.00
1.50
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
Page: 5

It is the responsiability of the producer and waste applicator to ensure -,hat the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATIUN
Name of Farm:
Owner/Manager Agreement:
Mark & Tommy .Johnson
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the fans named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Please Print
Jimmy R. Vihson
Brown's of Carolina, Inc.
P.O. Box 491
Warsaw, NC 28398
[phone]
i1 -
Date
Page: 7

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MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited
2. There must be documentation in the design folder that the producer either owns or has a notarized agreement for use
of adequate Iand on which to properly apply the waste. If the producer does not own adequate land to properly
dispose of waste, he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Flan when there is a change in the operai ton, increase in the
number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be caved in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding Iess than 5 tons per acre per year. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acres per rear providing grass filter strips are installed where
runoff leaves the field. (See FOTG Standard 393-Filter Strips)
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 soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be Broadcast provided the
application does not occure during a season prone to flooding. (See "Wlieuther 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 occure off --site
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 surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt daniage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high.potential for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a sukdbTe, mF r cover crop
planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a 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 componet of a swine farm shall be at least 50 feel
from any residential property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1. 1995, shall not be applied
closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present (Ste Standard 393 - Filter Strip.).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CON'TNUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those ovmed by landowner.
14. Waste shall be applied in a manner not to reach other propery and public right-of-ways.
13. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over-
sprayin& Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established on aII disturbed areas {lagoon embankments,
berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the tegetation. Vegetation such as trees,
shrubs, and other woody species, etc. are limited to areas where eotisidered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should he inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is 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 si te.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consumption it alluuld only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanenet 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 siarape vokune fur waste storage ponds.
22. Soil tests shall be made every year, and a liquid waste analysis :Mall be taken within 60 days of application
consistent with waste utilization plan. Poultry sitter shall be tested prior to application. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC regulations.

Ei�RGENCY ACTION PLAN:
PROi NUMER
DWQ / 39S 390 a -
E MRGE i CY NLA AGENMITr SYSTEM 91i -
SWCD 4/0 % f rz Z-?W
IR, CS fib ,/0?Q ;13yk
--'Tills plan will be implemented in the evert tz�t wales from your operation are lealdng
overflowing, or rz:nning aff site. You should act wait until wastes reach su{5Lca waters or leave
your property to consider that you have a problem. You should make every a$ort to ensure that
this does not happen- -Uis plan i'l oufd be 2osted En an accesdbie lao&ia fgr a,Lca=hz= at the
_ fg0ity The following are some action itw-ns you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some posszo(e problems are roved below.
A i.agoan overflow — possible solutions are.
a. Add soil to be.,,i to increase elevation of dam-
b. Pump waste to fields at an acceptable rare_
c. Stop afl flows to the lagoon immediately.
d. Call a pupping coutrac:or.
e. Nf ake sure no sumac ce water is enter:ng lagoon.
B. RuncEfi on waste application field -at eons include:
a. Immediately stop vast, application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reducc runol
d. Evaluate and eliminate the reason(s)that caused the runoff
1
e. Evaluate the apgon rates for the fields where runafr occurred.
C. Leakage f mm the waste pipes and spr:nlders-action include:
a- Stop recycle purnp .
b. Stop irrigatian pump.
c. Close valves to eliminate tffir`-her dischm-4
d. Repair all leaks prior to resa*ting pumps.

D. Le-kage from flush systerns, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Maine S-.se no siphon occurs.
d. Stop an flows in the house, flesh syrsterns, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from, base or sidewarl oflagoon. Oren this is seepage as opposed to flowing
leaks -possible aeon:
a Dig a small well or ditch to catch all seepage, put in a subme,-sole pump, bad pursp
��• back to lagoon.
b. If holes are caused by burrowing artimals, trap or remove animals and S holes and
car ipact with a clay type soli
c. Have a professional evaluz±e the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the.exttert of the spill and note any obvious dar„ages.
a. Did the wasie"reach any suraf ce waters?
b. Appro?dmately how much was released and for what duration?
c. Azy damage noted, such as employee injury, fish His, or proper, damage?
d. Did the spill leave tlhe property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach surface waters?
g. A:e potable water wells in d_mger (either on or of of the property)?
h. How much reached surface waters?
3. Contact, appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone 910 ,395 39M. Afte. hours, emergency number. /9 133 Y Your phone call
should include: your name, facility, telephone number, the details of the incident fi om item
2 above, the exact Iocation of the facility, the location or dkecdon of mavemeat of the sPM,
weather and wind conditions. The corrective measures that have beea.=derIzk9=rand the
s=iousness of the situation.
b. If spli Ieaves property or eaters surface waters, call local fell 4S Phone number 91 I.
e. Instruct EMS to ccntact, local Health Depar'aneat. :
d. Contact CES, phone number �/0- 650 570_0__ local SWCD office prone number.
10 i P and local N`RCS office for advice/technical assistance phone number
O q z3
4. If none of the above wor''z; call 911 or the Sherds Department and explain your problem to
therm ar,d ak that person to contact the proper agencies for you.

5. Ceuta the c*utrj=r ofyour choice to begin repair of probl=n to ualmi= cIT' site damage.
a. Zontra=r3 Name:
b. Cc=t-as::,-,crs Address:
c. Ccat-actars Phone:
r -qo6n (MRCS, Consuldqg Mi&ew, e
6. Coat= the tecb33ical specEau who c=tiffed the L tr-
a- Name: JIMMLYIIOO
b. Phone. qlO 2#3 20Y 2 LO 3
7. Impla=e=t procedw-es as advised by DWQ and tecliuical &Seiztancae agencies to rec* the
d=naA repair the syrte=6 and reassess the waste management plan to keep problems vikh
release of wastes from bapp�g Opm

Mortality Management Methods
(check which method(s) are bein,,,, implemented)
r..l Burial three feet beneath titre surface or 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 rcadcrittg plant licensed uncle; G.S. 106-163.7
❑ Complete hicincration
❑ In the case or dead poultry only, placing in a disposal pit of a size and'design
approved by the Dcpartmcm of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animaI's value without endangering
human or aninial health. (Written approval of file State Vcterinarian must be
attached)
Insect Control Checklist foi' AlZimal Operations
tiunrce
Cnelse
DMI's to C111311•11r Inscels Silt tipcciric Prodiccs
U(ItIld Syalcros
i lusll flutters
At eunu11a1iun ursulids
a
Fi11s11 syslcpl is desiglicll anti ollcralell
sufiiciclllly to rcnwvc accinnulatcd solids rr11n1
grillers as dcsiguud.
a
iteniove brilion,; oraccumuialcd suiids ;il
11isG11nrgu
I.al;nMls lentil fits
Crusle:d suiids
CJ
Muintuiu lugnoiis, scllli1q; basins U11d pill wrlcra
pest breeding is altparcul to nliniulize Iht:
crusllklg orsaiias to u dc1)1i1 orno. more 111111, G -
8 111clics over Illnre Than 30% of surrace.
Excessive vet;etalive
Dectlying vegetation
Ci
Maintain vegetativu control ahulg imiks or
tiluts111
higoons noel other inipoundmenls to prevent
accuunrhlliou of ticenying vegetative matter
along waters edge oil impouudinew's perinlcler.

Swine Farm. Wasto Managernent Odor Control Checklist
_ 511111'l'R
Cn11Yt
11UIS in iN1111111fxC nillll• SUL: Specifle PrildiCeS
Val In uwi
Swiiie plodllclioll
Cl
Vegelalivc or hooded buffers; ._.
Cl
Reconinicudcd best nlal aguillClil practices;
Cj
Gooll jlidgillcul and common scllso
Aoialal bully sill [.ices
• Dilly numure-covcred uuiinals
G
Dry floors
I'luur smfaces
• Wet nuauurc-cuverud Hum's
n
Skilled lluors'
1
n Wulerers lttcaled uvcr slulled floors;
Ci Fecders al high cull of solid floors;
Cl Scrapc niauurc buildup train floors;
I--] Underfloor mailation for drying
Aklnnic udleclioll Ails
Urine;
n-
frequeul manure removal by flush, pit rcchurge,
• Pailial microbial decrimposilioll
or scrape;
_
f-)
Underfloor venlilali(in
W11111,11ins1 exh;aul I'suls
Volatile gases•,
n-
l-nn 1n11inlcl111uce;
Dust
Cl
IiI'liciciil air movenicni
Inlluor suiruces
l)nsl
Cl
WaS1141111v11 bcllvccn groups of animals;
Cl
l-eed additives;
M
Fecder covers;
CI
fCell delivery lbimisllnal extewlerS it) Feciler
covers
Flit 11 imiks
• Agilikihm of recycled lagoon
n
I-Itish lank covers;
lilluid Milk larks sire filling
Cl
I?xlcud rill lines to near billions orlaoks ►viih
a1111-s1 Illoll Vents
1'111Sh allcys
• Aniialioit during wuslcwa(cr
Cl
Underfloor flush lviib underllaor vewiludint
conveyance
I'il Icuburge poillls
• Agitation orreeycied i-ag on
5-
l:xlcnil rutinirlic lines 111 near I),mon, I11 IIIIY
liquid ► bile phs are Idling
Wulff 11111i-silllum vents
l.11i 11i1111111!
• Agilution daring sump look
El
tininp 111nk covers
lillhig and dra►wsluwn
Oulsida t1fain culiccliun • Achation during wuslcwpler f:I flux covers
urjunction Mixes convoyunce .
Alrif)(, • H wcluhur 11, 1996, Pago a

5nnrcc came 11M1's 14) Miuiolite 011or Slle Specific Pl ncliccs
End of drainpipes w • Agilalion during wasiewalcr ❑ Exlend discharge point of pipes undernealli
lagoon conveyance lagoon Ih]alld Icvcl
Lagoon surfaces • volalilc gas culissiuns; C] Proper lagoon liquid capacity;
Biological mixing;; ❑ Como lagoon startup procedures;
A};ilullon C] Miahmun surface area- lo-volume ratio;
Cl ' Miuilmun agilalion when.lnlmping;
❑ Mechanical acralioll;
Cl Proven biological addilives
Irrigartiun sprinkler • Vigil pressure agiiuliun; ❑ Irr'ijimu un dry days wills little or no ►vied;
norules . Wind drift .
0 . Mlninlum rccnuuucnciccl operalina pressure;
❑ . Pump intake near lagoon ligidd surfuec;
Cl I'urllp from second-clage lagoon
Slnr,ue wisk ur le asin 0 Pallial Microbial decompusililnl; C7 13utlmu air mialla:vel loading;
sill futw . Mixing while filling;
Cl 'I'ull1: covers;
• Agllalion when emplying ❑ flusin surfilce dials of soli{is;
Cl Proven biological additives or oxidaws
scillinf; basin surliaeu •
I'artlai microbial decompusitian;
❑
I?xlend drainpipe mufels undcrncullr hiluid
•
Mixing while filling; .
Icvcl;
•
Agilalion when emptying
Cf
Remove sclllcd solids regularly
Manure, slurry or sholgr •
Agilalion when spreading;
❑
Soil injection of slurry/shidgcs;
spreadcr utnlcls .
Walk gas clilissions
C7
Wash'residtial Manure from spreadq aficr usc;
Cl
Prowl biological addilives or oxitlaulls
ifucuvcreal In;rnnn:, 0
volralrle ails cillissions while
❑
Suil ilijecilelt uNhurylsludges
scurry or s111a16e uu f ichl
drying
fa
Soil incm•poruiion %vilhiu 18 Ilrs.;
SII11all'C5'
C]
Spread in thin tnlifnrm layers for rapid drying;
I:]
Proven biological w1ditives or oxithinis
Dead Imiurals •
CarrcaSS dccoulpasilion
Cl
Proper disposiliml ofcnrcasscs
IDcaal animal dispusad 0
Curcuss decomposition
❑
Complelc cova:ring of carcossus in burial pits;
piss
0
Proper locution/construclinn ol'disposal pits
lilt: iucllalurs •
lucnnlplcle cuullrustiull -
Cl
Sccmldary slack bm ers
ANIOC - Nuvumber 11, 199fr, Pilge 4

