090015_CORRESPONDENCE_20171231

REMVED)DEMWR
Waterotleft Reel
�"'
WDENR
F nsSec�lpn
��RealO�l p
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Kenneth Inman
Kenneth Inman Farms
1143 Fields Rd
Tar Heel, NC 28392
Dear Kenneth Inman:
Donald R. van der Vaart
Secretary
July 16, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090015
Kenneth Inman harms
Animal Waste Management System
Bladen County
The Division of Water Resources (Division) received your sludge survey information on July 14,
2015. With the survey results, you had requested an extension of the sludge survey requirement
for the lagoons at the Kenneth Inman Farms facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2017 for your lagoon # 1
and until 2019 for the old lagoon that is not being used at present.
The next sludge survey for the lagoon # 1 will be performed before December 31, 2017 and for
eh Old Lagoon 11 before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS 100003
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http://www.ncwater,org
An Equal dpportumy 1 Affirmative Acton Employer — Made in part by recycled paper

MCDEMPu
North Carolina Department of environment and Natural Resources
Divisi:?Pl d vA2ater Quality
i3everly Eaves Perdue .oieerl H. Sullins Dee reemar.
1--;overnor Director Secretary
February 10, 2011 RECEIVED
Kenneth himan FEB 14 2011
1 R I Hog Farm
1015 Fields Road
Tar Heel. NC• 28392 DENR-FAYETTEVILLE REGIONAL OFFICE
Subject: Receipt of Lagoon Closure Form
Certificate of Coverage No. AWS090015
I &: I Ho,, Farm
Animal Waste Management System
Bladen County
Dear Kenneth Inman:
This letter acknowledges receipt of your ANIMAL WASTE STORAGE POND AND LAGOON CLOSURE
REPORT FORM. Thank you for informing the Division of Water Quality that two lagoons will remain
active and be managed in accordance With your certificate of coverage referenced above. Please contact
me at (919) 7331-3221 if you have any questions.
Sincerely.
ell
J. R. Joshi
Animal Feeding Operations unit
cc: Fayetteville Regional Office, Aquifer Protection Section
APS Central Files (Permit No. AWS09001 5)
Aquifer Protection Section 106 MaiI Senice Center
Internet: uuu.ncuateruualiw.om location: 2125 Capital Boulevard
F.n E-aual 0pg0rtun4y'4.fiirmat ve ..Action -mployer- 50 ro Re.-ycled110% Post Consumer Paper
Cm:
NonhCarolina
,Xalirralltl
Raleieh• NC 27699-1636 Telephone: [phone]_31
Raleiuh. NC 27604 Fax 1: (9191 715-Oi$6
Fax2: (9145715-6046
Cusunne-set-ice: (81-7)62 -674F

o�oF wArFq
� r
July 1, 2007
Kenneth Inman
Kenneth Inman Farms
1143 Fields Road
Tarheel, NC 28392
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
Subject: Certificate of Coverage No. AWS090015
Kenneth Inman Farms
Animal Waste Management System
Bladen County
Dear Kenneth Inman:
In accordance with your January 11, 2007 application for a change in coverage under the State General
Permit and a request to split the facility into two farms with equal design capacity, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Kenneth Inman, authorizing the operation
of the subject animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Kenneth Inman Farms, located in Bladen County, with an animal capacity of no
greater than an annual average of 6400 Wean to Feeder swine. If this is a Farrow to Wean or Farrow to
Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue annual
surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition III.19
does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must he established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is a
package containing the new and revised forms used for record keeping and reporting. Please nay careful
attention to the record keeping and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatgguahW.org location: 2728 Capital Boulevard
An Equal OpportunilylAf rmafive Action Employer— 5V6 Recycled110% Post Consumer Paper
NorthCarolina
Avurallrf
Raleigh, NC 276994636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. SulIins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS090015

0 AOz, 0)00 15-
Murphy-Brown, LLC 10/2/2008 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Kenneth Inman
Kenneth Inman Farm
County: Bladen
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 6400
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
RECEIVED / DENR / DWQ
AQUiFFR'PPt iTFr-pnN SF_(; (j
OU
MIR p 20091
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.
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 11

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.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gaVyr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gallyr
gaVyr
6400
Wean to Feeder
223 gal/yr
1,427,200 gal/yr
Feeder to Finish
986 gal/yr
gaVyr
Total 1,427,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
Ibs/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
lbslyr
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: 9.6
Total N Required 1st Year: 3323.5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 3,323.50
Total Nitrogen Produced by Farm: 3,072.00
Nitrogen Balance for Crops: (251.50)
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.
2of11

1012l200B
a a3 Specifications
Tract Field Irrigated Soil Ist Crop Time to 15tCrop 1stCrop LbsNlAc LbsN
Acreage Type Code Apply Yield lbs N/Un[t Residual /Ac Utilized
Fil I a C..-F] L. M —F M�v
ONE
'®®
3(9) of 11

Reception Area Specifications
3(b) of 11

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
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
Lbs N utilized 1 unit yield
A
Barley
1.6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs. N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N 1 lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs. N 1 acre
L
Small Grain - Hay
50 lbs N 1 acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N 1 bushel
O
Soybean
4.0 lbs N 1 bushel
P
Pine Trees
40 lbs N / acre 1 yr
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT/animal Farm Total/yr
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 com 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.
5of11

Application Rate 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
11169
4
FoA
C
0.5
1
11171
5
FoA
C
0.5
1
10009
6
Oc
C
0.5
1
6 of 11

Additional Comments:
This plan was revised to reflect the addition of three half circles to three of
the half circle sprinklers in field 4, thus making them full circles. All other
parameters remained the same as in the previuos plan written by
Amy Roberson and dated 1118/2006.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Kenneth Inman Farm
Owner: Kenneth Inman
Manager:
Owner/Manager Agreement:
Uwe 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.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply1he 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: Kenneth Inman
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
M. Kevin Weston
Murphv-Brawn. LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
(91 D) 293-3434
-27.01
Date
Date
Signature: �j. -4 �.��� /1 3�t�s
Date
8of11

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.
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).
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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION 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.
10 of 11

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 80 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shalt 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.
11 of 11

1 `
u

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Kenneth Inman - Kenneth Inman Farms - Irr. Add't County: Bladen
Address: 1143 Fields Rd.
Tar Heel, NC 29392 Date: 10I212008
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Maximum
Maximum Application
Useabie Size
Application per Irrigation
Field of Field
Rate Cycle
Bermuda Small Grain
--

Sheet2
17
TABLE 2 - Travelling Irrigation Gun Settings
Make, Made4 and Type of Equipment: NIA
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Hydrant No. (tumin) (inflnr.) VVIdirl�tt.) Lengtn(tt) teet (incnes) atyun(psi) at reei(psi) Vattern comments - Acres per pull
TOTAL I 1 0.00

Sheet3
TABLE 3 - Solid Set irrigation Gun Settings
Make, Model and Type of Equipment Nelson SR100 Big Gun
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants (leet) Hipeunes Nipeunes inlhr inches atuun(psil at H drant hr. Comments -Acres per zone
4 1 11 1 226 140 1 140 0.36 0.6 1 50 1 1.38 1 4.42
11
TOTAL
4.42

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
December 18, 2007
Kenneth Inman