' SnnrCr Cuusn Imivs in Atia mice Odur
Site S)(ArIC Practices
Sian ling tiv,ller arnlnrd • Impiuper draiaege; Cl Orade and jandscape such ihal wak:r drains
laCihiies • Mimbial dccnmposilion of away fl'niil facilifies
organic tiimllcr
'
h1i urre Iracked umo Poorly maiwained access roods Cl Fami access road nwinlcuaucu
puhli4 roads linm farm
'
IICCCSS '
Addilinnal hir'nrnuilinn :
Avnilnhle I -ram
SivinC khmilre klanagemcnt ; 0200 Illile ilMlr pucks,
NCS11, Caunly 4XIC11sioit Coder
StvinC I'rueluetion i'arui l'alcnlial Odor Sources and ltentedies ; I -DAL Cacl Sheel
NCSI1- IIAI:
S+villa Production Facility Manure Managemcnl: Pit I(ecliarge - l.ar;rrun Trem nrcnl ; VBAri 128-88
NCSU - IIAI:
swilic Ptndoolon Facilily IMiarlura Mauagemcul: Undcrnoor Fluslt - Lagoon Trealmew ; I:13A R 129-88
NCSI1- IIAI:
I.agnom Design wirl Manlgemmit for Livestock ManureTrcalunctil and Swrnge ; 1i17AI: 103-83
NCSU - iIAI%
CJIIIrrallUn of Munllre all[I WnStC►vatCr AppilcaliUll 1%[llliliille:lll ; GI]AE I act Shea
NCSI1 -I IAIi
Cuntrulling Odors from Swine huildingi ; PH 1-33
NCSI)- 5whie GxICI151UII
1:11viroontcumal Assuruitce Program ; NPPC Manual
NC Park 11ruduccrs Assoc
Optiuns fur Manuging Odur: a relent: from Ilic Stvinc Odor Tusk Force
NCSI1 Agri ConiiunnlCallani
Nnismice Cnncefus In Aulmul Mauurc ManoUrment: Odors and Plies ; PRO107, 1995 Coufcre:nca Procccelings
1'lariuia C'uopt:ralive: Exicusiun
AAio Jr: • Nowitilirr 11, 1996, Page 5

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Operator: Tommy Johnson County: Columbus Date: 04/09/97
Has the site evaluation been completed & approved: Yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. =
0 lbs
0 sows (farrow to feeder)
x 522 lbs. =
0 lbs
0 head (finishing only)
x 135 lbs. -
0 lbs
0 sows (farrow to wean)
x 433 lbs, =
0 lbs
3200 head (wean to feeder)
x 30 lbs. =
96000 Ibs
Describe other:
0 lbs
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 24000.0 cubic feet
4. TOTAL DESIGNED VOLUME
96000 Ibs
0 cu. ft. add. treat. vol.)
Inside top length (feet) -----------------------
Inside top width (feet) ---------------------
Top of dike elevation (feet) --------------------
Bottom of lagoon elevation (feet) - - - - - - --- - - - - -
Freeboard (feet) -------------------------
Emergency spillway depth of flow(feet) -- - - - - - -
Side slopes (inside lagoon)-- - - - - - - -- - - - - - - - -
Total design volume using prismoidal formula
160.0
220.0
54.60
43.30
1.00
0.00
3.0 . 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 154.0 214.0 10.30
AREA OF TOP
LENGTH * WIDTH W
154.0 214.0
AREA OF BOTTOM
LENGTH* WIDTH =
92.2 152.2
AREA OF MIDSECTION
LENGTH * WIDTH * 4
123.1 183.1
32956 (AREA OF TOP)
14033 (AREA OF BOTTOM)
90158 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) -+ AREA BOTTOM] * DEPTH/6
32956 90158 14033 1.72
Total Designed Volume Available = 235436 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
160.0 220.0 0.0
35200.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 35200.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume =
Volume =
5B. Volume of excess water
Volume =
Volume =
96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
175360 gals. or 23443.9 cubic feet
643.6 gallons/day *
15488.0 cubic feet
5C. Volume of rainfall in excess of evaporation
1.37
180 days
180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.7 inches
Volume = 8.7 in * DA / 12 in. per ft. = 25373 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 25373 cubic feet
5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 44000 cubic feet

5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 15488 cubic feet
5C. 25373 cubic feet
5D. 44000 cubic feet
5E. 0 cubic feet
TOTAL 108305 cubic feet
6. SUMMARY
Temporary storage period= = = = = = = = = =
Rainfall during wettest period of storage= = = >
Evaporation during storage period = = = = = = = = = = = >
25 year - 24 hour rainfall== ========--=-====>
Heavy
Freeboard==== ==================- ====
Side slopes===========-- ====== = = = = = ==-
Insidetop length========================
Insidetop width====== -===========-_--- _
Emergency spillway elevation(if planned) _ _ _ _ >
Top of dike elevation================-----=
Bottom of lagoon elevation==================
Top of sludge elevation===============_____
Total required volume====================-
Actual design volume====================-
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.=====================_
Must be > or = to the SHWT elev.========= =>
Must be > or = to min. req. treatment el. _ >
Min. Required treatment volume= _ _ _ _ _ _ _ _ _ _ _ _ _ >
Volume at stop pumping elevation = _ _ _ _ _ _ _ _ _ _ _ >
Startpumping elev.============ == ========
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rail nfall = _ _ _ >
Volume -at start pumping elevation= _ _ _ _ _ _ _ _ _ _ >
Required volume to be pumped =====------=====
Actual =he
planned to be pumped= = = = = = = = = = >
Min. thio4aoil liner when required==>
7. DESIGNED BY: ROVED BY:
T � DATE:
i
180 days
8.7 inches
0.0 inches�t
7.5 inches
7.5 inches
1.00 feet
3.0 : 1
160.0 feet
220.0 feet
54.60 feet
43.30 feet
44.88 feet
228305 cu. ft.
235436 cu. ft.
49.20 feet
49.70 feet
49.20 feet
49.30 feet
96000 cu. ft.
98938 cu. ft.
52.20 feet
191436 cu. ft.
191429 cu. ft.
64305 cu. ft.
68441 cu. ft.
1.5 feet

1�
SE AL
16415
7. DESIGNED BY: APPROVED BY: X-Le7
DATE: DATE: ��/Z/9 7
COMMENTS:
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations by Brown's of Carolina, Inc. unless otherwise noted. Brown's of
Carolina technical specialist is responsible for excavation and fill calculations and for nutrient
management plan. Engineer shall be notified of any changes and or site discrepancies found during
construction before proceeding. Brown's of Carolina is responsible for site layout, and shall verify all
required buffers or setbacks and the absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel is responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification, and
shall determine the requirements for permeability testing (quantity and location).
OTHER SITE-SPECIFIC
J- /NOTES: D �k-
C o L � % n� � �l � 6 r 7-J »�.. � D G4IS y�.-w�� rw..� 4 � � / e �'�S-.. w: / � �,y ✓G � E7 �
/:Y-I-- r4-A-i4-:`,r I, //J +J Qn1�0 /.]. ��I' Of._.w i� YP _'! _S :'?

HAZARD CLASSIFICATION DATA &`SHEET FOR LAGOONS
�RaGK v �ornrH." •./Oi�f�/Sa�+l 'r / County &-omB rl.S
Community or Group No. , Conservation Plan No.
Estimated Depth of Water to Top of Dam �7 / Ft_ Length of Flood Pool ?mod Ft.
Date of Field Hazard Investigation 7r 979 7
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Reach
Length
Width
Slope
Land
Use
Kind of
Improvements
Est. Elev.
Improvements
Above Flood
Plain
Est Elev.
of Breach
Floodwater Above
Flood Plain
Ft
Ft
%
Ft_
Ft.
1
2
3
Describe potential for loss of He and damage to existing or probable future downstream
improvements from a sudden breach
r fir. 3/7w 24-1
Hazard Classi#
Dam Clas c<
By �+
Concurred By
of Dam, c) (see NEM-Part 520.21)
(name)
N 3 may, jG .fit
III,, --
(title)
(title)
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.
Date /' / r
Date 4-11z/9 7

All dams built with technical assistance from the Sol! Conservation Service must have a hazard
classification assigned by the person responsible for approving the design. Most farm ponds, except
in borderline cases, can be classified after a complete field investigation without assuming failure and
making breach studies. This data sheet is to be used for recording the information obtained through
field studies and for documenting the hazard classification. Where there is a possibility for the loss
of life or major property damage from a dam failure, an approved breach routing procedure is to be
used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility for loss of life and the extent of
damage that would result if the dam should suddenly breach that is a section of the dam be suddenly
and completely washed out. It is to be assumed that a wall of water will be released equal to the
height as it moves down the flood plain. The wave height (depth of flooding) should be evaluated
for a sufficient distance downstream until the estimated flood level will not cause significant damage
to improvements, such as homes, buildings, roads, utilities, reservoirs, etc. The breach flood level
will be reduced depending on the valley storage, slope, and openness of the flood plain; however,
in a narrow steep valley slopes steeper than 10% should be given special consideration. One method
of evaluation is to compare available valley storage (under flood conditions) to impoundment storage
(figured to the top of the dam) for each reach evaluated with a judgment estivate made of the flood
wave height at all critical points downstream.
Should there be any questions about the hazard classification for a dam, the area engineer should be
consulted before making design commitments.

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

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

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

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

51re-jrr:
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system. .
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly -.constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. when precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 52.20 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.70 . This temporary
storage less 25 yr and heavy rain contains 68441 cubic feet or
511938 gallons.

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

LAGOON MARKER
FREEBOARD + 25YR/24HR STORM
MAXIMUM LIQUID LEVEL
6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
PERMANENT STORAGE 1
�.J

8
Lagoon Marker
1" PVC Pine
?" PVC Pipe
a fTc r
Paint tap 7-9"

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I•YPICAL X-SEC_I-{ON
TBM ELEV. .50.00�
NAIL IN:_..�i✓:.�.....�,^
SEE NOTE 3
02
•
SEC NOTE. 2
. y
`'
1 • 1
Ceti
v �
'
EXC C
FILL PAD
CORE TRENCH
DI!<C 3019
SEE-. SOIL SHED
FOR DEPTH ,
0 S:
SITE CONDRIQU NOTES
TOTAL: ` � / / CY
1) ALL WEAK MATERIAL TO 131: OVERCUT
S or f. omr-,,
AND UJACKrILLED AND COMPAGTED,
ev7A Aro
1111CI<NESS U17 LINER DEVENUS ON OVERALI,
<
DE1111-1. LINI:Ii f Ul( THIS LAGOON TO LIE�-
COMPUTAI'IOI-,IS GY:
�� - •ri
2) DINEdEIIINIl 1n1)G5 To DE MIN. 0.6, .
,�
IIIGIIER TIIAFI 011IL-Il PLANIJEO CLEV.,
3) WALK AND LOADING AREA TO 13E BUILT 1.5' All(- " LOW
• END PADS. IIU11.D G' WIDE CONTIN , 7' 1-110M KAII Or ULOGS,
I"I1.1- TO 1 prs III:FURE EQUIP MOVES ,OUf (WOIII< 10 LIE
C DUI?0lNAII:u W/ ULUG C014MACIURS).

Operator: Tommy Johnson County: Columbus Uate: 04/09/97
S'liE-T-
Has the site evaluation been completed & approved: Yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs. -
0 lbs
0 sows (farrow to feedeo
x
522 lbs. =
0 lbs
0 head (finishing only)
x
135 lbs. =
0 lbs
0 sows (farrow to wean)
x
433 lbs. =
0 lbs
3200 head (wean to feeder)
x
30 lbs. =
96000 Ibs
Describe other:
0 lbs
Total Average Live Weight = 96000 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 24000.0 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)---------------------
130.0
Inside top width (feet)---------------------
275.0
Top of dike elevation (feet) - - - - - - - - - - - - - - - -- --
52.60
Bottom of lagoon elevation (feet) - - - - - - - - - - -- -
41.40
Freeboard (feet)--------------------------
1.00
Emergency spillway depth of flow(feet)- - - - - - -
0.00
Side slopes (inside lagoon) - - - - - - - - - - - - - - - - - -
3.0: 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 124.0
269.0 10.20
AREA OF TOP
LENGTH * WIDTH =
124.0 269.0
AREA OF BOTTOM
LENGTH * WIDTH =
62.8 207.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
93.4 238.4
33356 (AREA OF TOP)
13050 (AREA OF BOTTOM)
89066 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
33356 89066 13050 1.70
Total Designed Volume Available = 230303 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
130.0 275.0 0.0
35750.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 35750.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume =
Volume =
5B. Volume of excess water
Volume =
96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
175360 gals. or 23443.9 cubic feet
643.6 gallons/day *
Volume = 15488.0 cubic feet
5C. Volume of rainfall in excess of evaporation
1.37
180 days
180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation -- 0.0 inches
.180 days rainfall = 8.7 inches
Volume = 8.7 in * DA / 12 in. per ft. = 25919 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 25919 cubic feet
5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 44688 cubic feet

5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 15488 cubic feet
5C. 25919 cubic feet
5D. 44688 cubic feet
5E. 0 cubic feet
TOTAL 109538 cubic feet
6. SUMMARY
Temporary storage period = = _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _
Rainfall during wettest period of storage= = =>
Evaporation during storage period = _ _ _ _ _ _ _ _ _ _ >
25year -- 24hour rainfall__________________>
Heavy rain_______________ ___=
Freeboard=====_---__--__-____=__---__
Side slopes=====_-_---- =--______ ______
Inside top length=====------------�______
Inside top width____________ ________
Emergency spillway elevation (if planned) _ _ _ _ >
Top of dike elevation ==----------------_-
Bottom of lagoon elevation _ _ _ _ _ _ _ _ _ _ _ _
Top of sludge elevation======______________
Total required volume===----______
Actual design volume_____________________
Seasonal h igh watertable elevation (SHWT) _ _ = >
Stop pumping elev.===-__--_______=_-_--
Must be > or = to the SHWT elev. _ _ _ _ _ _ _ _ _ _ >
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume_ _ _ _ _ _ _ _ _ _ _ _ _ _ >
Volume at stop pumping elevation = _ _ _ _ _ _ _ _ _ _ _ >
Start pumping elev._____ ________ __ _ _____ _
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall= _ = w >
Volume at start pumping elevation=====__=___>
Required volume to be pumped _ _ _ _ _ _ _ _ _ _ _ _ _
Actual volume planned to be pumped= _ _ _ _ _ _ _ _ _ >
Min. thlci ssA soil liner when required= =>
7. DESIGNED BY: APPROVED BY: fff/
T DATE:
%�T
180 days
8.7 inches
\
0.0 inches /
7.5 inches
7.5 inches
1.00 feet
3.0 : 1
130.0 feet
275.0 feet
52.60 feet
41.40 feet
43.07 feet
229538 cu. ft.
230303 cu. ft.
47.60 feet
47.83 feet
47.60 feet
47.40 feet
96000 cu. ft.
96551 cu. ft.
50.19 feet
185615 cu. ft.
185581 cu. ft.
64851 cu. ft.
64916 cu. ft.
1.5 feet
f 7 c-

7. DESIGNED BY:
APPROVED BY: `/(.
DATE: DATE: ` /1 0 7
COMNIENTS:
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations by Brown's of Carolina, Inc. unless otherwise noted. Brown's of
Carolina technical specialist is responsible for excavation .and fill calculations and for nutrient
management plan. Engineer shall be notified of any changes and or site discrepancies found during
construction before proceeding. Brown's of Carolina is responsible for site layout, and shall verify all
required buffers or setbacks and the absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel is responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification, and
shall determine the requirements for permeability testing (quantity and location).
OTHER SITE -SPECIFIC NOTES: .i or,, e %:, i e e d a _
/c_%Ao:le u /� GL :fi�4f'/ �syBss,/�/z /_� rws fT !/,-
iG 41 T / . !t ' C i �R t �'y� f cti '��/t d cO J`T.� o {- 4C CQ0%�
C ., n . _ 2 2r A _. /S n i r a i ._T /' - 4- ...0 a J ,O Cr- a JC w a 1 4_ ,ic -L.
v t / r
S' r +,-l-.in '. 2 C a..�,n.J-..�sf P' rw_;..:�.• t a. �D, SC /o•4 • 4:IL ,SLiJ 0..r.�.�t./_ � �: �r'r 6Z�-r 'i eti

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

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

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0:0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1: PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS../ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3." Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.19 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.83 . This temporary
storage less 25 yr and heavy rain contains 64916 cubic feet or
485575 gallons.

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

8
Lagoon Marker
1" PVC Pine
PVC Pipe
m
s� .zr
Paint top 21" R

HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
LandownerA�_ ��i►T 'P *JSa-J s17�7� County— l tule/1yl
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Z7s Ft.
Date of Field Hazard Investigation !l(-9' 97
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Reach
Length
Width
Slope
Land
Use
Kind of
Improvements
Est. Elev.
Improvements
Above Flood
Plain
Est Elev.
of Breach
Floodwater Above
Flood Plain
Ft
Ft
%
Ft.
Ft.
x
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
#C oo9 La a -OF 1-I96 de- Sl_- -p; —
Hazard Classification of Dam &, c) (see NEM-Part 520.21)
Dam Classific is (1, 4'�L IV, V) Z 3 o 3 o 3 do,
(tine)
Concurred By 'A' ="&_-I _ ' P.'-
(name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 7 — f- 9 7
Date 47---

All dams built with technical assistance from the Soil Conservation Service must have a hazard
classification assigned by the person responsible for approving the design. Most farm ponds, except
in borderline cases, can be classified after a complete field investigation without assuming failure and
making breach studies. This data sheet is to be used for recording the information obtained through
field studies and for documenting the hazard classification. Where there is a possibility for the loss
of life or major property damage from a dam failure, an approved breach routing procedure is to be
used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility for loss of life and the extent of
damage that would result if the dam should suddenly breach that is a section of the dam be suddenly
and completely washed out. It is to be assumed that a wall of water will be released equal to the
height as it moves down the flood plain. The wave height (depth of flooding) should be evaluated
for a sufficient distance downstream until the estimated flood level will not cause significant damage
to improvements, such as homes, buildings, roads, utilities, reservoirs, etc. The breach flood level
will be reduced depending on the valley storage, slope, and openness of the flood plain; however,
in a narrow steep valley slopes steeper than 10% should be given special consideration. One method
of evaluation is to compare available valley storage (under flood conditions) to impoundment storage
(figured to the top of the dam) for each reach evaluated with a judgment estivate made of the flood
wave height at all critical points downstream.
Should there be any questions about the hazard classification for a dam, the area engineer should be
consulted before making design commitments.

>
I'YI'ICAL X—SEC-I'ION.
TDM ELM 50.000
NAIL IN;_WN
.
SEE NOTE 3
o�
Sf_C NOTE. 2
�
ul
�ZD4�
64
EXC -- C
FILL • PAD
CORE TRENCH
��
SEE -.SOIL SHEET
FOR DEPTH , ;!
NOTES-
SITE CONDITION NOTES
.
TOTAL: jL; q4� CY
t) ALL WEAK MATERIAL t0 Ur OVCITCUT
Q� t 0 �7r rri
�;� ��
Al-10 1JACurll.110 AND COMPACTED.
TIIIC1<NC55 01' LINER VFPENOS ON OVERALL
rdfg u
DE11111. LINLR FOR THIS LAGOON TO DE J„_.
COMPUTATIOhIS BY:
dkt EL/�7�Git�S ��—
2) TAKE UEI11hIf] t)l_I)U5 TO IX MIN. 0.6"
j
HIGHER THAN OMER PLANI:IED f•_LEV.,
J
3) WALK AND LOADING ARIA, TO DC BUILT 1.5' Al7OVC Law
• END PADS. MILD G' W10E CONTIN., 7' FROM KAlt or RLOGS,
-'
1"111 TO w.nrs m..roRE WUIP MOVES 'OUT (Wolin 10 HE
CUORUINAILD W/ lJl.w; CONIItAC10115),

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bl1` i ' -:, �'I!1' ; i �. 91�h;...: '�r• I_. ; - f .,. l . I _
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3 j : !� •, r ' j _; I .: ' : i � r i : i j ' }.. ; ' : i:' i . . I ' �� ; y;�Q$' �'7 7y' 'aa 7VM�! -p x.�g% . , i
• I
1 '
I j 1. I ' � i. r ' I r � : r � � ;•

THIS LETTER IS TO SERVE AS WRITTEN NOTICE TO ADJOIlVIlVG PROPERTY
OWNERS OF THE INTENT TO CONSTRUCT. THIS NOTICE IS PART OF NC SENATE
BILL 1217, WHICH CARRIES OUT MANY OF THE TECHNICAL GUIDELINES AND
SITTING REQUIREMENTS AS RECOMMENDED BY THE BLUE RIBBON STUDY
COMMISSION ON AGRICULTURAL OPERATIONS. THIS NOTIFICATION IS TO
PROVIDE ADJOINING PROPERTY OWNERS WITH FOLLOWING INFORMATION:
1. NAME N&, �c y- Tmm� VoWdo,,J
Ic\03Q0alcly
2. TYPE OF FARM _ j�11E/MJ &;e -5�J/AfE
DESIGN CAPACITY G�oo
3. TECHNICAL SPECIALIST PREPARING THE WASTE MANAGEMENT
PLAN.
NAME
ADDRESS �y f�pt 5/ Gy,4�S NG Z�3yi
4. SOIL AND WATER CONSERVATION DISTRICT OFFICE
COUNTY GO L mmll?,-
ADDRESS /1Z L!% JM- lr# S-,
72-
5. WRITTEN COMMENTS MAY BE SENT TO THE DIVISION OF
ENVIRONMENTAL M NAGENIENT DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES
DEM
POST OFFICE BOX 29535
RALEIGK NC 27626-0535

SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
Telephone [phone] Fax [phone]
WASTE WATER IRRIGATION DESIGN
OWNER:
FARM NAME:
FARM LOCATION:
ZMA►� ff N'
INTEGRATOR:
Mark and Tommy Johnson
Columbus County, NC
6400 Head Wean -Feeder
Brown's of Carolina, Inc.
DESIGNER: R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood Street
Clinton, NC 28328
N.C. License 416415
PHONE: [phone]
SEAL:
Ile- -a
.�2_ /Vm-�4
SE AL ' 1,
16415 °
pp�� •
0RV
DATE:

PRELIMINARY DESIGN AND SPECIFICATIONS FOR THE
WASTEWATER IRRIGATION SYSTEM FOR
MARK AND TOMMY JOHNSON
6400 HEAD NURSERY FACILITY
The Johnson farm consists of four 1600 head wean to feeder swine confinement buildings with two
lagoons located in Columbus County, north of Evergreen. The waste utilization plan was developed
by Brown's of Carolina, Inc. staff and approved by Jimmy Vinson on April 11, 1997. The facility
will produce approximately 3072 pounds of plant available nitrogen (PAN) per year. An additional
461 pounds of PAN must be accounted for annually, produced in the form of sludge. It may take
approximately five to ten years before sludge will begin to be applied in the irrigation process or by
some other means. The landowner has sufficient land other than listed in this design to utilize the
PAN produced in sludge.
Crops to be grown include hybrid bermudagrass grazed and over seeded grazed small grain. The
total land available for land application is 21 acres. Of that acreage, 13.6 acres can be effectively
irrigated with the designed system. This acreage is sufficient to meet the PAN produced by this
facility using the crops and realistic yields as listed in the approved waste utilization plan. The
system designed will cover 4.7 acres of Field 96 and 8.9 acres of Field #4. The crop listed on this
acreage will utilize 3609 pounds of PAN per year while the farm should produce 3072 pounds per
year. Based on the soil types and realistic yields, this cropping system will also accommodate the
461 pounds of sludge PAN if removed annually.
Soil types on the farm in the area of waste water application are Pantego and Wagram. The Pantego
series is a very poorly drained coastal plain and terrace soil with loamy surface layers and friable
loamy subsoil. NRCS recommended application rate and depth of application per cycle are 0.45
inches per hour (iph) and 1.5 inches, respectively. Permeability is 2.0 to 6.0 iph in the top 20 inches
and 0.6 to 2.0 iph in the top 80". The Wagram soil is well drained with a high permeability rate.
NRCS recommended application rate and depth are 0.60 inches per hour and 1.0 inches,
respectively. Permeability is 6.0 to 20 iph in the top 23" and 0.6 to 2.0 iph in the top 77".
A solid set permanent irrigation system is recommended. All sprinklers will be single nozzle and
will include both half and full circle. Spacing on all sprinklers is 140 feet between sprinklers along
each lateral and 140 feet between the laterals. The sprinkler wetted radius is approximately 112.5
feet. The spacing is approximately 60% of the wetted diameter of the sprinkler throw. This spacing
should provide a coefficient of uniformity of approximately 77%. Recommended average sprinkler
operating pressure is 50 psi.
A minimum buffer of 25 feet is observed around the perimeter of the spray field. There is an open
well on site that should be declared as inoperative and completely filled with concrete. This will
allow a more efficient system design by not requiring the 100 foot setback from the well. Certified
closure of the well is required as part of the "Application and Handling Equipment Installation"

certification. There is also a small earthen watering hole along the north side of Field 4. Although
the area is outside the design sprayfield, it is recommended to fill and level this area to prevent
potential runoff into surface water.
The main and lateral lines shall be 4-inch Class 160 IPS, PVC bell and gasket plastic pipe. The
pumping unit will be a 10 hp electric motor with a Berkeley B1.5TPM centrifugal pump end, or
equal. A 3-inch brass gate valve will control the flow of the water in the main line. A 4-inch lagoon
riser will be used for the ground entry of the main line and will be accompanied by a pressure gauge,
air relief, and pressure relief valves. These valves will be 2-inch aluminum valves. The system will
consist of one Nelson Full Circle 100 Big Gun, and one Nelson Part Circle 100 Big Gun. The guns
will be mounted on 2-inch risers with camlock tops. Each riser will be equipped with a 2-inch
plastic ball valve to allow the operator to remove the sprinklers without shutting the system down.
Air relief valves will be placed at the end of each line to eliminate any damage from water hammer.
A 30 inch by 6 inch concrete pad will be poured around each riser to prevent the riser from any
damaging movement. Thrust blocks will be installed where the supply line comes from the pump
and makes its ground entry, and at all tees, ells, and ends of laterals.
The pump and electric motor should be a 10 hp single phase with a capacity of 148 gpm at 178 feet
TDH, a pump efficiency of 65% or greater, and a NPSHR less than 10 feet. The pump will be
equipped with a 1.5 inch by 2 inch discharge priming valve to prevent water from backing through
the system when not in use. There also will be a properly sized starter panel and a main disconnect.
This panel will be equipped with proper size fuses for the safety of the electric motor. On the
suction side of the pump there will be a 4-inch supply line with a 4-inch basket strainer. The line
will be floated to prevent settlement on the bottom of the lagoon.
System Operation
This system is a single zone system. Even though the field has two separate soil types with different
recommended application rates, it is our recommendation to design and operate the system
uniformly throughout, while using the most limiting parameters. Table 1 below shows information
on the two fields incorporated into the design.
As the table shows, although NRCS allows up to 1.5" depth of application, it is recommended to
limit single irrigation events to 0.5 inch in order to reduce the risk of runoff, with winter applications
being further reduced to approximately 0.3". Also, the target calculated precipitation rate for
individual sprinkler operation (no sprinklers operating adjacently, so no overlap of spray), will be
approximately 0.4 in./hr. The combination of maintaining a low rate with a low application depth
should insure that no runoff will occur as long as other factors discussed below are considered.
Since the lagoons include 180 day pumping storage, it is important that pumping occurs regularly,
with the last application on coastal bermuda prior to frost and the first application as early in the

spring as possible. It will take approximately 225 hours per year of pumping to manage this facility,
based on pumping volume estimates in the two lagoons on site.
It is important that the operator follow this plan as well as the waste management plan. When
applying irrigation, the operator should take notice of the conditions and follow NRCS Waste
Utilization Specifications. The specified amounts of wastewater sprayed per cycle are 1.5" for
Pantego and 1" for Wagram as stated in the waste utilization plan. It is our recommendation,
however, that applications should not exceed 0.5" per application. We feel that 0.5" is a sufficient
amount of water to apply per cycle on the given crops and realistic yields. There should not be
another application applied until the amount applied in the previous cycle has been used by
evapotranspiration (ET). This usually takes approximately three to five days, depending on the
climate and soils of the area.
During the winter months when temperatures are below freezing, the risers need to be drained at
least into the lateral lines. Water should not freeze at a depth of 30 inches which is the
recommended depth for both lateral and main lines. The pump, suction, and discharge should all be
drained during freezing temperatures. Spraying should never take place during freezing
temperatures. It is also important not to spray when the soil is saturated and ponding or runoff is
likely. Spraying should not occur when the wind speed is more than ten miles per hour.
Sprinklers and air relief/vacuum release valves should be checked periodically to ensure that they
are operating properly. Check to ensure that the pressure gauge at the pump is operating properly.
It is not necessary for the pump and panel to be under shelters, but it is highly recommended.
TABLE 1: FIELD SPECIFICATIONS
Tract
-Field
Acres
Slope
Soil
Type
Crop
App
Rate
Max App
per Cycle
Irrig.
Acres
437-6
8.4
2°'0
WaB
Grazed BennudaiSmaH Grain
0.5
0.5
4.7
437-4
12 4
2%
Pa
Grazed Bermuda/Small Grain
0.45
0.5
8.9
*All land is in the same crop so the fields are essentially treated as one. A sprinkler precipitation
rate will be selected to be less than the infiltration rate of the most restrictive soil.
**Although the NRCS has indicated that 1.5" can be applied at one time, it is suggested that the
total application be limited to 0.5" and space the applications several days apart. This will help
rcducc the potential for runoff.

SOLID SET IRRIGATION SPRINKLER SETTINGS
The solid set system will utilize Nelson 17100 and Nelson SR100 sprinklers with 0.6" taper bore
nozzles, 24 degree guns. System layout includes 19 full circle and 22 half circle throws. Of these, 7
full and 7 part circles cover Field #6, 12 full and 15 part circles cover Field 94. Using the effective
wetted diameter of 140 feet, 4.7 acres of Field 46 and 8.9 acres of Field #4 will be uniformly
irrigated.
Precipitation rate (PR) for the individual full circle throw is calculated assuming that no adjacent
sprinkler is operated simultaneously. Thus, the effective wetted radius can be considered as 90% of
total wetted radius, resulting in a PR for the full circle sprinkler of 0.22 in./hr., well below the design
maximum rate. Since the half circle sprinklers have the same flow rate and cover only half the
effective wetted area, the PR for them is twice the PR of the full circles, or 0.44 in./hr., also within
the design maximurn rate. Limiting the depth of application to 0.5 inches allows for further safety in
the design.
As shown in Table 2, it is recommended to set the operating times at 2 hours per full circle sprinkler
and 1 hour for half circle sprinklers. This will result in simple recordkeeping for the owner, and will
result in the same application depth throughout the fields. Using these operating times, the
application depth per e-vent is 0.44 inches. The owner should keep records of applications by
individual sprinklers by attaching a sprinkler number such as 1-1,1-2,1-3, etc. for sprinklers I, 2, and
3 along lateral # 1. it should be noted again that two overlapping sprinklers should never be operated
simultaneously, as this increases the effective pricipitation rate in the overlapped area. Also,
operation may be simplified by operating such that two full circle or two half circle sprinklers are
operated simultaneously, so that run time is the same for both.
Effective irrigated acres is calculated by using the lateral and sprinkler spacing of 140 feet, with the
half circles counted as half the irrigated area.
TABLE 2: SPRINKLER LAYOUT AND OPERATING SPECIFICATIONS
Tract-
Lateral
# Full
Circle
# Half
Circle
Wetted
Diam.
ft.
Diam
Effect,
ft.
Prec
hate,
in/hr
Nozzle
Diam
Gun
PSI
Oper
Time,
hr.
Acres
Covered
(effect)
437-1
10
225
146
0.44
0.6
50
1
2.3
437-2
10
225
140
0.22
0.6
50
2
4.5
e'x'r 0)
T✓/-L
1
l
1"c
2La
l An
lTV
n 44
V.
0.6
=0
✓
1
02
437-3
9
225
140
0.22
0.6
50
2
4.1
431-3
2
225
140
0.44
0.6
50
1
0.5
437-4
9
225
140
0.22
0.6
50
1
2.0
Total
19
22
1Total
13.6

TABLE 3: IRRIGATION SYSTEM SPECIFICATIONS
Flow Rate of Sprinkler m
74
Operating PSI at Pump
76.23
Design Precipitation Rate: Full Circle
Half Circle
0.22
0.44
Pump T
Electric
Horse Power Required
1 9
Note: This design is based upon information supplied by Revelle Agri Products, Inc., Brown's of
Carolina, Inc. and Mark and Tommy Johnson. This is a preliminary design and should be viewed as
such. The design shows that this site is capable of accommodating the proposed production facility
in accordance with the information provided.
Refer to owners and operators manuals for upkeep and maintenance of the irrigation equipment.
Equipment specifications and information has been provided with this design.
It is our recommendation that the designer visit the site during installation. Installation information
has been provided with this design.

Calculations
Precipitation Rate (PR)
PR
GPM =
r =
For full circle sprinkler:
PR
For half circle sprinkler:
PR
96.3 x GPM
3.14(.9r"
74 GPM per gun
wetted radius = 112.5'
— 96.3 x 74 Win
3.14[.9(112.5)]2
0.22 iph
96.3 x 74 gpm x 360
3.14[.9(112.5)12 180
0.44 iph
Friction Loss in ?!^chin and Lateral Pipes (FL)
Ff, = 2083 100 '-"' x I.852 x L
c D 4.8656 100
Fi = Friction loss, feet of head
Q = Gallons per minute
D — Pipe diameter, in.
L — Length of line, ft.
c = Pipe coefficient = 150 for PVC
Mainline Calculations
Fl = 0.2083 X IN 1.8s2 x 1481.852 x 2300
150 x 44-11 x 100
27.81 feet head = 12.04 psi loss

Lateral Calculations
FL
F1
TDH for System
Source
Sprinkler Pressure
Fl Mainline
F1 Lateral
Elevation Difference
Fl in Fittings
Suction Lift
5% Factor
TDH
Pump PSI
Pump HP for System
I z jtl
2083 100 1.1152 x 148 "' x 1120
150 4 4.9656 100
13.54 feet head = 5.86 psi loss
Head (feet)
115.5
27.8
13.5
0.0
5.0
8.0
8.5
178.3' / 2.31 ft head per psi
77.18 psi
GPM X TDH
3960 X Pump Eff. From Berkeley rating curve, eff. = 75%
148 gpm X 178.3'
3960 X 0.75
8.9 hp Thus, 10 hp pump is adequate

Thrust Block Calculations
BLOCK SIZE = THRUST X LINE PSI / Soil Bearing Pressure
Thrust factor from attached table
Line psi = psi from TDH calculation above
Soil Bearing pressure: Use 700 psf as conservative figure
90 degree elbow
23.0
X
77.2 /
700 =
2.5 sq. ft
45 degree elbow
12.4
X
77.2
/ 700 =
1.4 sq. ft
Tee/Dead end
16.2
X
77.2
/ 700 =
1.8 sq. ft
*Ground Entry
29.9
X
77.2
/ 700 =
3.3 sq. ft
Gate Valve
16.2
X
77.2
/ 700 =
1.8 sq. ft
TABLE 4: THRUST BLOCK SPECIFICATIONS
Location
Thrust Blocks . ft
90 Degee Elbow
2.5
Dead End Tee
1.8
Tee
1.8
45 Degree Elbow
1.4
Gate Valve
1.8
Ground Entry
3.3

I
. . . . . . . . . . . . . . . . . . . . . . . . . .
'Al
v7
LX 464

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75
50
25
BEAKIBLEY PUMPS -
'TYPE "B" RATING.CURVES'
BERKELEYi
MOTOR DRIVE
ca": umm" C.I. fteLN& L01018
i ; -s : mmww C.I. IIIIII&MIL S07367
CURVE 4075
DATE 1-2-ft
PAGE 1.02
SUPOMES
All previously issued
r74075 Curves
Nominal ILF.JL 3600
m.wLu&S07367 m.,gi Full Based on Fresh Water 0 80' F.
Maximum Working Preswre: 150 PSI
SEEM
Ell
00
fu zu JU 44) W Do AM ou vu I tpv JAU IZU
CAPACITY IN U.S. GALLONS PER MIINUTE
C-5035 — - T-3207 supwoomw C-5035 mew 3-1-72 0- 7-30-85
mocia B I /i2T P L
30
20
10 3�1
0
see: lummm C-L PatLa@L 1.01018 N*W" L01018
Nominal pLp.aL 3600
wvw.-
mmw C.I. ftm ow M07298 (7/8U)wdL m. See below caL 6-9/16"
Based an Frrale Water 0 W F.
S32401 U)
Maximum Working Prewure: 150 PSI
......
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4
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z
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....
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166
175-
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....... .
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. ............................ . ..... . ... . .. ....
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. ............. -------- ... ...... - ........
. ........... .................. ............ ---
100 150 200 250
CAPACITY IN U.S. GALLONS PER m1muTE
12-7-83
7-30-85 IWOBEL 13[V?TPM
C-8888
T-3957. -1. -2 C-8888 o.ift oee

.Y
P 5 I
.Tel!xy
GPM
Howe Nquy
Noun Nazal•
1
GPM
mule
GPM CIA
Hgz7n
GPM DIA
Nexxle
1 15-
GPM
luoule 9M41TE3i
1 9' PRESSURE
26.7mm
27.9mm
]0,5mm
].7.Omm
35.6mm
SB.lmn
S M31n M
M31M M
M31t1 M
M31M M
VS M3, M
US M37M
plA
GPM GIA GPN OIA
p1A GPM DI
DIA
GPM OIA Kgrcm2-
- -
US
us
U$
J�
60
250 345'
285 355" 330 375'
785 39p- 445 a10'
575 430'
44
S85 5'
695 470'
825 495'
70
270 3fi0'
310 3817- i 355 395
A15 410- 480 430'
555 450-
1630 465'
755 495'
4.0
690 515-
15.555,710417.863.91Or
20,373, 1112
23885 a 11727.598.912332.21181
SI- �
60
290 375-
330 395' 380 410'
1445 430' 1 515 450-
590 470'
1575 485'
805 515-
950 535' 1, 5,0
173 62.3 111
19,9 71.S 117
22, 781.7 12125
7 96.0 126
30.7 fit 132
36 0 13G 1
90
310 390'
350 410' 1 405 425'
475 4d5- 1 545 465'
625 485'
1715 505'
855 535'
1005 555' ' &0
19068.2 1 15
21 8 r8.3121
24.969.5 t M
292 105 112
33.7 121 13A
39.4 142 1
�. X.
'<ri
100
325 400'
370 420' 1 A25 440'
500 460' 1575 480'
6W 500-
755 520'
W 9550-
1060 575' 7 0
20k 71.7172
23.58a.6 128
26.996 7 t74
]1.S 140
na
163 131 1a6
42.6 157 t
110
120
340 410'
355 420•
390 430' I 445 450'
405 a40' 465 460'
125 470' 605 495'
545 480' 530 505'
695 515'
725 530'
1790 $35'
825 550'
945 565'
985 580-
t110 590' S aG
1160 605-
2t9788126
25.190.417228_r
101138133
,7 t2t 144138.9
1s0152
°5516a t
130
370 425'
425 445 485 465'
565 495' 655 515'
755 540'
860 560'
1025 590'
1210 520' F. 9.a
232 b]613
26.8959136130
w n01a7
35.8 r29 148
at.2 1ae t57
a8.3 t7a 1
e
. .&i
'4
PSI
1 , A.nq
i1 79 acWab
GPM pia
Rinq
11 s6 dcrW4
GaM DIA
1 ' Rmg
1156 4{1Wu
GPM DIA
1 .' Rmq
1156' acwau
GM,° OIA
1 .' Rmq
11 74" utuan
GPM DIA
1 =' Pmq
I1 b3-4tlwfl
GPM CIA
I 2- R-nq
i191' ".]
GPM DIA
NOZZLE
DIAMETER
PRESSURE
1Z9
32.8mm
146
37.tmm
I +56
! 398mm
12.2mm
4a.21nrn
M3'1+ a°
3
L'S °'1 . %
1 tex
`
Z.
L.S- M31M' M'
LS M3- M
L S M3i M
LDS
� 50 230 325'
3Et0 355-
I 350 370' i
410 390' ,
470 405'
535 420' I 640 435'
3.5
14,5 52.3 99
18.9 68.1 tOB 77.7 80.0 t13 25.8 92A n9
- } 60 250 340'
r 330 370
385 390 I
445 410'
515 425'
585 44p' !! 695 455'
49
15.5 55,9 101
70-2 728 I16 21.6 65-5 +t7 275 99.1 r23
32.2 116 t;
P 70 270 355'
355 385
415 405' 1
I
490 425'
555 440'
_
630 455' f 755 475' 1
"0 lh
16.0 t>a 1,
Bp 290 370'
380 4W'
445 420'
$15 aa0'
590 155
675 470' IiiI 805 d90;
5.0
tTa 623 109
228 6t.a ltd 1b.6 956 +2° SOS
-s �• 90 310 380
405 415'
475 435' !
545 455'
625 470-
715 485' f 855 505' 1 •,
6.0
t9.0 68.5 115
246 891 121 29.1 105 111 11.7 121 +v
39.a t47 1_
100 325 390
425 425'
500 415
575 465'
660 480'
155 500' !! 900 520' yL;•
70
20.5 740 119
16.7 963 t10 3t4 113 116-1 1 142
I'll140
1,-40
426 157 1_
110 340 400'
t20 1 355 410.
445 435
any 445'
I 525 455
'1 545 465'
505 475
630 465
1 695 490'
i 725 5W
790 510' 1 945 535' `
825 520 i 985 545' `
all
22.0 79.1 123
256 103 134 336 f21 39.0 +4n
45.5 164 1°
_
130 1
450
1
5
i 65
"-.
90
233 439 27
303 109 137 356 t28 t43 41.3 s9 "4
483
...
370 415 485
of #TrOW &'apPimcim�ay 246Ieiti IFir.the
240
+Y_a7g1�'54i'lest_toithti
21`'tiefettory erigle:
`
w-. w-.ri=s`y.�w.c.�
-�?�^-_.-��.x....._ti-n:�.:e.°„r�.�.::-.:.....- ----�'-- _--•..-v-,.. .. _ -. _ ......
4�-"-
The BIG GUN' performance data has been obtained
under ideal test conditions and may
be adversely affected by wind. poor hydraulic entrance
rnnfliti- nr ntH- }a t-e Mal-
1-i-tinn
f nrnnretinn .n,. - -- rnnrnen nfotinn .n r++..1;_ .4....d..♦
nnif.. jm nr -ID

AIR RELIEF VALVE
2" PRESSURE RELIEF VALVE
4" FL X 4" MCL ALUMINUM ADPT
4" CERAMIC BUTTERFLY VALVE
4" SCH 80 PVC FLANGE
0-200 IS❑LATED PSI GAUGE
2" SWEEP
4" 200 CLASS PVC PIPE
4x4 sch 80 PVC 90 deg elbow (SXS)

9
c
0
NJ
W
VI
_4
0
V)
v

it
Water Hammer
1
Size
A V Q
Q
Water Hammer
soft. ft./sec.- C.F.S.
G.P.M.
PSI- 1.000'- 1 sec.
_
2"
0.0262 5 0.131
59
350
4"
0.0941 5 0.471
211
350
6"
0.2039 5 1.020
457
350
8"
0.3457 5 1.729
774
350
10"
0.5372 5 2.686
I,203
350
12"
0.7556 5 3.778
1,693
350,
15"
1.1547 5 5.773
2,586
350
where:
P Pressure Rise (PSI) above
static pressure
V = Velocity (ft./sec.
L = Length of pipe ahead of the valve causing
the hammer (ft.)
T = Time required to close the
valve (sec.)
P = 0.070 VL/T
P = 0.070 5(1,000)/1
P = 350 psi above static
pressure
Water Hammer vs. Velocity
Size _ A sg ft V_ft/sic. O cfs O gpm Water ,Hammer
6" 0.2039 1
0.2039
91
70
0,4078
183
140
3
0.6I 17
274
210
4
0.8156
365
280
5
1.0195
457
350
6
1.2234
548
420
7
1.4273
639
490
8
1.63I2
731
560
9
1,8351
822
630
10
2.0390
913
700
7

12-91
MAINLINE REQUIREMENTS'
The connecting link between the pump and the irrigation system is the mainline. Mainline material
is normally steel, aluminum with couplers, cement asbestos or plastic. Sizes can range from 5" to 48"
plus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot, a water source at the pivot is most convenient. When water is unavail-
able at the pivot, a mainline pipe is often used to connect the pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing, the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of owning a larger
pipe size is greater than the yearly pumping cost for pumping through the next smaller pipe size; then
one should use the smaller size pipe. A good rule of thumb would be not to exceed a velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following formula:
Mainline Water Velocity
V = (0.408) (GPM)
D2
Where V = velocity in feet per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches'.
Pipe thickness or class should be selected to handle the highest pressures likely to be encountered.
Because of the variable pressure operation of the corner system, the mainline pipe should be designed
to operate at a pressure of 30-40 PSI greater than the selected pivot pressure. The selection of flat
pump curves will be helpful in reducing the pressure fluctuations with the corner system.
FRICTION LOSS IN PIPE
Water flowing in a pipeline is always accompanied by a loss of pressure due to friction. The
degree or amount of loss depends on the smoothness of the inside of the pipe walls, the
diameter of the pipe, the velocity, the quantity of water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every type of material pipe is made
from (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for many friction loss calculations. Friction
loss (F) is in units of "feet per 100 foot of pipe." Dividing by 2.31, friction loss is converted to
"PSI per 100 foot of pipe."
1.85
.2083 (1001 01.85
F _ C l
D4.8655
Where:
C' = friction factor for various pipes (Figure 3)
Q = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot of pipe
'Irrigation Short Course 1976 'Coefficient of Flow
Bob Mulliner .
Irrigation Consultant
Hastings, Nebraska
2-7

12-91
FIGURE 3: Coefficient of Flow
Pipe
C-Value
Old Steel
100
Aluminum with couplers
120
Cement Asbestos
140
Plastic
150
As you can see, this formula is quite complicated. Figure 4 is a chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for class 160 PVC with a C Value
of 150).
EXAMPLE:
Pipe = PVC (Class 160)
Size = 10"
GPM = 1000 GPM
Length of Mainline = 1300'
From the chart, we find the PSI loss per 100' _ .21 x 1300' = 2.73 PSI over 1300' of run
100
Head = 2.73 x 2.31 = 6.28' of head over 1300' of run
Velocity (V) = 4.15 ftlsecond
We can use the chart along with the conversion factors fist on Figure 4 to determine friction loss
for steel, aluminum and asbestos cement.
EXAMPLE:
Pipe = Steel
Size = 10"
GPM = 1000
Length = 1300'
Friction loss in 1300' PVC
Factor for steel
Friction loss for 1300' of steel
= 2.73 PSI = 6.30' head
x2.12 x2.12
= 5.78 PSI or 13.36' head
Velocity (V) = 4.15'Isec. (same as PVC in previous example)
A RainBird slide rule makes this determination very rapidly without need for calculation.
After obtaining the friction loss per 100 foot of pipe and multiplying this by the feet of pipe divid-
ed by 100, the total pipeline friction loss is known and can be used in the total head determina-
tion as well as compared economically for proper pipe size.
You may incur instances where either the chart in Figure 4 or the RainBird slide rule cannot
be used. It will then be necessary to calculate the friction loss and velocity. To do this, use the
formula in Figure 5.
2-8

DAVID D. DAVIS and ASSOCIATES
Safe Filling Rates.For Mainline Pipe
It is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feet per second. Filling a mainline
faster than 1.0 fps may not allow the air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum f-;ll rate (GPM) for most PVC, AC and ductile iron pipe lines.
Nominal
Maximum
Diameter-
Fill Rate -
Inches
(gpm)
2
11
21
15
3
24
4
40
6
80
8
150
10
250
12
350
14
475
16
620
18
780
20
980
24
1400
Pump Stations should be selected that will allow the fill rate to be
adjusted accordingly. The fill rate can be increased at a rate of
one (1) gpm every two,or three seconds. This amounts to an average
increase of 30 gpm every minute during a refill operation.
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% a1 its volume capacity.

INSTALLATION
Table 4. DESCRIPTION OF F:MBF.DMF.NT MATERIAL CLASSIMCATIONS
�iamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
k.
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487 and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make certian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROMMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF L.O.%IPAI.'TION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY*
FOR (:RANL:L.AR MATERIALS IN PARENTHESIS—
CLASS OF EMBEDMENT
1
It
III
IV
MATERIAL DESCRIPTION:
Gra.ular
S.asd and Gravel
%1. 4-Gn.n
Fmc Gnm
MWznals
Sails - clC
soils
son[,
Opumllm mm.tme content range
9.1:
9-18
b* W
limn r, of dry r.e.ght
Soil Conw].1atlan Nscthod
4 of Pmruu Im Relauv-) D ootrly R=rc
Compact by Faacr tarriper
95-[DO
95-100
954010
W) 1IM
,x r=w,
f75-lfa
O&IMI
prosily by potable
8695
19I95
8495
75.90
.Ibraf,r.
(61]•751
(60.N0)
Consohdaw by f urauon
MMY5
RO.95
ff04M
(600s
Hand pUix
6D.80
Ss0.6sli
Hand lamp
MIND
6QIt(1
M1.75
(Ywl
Dump
E/INO
t&80
60-N)
W-75
(40-Nll
(506f11
Rdau,c dcncuv .s mMcd in pwcmncw
This table acres _s an appm%imate Fu.de defining avenge Piano densities 21twmd through ,.ar.tws
methods q wd eonsalteLussn m d:lfcrent classes of u,ii. The able is .ntrndcd t9 Vw*LJC gu.daneC rent is
nfI[ MC=rrcndcd far ea.yn uY. ACIuas dcslrn .slues should he dcwkVed by the engineer for %rcTific
sods at sr oi:.ic mmaturc cnmfni,
SOIL
SOIL
11"CRIrTION (IF
C LA ss
TVPK
MATERIAL CLAssinCATUIX
Cl.. I Sud.•
-
Mamfrt,xed .nFw.. panalr m.ter,aL IN to 1 or awls, ra . a..nmlm-
dud,ng ma.en.l. ha.wd r"." aiF.uf.uire s ft a cru,hN K,ik ,rr nr,L. beak,
s -L .,u.hrd st s. micro or era. LWI,.
Cl— 11 Sd.l.••
CW
Wtu.gr.drd Fra..l. and Fr..el um mtuwr..
C,uw &Krim iOW" m Na a , e. Mdrr Nan 0% ttY %J t N,. :l.l
Clean.
GP
emir fracarm .craned rm N.. a an.... Mae than V54 rrlau.[,1 ,r N,. :1......
CN.n.
SW
Well Fr.,kd sands and portly a,W,. Wilt,* m f,nn ht.nc N.n tiaG .N ,nine
f,r•r,n push No. 4 — U— Nan 05% rn -1 .m Nn :vn
SP
P h prded —ft and In-11 sands. hnk w n. f.— ).lore th. 4K N ...p...
rrarum pastes Na a ,tent M.rr Nan 95A rr. 11" ,rl Y.. :I,i I— ('tran
Cla 111 Su 1,—
(iM
Sil.y Fu•d., Fu.e! aanJ .di mntwe., 11Ki m m,.e .N ,,,xa Irxt.m rcu,n.N .•n
Nn. A .rr.t. Mnrr om As rc d nn N,. :10
IC
Cr.m Fr+•ei.- staid -ad .In rv.r,. SR, .. trier .N
m Nd. a .true. Marc than .q Iq --a .m N.. IM
SM
S,2 •.rid...and.lth mu ; M..r Nan 4ri .d.��aw uxi..n pa..,+A.• a ...,
Misr Nan 4r14 .sV+o,+l .w �., an,e..-
SC
CI+>e7 sand., sarnl .l.. m.,.urc. M... N.n Uri ....nixie
w.r_ Mare Nan SI✓i rnu,wJ nn W :lal ar,f
Cl... IV Sods
ML
E—Sinw MU. .err 1— ,an.t.. oak rL-. Id., w .Lrry twe -I. 1 V...I lunn
SI1Gt a k,.. .50%,r rn N••ra Nu :.n airs
CL
I—F­ elar, of k. in meJ,um Ma..n.i,. .,xrlh .in.. .x i, ,Ia..,-'it..I...,
lrm clay.. Lpuia I,— 4e5. ar Icao 54K .r m..e p.....\. ;In..,..;
%Ilf
In.F.nn: Ohs. ho, .aRl. .a vh., rl...,..,n. L'..i
land I— than NKE. yr, .. m..c pow. h�.:,...,:.r
(}(
[mxganrr cl.r..1 high ton ,. fat d.a. L.y.d han: gn ., thy, MY: 4r; ,v
matt Pu,e. Nn, _y11
Cla,o V Su&
.L IktF vin ud,aFanw ,.in ,In, al L.. pta..i.n. I alud luroi 4a: it I...
so% a. note P+... t•• Z0. ye•e
1H [kgamc clay. of mtJ,wa I.yud I.— Frr thm alra 6ti .r
,er pair. No.:lnl ..e.e
Pr I lit [ murk y,d utl.n n,ghl, rF.n.c —1,
S.1d1 ur.. Jefued n ASTnt D:aa7. r.rrp. fur Cl.e.1 mairrul -hwh I, Jrtinnl,n A+rM II :.:I
• • In &^;loot. >• Nh ASTM 1)2ii17. Ie,s Nan ,4 psis %''., :IYI uere.
In sa.nrd.ncr . 11 ASTM D 27M7. .nil. r h *: .,. 1.% p..,, N.. :Irl .air 1,11 n a —40"ne
.Ia..Nr<atnm that .1 m..r charac.rn,uc of 471— 11 Lhm of Ctat, Ill.
The haunching area is most important to the support of
PVC pipe. For good support, the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.

12.91
THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, Wyes,
caps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
901,
Elbow
45°
Elbow
1221/2 °
Elbow
1 1/2 "
2.94
4.16
2.25
1.15
2
4.56
6.45
3.50
1.78
21/2 "
6.65
9.40
5.10
2.60
3
9.80
13.9
7.51
3.82
31/2 "
12.8
18.1
9.81
4.99
4
16.2
23.0
12.4
6.31
5
24.7
35.0
18.9
9.63
6
34.8
49.2
26.7
13.6
8
59.0
83.5
45.2
23.0
10
91.5
130.0
70.0
35.8
12
129.0
182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads
Lbs. Sq. Ft.
Sound Shale
10,000
Cemented Gravel and Sand
difficult to pick
4,000
Coarse and fine compact Sand
3,000
Medium Clay - Can be spaded
2,000
Soft Clay
1,000
Muck
0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
3Certain Teed and Installation
Code 40-22-16H
511f75 2-15

12-91
CONSTRUCTION OF THRUST BLOCKS
Thrust blocks are anchors placed between pipe or fittings and the solid trench wall. They
can be constructed from available lumber if braced properly.
However, the recommended blocking is concrete which is calculated to have a compres-
sion strength of 2,000 pounds per square inch. The mixture is one part cement, two parts washed
sand and five parts gravel.
Thrust blocks should be constructed so the bearing surface is in direct line with the major
force created by the pipe or fitting. See diagram. The earth bearing surface should be undis-
turbed. Only the simplest of forms is required. Typical thrust block installations are shown in
Figure 8.
FIGURE 8
7
•o;
J
2-16

Animal Waste Management Systems
Reoad the Case,
Start b-borr ena amaru at L lags o, dumWrp b=ftl
of uem rripted for cram after eadr everri
apptiratnn averq
Evacuate Wq= or
Pond Wet
Maira= the regw Obtain a waste ena"is
stor" at sr -errs Within W days of aPp
(Freeaaard phis 25ryear,
24frour slam)
Is she Umport At kaat 1 Wrre per yew, sat
depth more than the or verify imxtiorragWprnent
permansera treat nerlt atibratian to eppy Cerra,
vokirne? atrro-rrt vdafrorrl narosl.
Yes I No
Is the crop aeavay Etas the tsrQet
growing orwi-hn 30 No QO Not ltrigatB Yas ptarn n esatilenitrow
P � ? rate for the crap been
applied?
Yes
Is the grM W
sat minded or frozen?
IS a rangy 9
Fig. 5--1. Nutrient management and irrigation scheduling decision -making flowchart.
Basic Sail Water Relationships
Before attempting to measure or estimate soil -water content, you should
understand some basic soil -water relationships. important terms you should be
North Caroline Stare Unhrrsity 5A•3

Chapter S: Proper Application of Liquid Animal Waste --Type A
Table 54. Use of the checkbook method for irri¢ation schedulinst (Ralei¢h location).
PAW' in
Water Additions
Water Losses
soil
Date
at start of
Daily Rainfall Irrigation (Drainage)
at the end of the day
Storage:
Comments
day
PET
inches % of
inches
inches % of PAW
inches
PAW
5-01
-
- - -
- -
-
Don't know initial
conditions at this time
5-02
- -
- -
5-03
-
- 15 0.1
1.40 100
0.00
Assume FC reached at
and of day after rain
5-04
1.40 100
0.16 - - -
1.24 89
0.16
5-05
1.24 89
0.16 - -
1.08 77
032
5-06
1.08 77
0.16 -
0.92 66
0.43
547
0.92 66
0.16 - -
0.76 54
0.64
OK to irrigate
5-08
0.76 54
0.16 - 0.64 -
1-24 89
0.16
Irrigated 0.64 inches
5-09
1.24 89
0.16 - - -
1.08 77
032
5.10
1.09 77
0.16 075 0.27
1.40 100
0.00
Rain exceeded storage
so had 0.27 inch of
drainage or seepage
5-11
1.40
100
0.16
- - 1.24
89
0.16
5-12
1.24
89
0.16 -
- - 1.09
77
0.32
5-13
1.09
77
0.16 -
- 0.92
66
0.48
Lagoon marker
indicates need to
irrigate
5-14
0.92
66
0.16 -
0.49 1.24
89
0.16
Irrigated storage at
start of day (0.48 in)
5-15
1.24
89
0.16
- - 1.09
77
0.32
5-16
1.08
77
0.16 0.22
- 1.14
81
0.26
5.17
I.14
81
0.16 -
- 0.98
70
0.42
548
0.98
70
0.16
- 0.92
59
0S8
Would like to irrigate
5.19
0.92
58
0.16
0.50 - 1.16
83
0.24
Irrigated 0.5 inch
5-20
1.16
83
0.16 0.63
- 0.23 1.40
100
0.00
Rain exceeded storage
so had 0.23 inches of
drainage or seepage
5-2I
1.40
100
0.16 -
- - 1.24
89
0.16
5-22
1.24
89
0.16
- - 1.08
77
032
5.23
1.08
77
0.16 -
- - 0.92
66
0.49
5-24
0.92
66
0.16 0.08
- 0.94
60
0.56
Lagoon marker
indicates need to
irrigate
5.25
0.84
60
0.16
056 1.24
89
0.16
Irrigated 0.56 inches
5-26
124
89
0.16
- 1.08
77
032
5-27
I.08
77
0.16 -
0.92
66
0.48
5-28
0.92
66
0.16 132
- 0.68 1.40
100
0.00
Rain w/0.68 in
drainage
5-29
1.40
100
0.16 -
1.24
89
0.16
5-30
1.24
89
0.16 -
- 1.09
77
0.32
5.31
1.08
77
0.16
- 0.92
66
0.48
Lagoon marker
indicates need to
irrigate '
' Based on a maximum plant available water content of the example soil of 1.4 inches
= Soil storage ar end of day is amount of
plant available water deplered. It is computed as:
Sol!
Storage end a daro - PAW start o z 2+ PET • rainfall • irrigation + drama e
k
5A-10
North G rolina Cooperative Ezte+trion Service

B
Narrative of Solid Set Irrigation System:
1) Startup:
The pump should be primed, and then started by using the pump starter panel. The gate
valve or butterfly valve should be opened slowly to allow the lines to fill slowly, to avoid
any sudden water hammer in the pvc pipe. Once the lines are filled and you have water
corning out of the guns, the valve should be adjusted to the specified pressure in the
Irrigation Plan. Each gun should be run on a riser for no more time than specified by the
Irrigation Plan.
2) Shutdown:
Shutdown only involves shutting down the power to your electric pump and motor. The
guns should be removed and the risers capped off to avoid any .extra application of water.
3) Regular Maintenance:
Regular checkups and inspections should be made of the pump, suction line; risers, and
guns. The suction should be kept clear of any trash, the guns, pump and motor should be
kept greased. All electrical connections should be kept to code at all times.
4) Winterization:
All lines should be drained as much as possible. Suction line should be removed from the
water. Guns should be removed from risers and the risers should be capped off. 17 ie
pump and motor should be drained and greased

I
IRRIGATION SYSTEM CALIBRATION DATA SHEET FOR STATIONARY SPRDUMM
Date Farm Tract No.
z. Effective sprinkler area: Lateral spacing ft by spacing along lateral ft = ftz
Sprinkler: Make Model Nozzle Dia. Discharge GMT
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/4) _ ft
C. BUmDer or cottecdon containers
d. Start of Irrigation event
e. End of Irrigation event
f. 'Duration (e-d) hours
g. Operate the system and collect data
Wind Dirmum
Gauge Volume Overlap Corrected Deviation
NO. Collected Adjustment Volume from average
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
3
A
30
31
32
10
6O
s0
10
10
20
20
20
20
�0
130
10
10
29
0
122
O
O
3
7
11
!s
1Y
28
27
31
0
0
0
0
0
0
0
0
a
e
2D
u
sa
0
112
0
0
114
o
a
o
0
13(2

1
0
& -
0
9
0
13
0
17'
0
21
0
26
0
29
0
2
0
6
0
10
0
14
0
18
0
22
0
26
0'
30
0
3
0
7
0
11
0
16
0
19
0
23
0
27
0
31
0
4
0
a -
0
12
0
16
0
20
0
24
0
28
0
32
0
h. sum of all catches inches
i. average application depth (hlc) inches
(i)
j . precipitation rate = — inches/hr
k. sum of all deviations from the average catch
1. average deviation from average application depth
m. Uniformity coefficient
U. = X 100 =
(i)
Interpret the calibration results.
An application uniformity greater than 75 is excellent for stationary sprinklers.
Application uniformity between 50 to 75 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 50 is not acceptable for wastewater irrigation. If the
computed U, is less than 50 percent, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.

FROM : Environmental Ag Services, Inc PHONE NO. : 9105925519
I
Apr. 29 1997 01:34PM P01
NUTRIENT MANAGEMENT:. PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Marls & Tommy Johnson
Columbus
Wean -Feed
8400
Anaerobic Lagoon
180 days
Irrigation
The wasto from your animal fnollity must bo land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to marimlz0
the fertilizer value of the waste and to ensure that It is applied in an environmentally safe mariner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. ❑o not apply more nitrogen than the crop can utilize.
2. Soil types are Important as they have different in iltralon rates, leaching poter+tials,
cation exchangs capacities, and available water holding capacities.
9, Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding ;t 5 or mnre tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

FROM : Environmental Ag Services, Inc PHONE NO. : 9105925519 Apr. 29 1997 01:34PM P02
5. Wired oonditions should also be considered to avoid drift and downwind odor
problems.
B. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy, Injecting the waste or
disking will eonsorve nutrients and reduce odor problems.
This plan Is based on the waste application method shown above. If you choose to changa
methods In the future, you need to revise this plan. Nutrient levels for different application
methods are not the some.
The estimated acres needed to apply the animal waste Is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, 'which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be tleAble to as to accommodate changing waste analysis content and crop type, time must
be applied to maintain pH In the optimum range for specific crop production.
This waste utilization plan, If canned out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission,
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.)-
e400 animals X 222.85 gallanimallyear =
1,424,9e0 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
6400 animals X 0.48 Ibslanimallyear =
3,072.00 lbs
Applying the above amount of waste is a big job. You should plan Limo and have appropriate
equipment to apply the waste In a timely manner.
Page: 2

3
FROM : Environmental A9 Services, Inc PHONE NO. : 9105g2-5519
Apr. 29 1997 01:35PM P03
The following acreage will be needed For waste application based on the crop to be grown,
soil typed and surface application.
Tract
Field
Solt
Type
Crop
Code
Yield
/Ac
Ilbs N
!unit
Acres
Lbs N/Ac
Residual
Lbe N
/Ac
lbs. N
Required
Time to
Apoly
_
437
6
WaB
B
4.7
60.00
5.00
235.0
1175.00
Mar -Oct
437
4
Pa
B
4.1
50.00
8.98
205.0
1840.90
Mar -Oct
437
-B
WaS
K
50.00
5.00
60,13
250.00
S-,"
437
—4
Pa
K
50:00
8.98
50.0
449.00
S-April
Total 14.0
Available N
*Difference
3714.90
3072.00
-642.90
—indicates that this field is being overseeded (i.e. Interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not Include commercial fertilizer, The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above,
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutriont
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( Le. small grain, etc, Intersaaded in her muda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
roach a height of six to nine inches. Cattle should be removed whoa plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result If small grain gets too high and this will defnately Interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
Page: 3

i
FROM : Environmental A9 Services, Inc PKINE NO. : 9105925519 Apr. 29 1997 01:36PM PO4
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on thei
time small grain is planted In the fall.
The Ideal time to Interplant small grain, etc, Is late September or early October. Drilling Is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two Inches before drilling for best results.
The foilowing legend explains the crop codes listed In the table above:
M ..
Lbs N A
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N ! ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Com » Grain
1,25 lbs N / bushel
E
Cora - Silage
12 Ihs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
100 lbs N / acre
L
Small Grain - Hay
133 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cM
N
Wheat
2.4 lbs N / bushel
0
Soybean
4.0 lbs N / bushel
Acres shown In the preceding table are considered to be the usable acres excluding
required buffers, fitter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual totai acres In the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the flelds to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.072 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
Page: 4

FROM : Environmental A9 Services, Inc PHONE NO. : 9105925519 Apr. 29 1997 01:37PM P05
if you remove the sludge every 5 years, you will have approximately 2304.00
pounds of PAN to utilize. Assuming you apply this PAN to bermudagrass Iiayland at the
rate of 3tm pounds of nitrogen per acre, you will need 7.b acres f land. If you apply
the sludge to com at a rate of 125 pounds per acre, you wl need 18.43 acres of land,
Please be aware that these are only estimates of the PAN and land heetred. Actual requirements
could vary by 26% depending on your sludge waste analysis, soil types, realistic yields, and
applicauOns.
APPLICATION OF WASTE BY IRRIGATION:
The InIgation application rate should not exceed the intake rate of the soil at the time of Irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation Is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
Irrigate the acres shown in the praceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
prop
Application Rate
inthr
437
6
WaB
B
0.60
437
4
Pa
B
0.45
437
—B
WaB
K
OM
437
--4
Pa
K
0.4jr
Application Amount
" inches
1.00
1.50
1.00
1.50
*This is the maximum application amount allowed for the sail assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied bocause of the nitrogen limitation. The maximum
application amount shown can be applied Lander optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 dour storm,
Page: 5

FROM : Environmental Ag Services, Inc PHONE NO. : 9105925519 Apr. 29 1997 01:37PM P06
it Is the responslabllity of the producer and waste applicator to ensure: that the spreader equipment
Is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recoMmended rates and amounts of nitrogen shown In the tables may make this plan invalid.
Call youi technical spedalist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste,
AddItlonal Comments:
Page: 6

FROM : Environmental Ag Services, Inc PHONE NO. : 9105925519
1 , , '1
Apr. 29 1997 01:38PM POT
NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
dwnertManaaer Agreement:
Mark & Tommy Johnson
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity .
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWO before the new
animals are stoc od.
Ilwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. i also certify that the waste will be appile(I on the land
according to this plan at the appropriate times and at rates which. produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager jlf different from owner): _
Please Print
Signature:
DAte
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Jimmy R. Vhison
Brown's of Carolina, Inc.
P.O. Box 491
Warsaw, Nt 28398
(9'lQ) 293-2984
�te /
Page: 7

Animal VYaste tvianagement rlan %,eruatca[1un
(Please t me or print all information that does not requira a sisnature)
tin• yr New )'or' --E. added' ` ( lease circle one)
General Information:
Name of Farm: %%
Owner(s) Name:_
Mailing Address:
Farm Location:
Latitude and LongiC=de: 3o 26", z1oir
Facility No: 20
Phone No: /a-65-3/- 1Zb
County Farm is located in: Z44a,o "i _.
790 $Z' $p/r
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): _ Alz Ai!Z _ 6102977f 00" 47WA
Op ration Description_
Tvpe of Shine No. of Animals
)(Wean to Feeder (0 VOO
0 Feeder to Finish
Q Farrow to Wean
0 Farrow to Fe --der
ZI Farrow to Finish
Type of Poulrry
a Layer
C2 Pullets
No. of Animals
Type of Carrie No. of Animals
_0 Dairy
Q Be_ f
Other Tipe of Livestock: Number of Animals:
Ex7anding OFeradarr- Only
Previous,Desirt Cd�crcity.^- - Addirarral Design Capacity:
Tbiiil'Desi' Capacity:
Acreage Available for Application: -1J Required Acreage: /7
Number of / Storage Ponds: Z Tote Capaci ��, _ Cubic Feet (f<3)
agoan
Are subsurface drains present on the farm: YES or (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner 1 Manager Agreement
I (we) verify that all the above information is correct 3.nd will be uodat-:d upca changing. I (we) understand the operation and
maintenance procedures established is the approved animal waste maaasement plan for the farm narr:ed above and will
imple-ment these procedures. I (we) 4mow that any expansion to the existing design capacity of the waste treatrt dat and
staraae system oc construction of new facilities will requi:e a new certification to be subadued to the Division of
Environmental Niana;ement befarc the new animals are stocked. I (we) uadc:stand t�at there =zt be no discharge of animal
waste from the storage or application system to surface waters of the state either conveyance or
from a storm event less severe than the 25-,year. 24-hour storm azd there must not be rua-off horn d= application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas most be nunimizcd using technical
standards developed by the Namral Resources Conservation Service. The approved plan will be filed at the faraa and at the
affce 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 implement: don- A ch.r:ge in Iand ownership
requirrs written a a i aeon:1t to DEor a new M-tincatioa (if the approved plan is changed) within 50 days of a title transfer.
Name of Lang *vvn r : a
Sigp�: Alk?,IC; Date:
Name of Manager(if different fmm owner):
Signature: Date:
AWC — January1,1997

TT Te -finical Specialist Cerd icl>fion
1. As a technical specialist desimated by the North Carolina Sail and Water Conservation Commssion pursuant to I5A
NCAC 6F .0005. 1 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 Maaag=cat (DEN4)
as specified in I5A NCAC 2H.021' and the USDA -Natural Resources Conservation Service (itiRCS) and/or the North
Carolina Soil and Wace,- Conservation Commission pursuant to I5A NCAC 2H.02I7 and 15A NCAC 6F .0001-.6005. The
following elements are included in the plan as applicable. Wiule each category designates a technical specialist who may
sign eaca ccrtificadon (SD, S1, WUP, RC, 1), the technical specialist should only certify parts for which they are technically
competent.
IL Certification of Desia n Ile L� s oOIdP
��q''
A) Collection. Storage. Treatment Svstem
Check the appropnare box SEA
1.6415
d
❑ l=xistins facility -without retroft (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consis� �tiatioa
nt requiremes. OR
e—Ev exoanded or etro tied acilicv (SD)
tmal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been desig red to meet or exceed the minimum standards and specificado as.
Marne of Technical Specialist (Please Print)• 14WEd =56J*ii/._PE_.
Affiliation: sakliegS 1/ 16
Address(Agency):
S ienature:
• -¢wiz/9'7
B) Land AR,oiication Site (WUrP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilaadon, chosen crop is
suitable for waste managemem; hydraulic and nutrient Ioadin; rates. ��
Name of Technical Specialist (Please Print): �Y1� 9 _ i✓.ro.J
AtffIHation: A90XI IX Qic 4WV;i ;_ A&
Address(A;e � / X -% ��G a?39� Pf�one iVo.: 90 2J3Zf�
Signature: ,L,nr.•..•�C��t..-.5.�/ Date. 11
C) Runoff Cohtrols fr
cherz the appr ware box
Faci ity without exterior lots (SD or WLTP or RC}
This facility does not contain may exterior lots.
aci iry with exterior lots (RC)
Methods to minimize the run off of pollutants from launzina and heavy use areas have been designed in
accordance with technical smadards developed by MRCS.
Name of Technical Specialist (Please Print): /M
Affiliation: _
Address(A
S ignatttre:,
AWC -- Januajy LA997 ( ) 2
lone No.:
ace: L 1/- -7 7

D). Avolication and Haneling EQuipment
Check the apprapriare box
0 Existiria or ex a ding facility with existing waste ic-ad on a ui mint (VUP or I)
Animal waste, application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing desian charts and tables and is able to apply waste as necessary to acconzrr.Qdace the
waste managemeat plan: (etisdag application equipment can cover the area tt:quired by the plan at races not to
exc_d either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has berg
established; required buffers can be maintained and calibration and adjustment guidance at-- contained as part of
the plan). ',11e.a.ir,,�
ZN EAROI
ew. exoanded. or exi t'na facility without exisnna wa re a lit f6r: o v
irrigation_ {I} e� -�
Animal waste application equipment specified in the plan has bees deli;ire tap v $was aL'sa'ry to
accormuodare the waste management plan; (proposed appiicidon equipment c toter the ircqua;ed by the
plan at races not to exceed either the specified hydraulic or nutrient loading s , hduWcetimiag of
a licadons has been established; '
PP �-, required buffers can be maintained; calibraczo�, G�t����=bu:�a$ce are
Contained as Vol,plan).
the art of° ��
PFG
(:t jA4cw expanded. or exist! c foci itv without existing waste icatio ecuivrrtent Fora d
__ reading not using suray i 'gation. (WL'P or I)
Animal waste application equipment specified is the plan has beta selected to apply waste as accessary to
accom.-odam the waste management plan; (proposed application equipment can cover the area required by the
plan at races not to exceed either the specified hydraulic or autrienc loading rates; a schedu'.e for timing of
applications has been established; required buffers can be maintained; caliomcion and adjust,:reat guidanct are
cony% ncd as part of the plan).
Name of Technical Specialist (Please Print)-�-
Afnliacibn: $r nl & S O L 4 5 i'r2rltLes 1 A)
Address {Agency}: _ a`^o 3 (l�lB ao Cu nl-rerJ IVc z% 3z`� Phone yo.: �J ro S 2'711
Signature: Date: S/-z 3/9 7
E) Odor Control. Insect Con trol._tMortality 7Vfana2enentand Erttercrency Action Plan (SD.
I WL-P. RC or I)
The was;; mana; rnent plan ,`or this Facility includes a Waste Management Odor Control Checklist. an Insert Control
Checklist, a Nforalicy Maunageawat Checklist and as Emenpacy Action Plan. Souris of bout odor and insects
have been evaluated with respect to this site and Best `tanagemene Practices to k inimdze Odors and Best
Managtment Pectic= to Control Insccs have e_en selected and included in the waste manageau:zt plan. Both the
Moccza,licy Management Plan sad the Emergency Ac:ioa Plan an eamplem and can be imple:m.caced by this f_cilicy.
Nane of Technical Specialist (Please Princ):
Af�iiiacion:
Addrt:ss(Age cy): Phone No.:
SiQrla:ure: Date:./��97
E) Written Nothc of Ne*l xoandinc Swine Farm
The following si; cure blocs; is only to be used for new or etpanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed orizst. expanded
I (wc) ctmP that I (we) have attempted,() contact by cer:ified mail all adjoining prope,ny owners and ail property owners
who own property loczred across a public road street. or highway from this new or expanding swine farm. The notice was in
compliance with the requiremeats of NCGS 10&805. A copy of the notice and a list of the property owners uatifid is
Name of Land Owner:
Signature:01+A1 So Date:
Name of Nlanaaer{if differrmc from owner):
Signature Date:
AVY » January 1,1997 3

III. Certification o ,' Tnstallati'on
A} Collection. Storage.-Tr:e2*Enlent Installation,
New. expanded -or retrofitted facility_ (SI)
Animal waste storage and .treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with tine approved plan to meet or exceed the rairiimutn standards and specifications.
For existing facilities without retrofrts, no certifuation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone Na.:
Signature: Date:
B) Land aaolication Site ff UP)
Check the appropr=c box
❑ The cropping system is in place on all land as specified in the animal waste management plan.
U 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 establistr the
vegetation as specified in the plan by (mootalday/year); the proposed cover crop is appropriate
for corrpliaace w•irb the wastcurilizatioa 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 coaunitted to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature- Date:
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to esmblish tl:c cropping system as specified in my (our) waste utilizatior plan. and
if appropriate to establish the interim crop For erosion cor.:rol.:!nd will submit to DE.14 a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) r--Ize that
fa IL= to submit this verification is a violation of the waste management plats and will subject me (us) to an eaforccment
action from DEX
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
A C — Jant=ry 1.1997 4

C) Runoff Controls from Eytar' r Lot§ {RC)
Facility with exterior s
Methods to minimize, the run off of pollutants from Iounging and heavy use areas have been installed as specified
in the plan.
Forfacilides without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):.
Affiliation:
Address (Acre ncy): Phone No.:
Signature: Date:
D) Application and Handling Equipment Tnstallation (WUP or I)
Check the appropria:e block
❑ A I=ial'w,sie application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustmeat materials have been provided to the owners and are contained as part of the plan.
❑ Animal was= application and handling, equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract-, equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained: calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan by -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 (PIease Print):.
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste mana;ement plan gad will submit to DE -I a verification of delivery and installation
from a Technical Specialist w;thin r5 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:
S ionature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and ltlortaiity Management (Q. SI, WUR RC or T)
Methods to control odors and insects as specified in the PIan have been installed and are operational_ The
mortality management system as specified in the Plan has also been installed and is operational.
Nance of Technical Specialist (Please Print):
Affiliation:
Address(Acrency): Phone No.:
Si mature: Date:
AWC — J2nu=71,1997 5

Please return the completed ..,rm to the'Division of Water Quality.., the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29533
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.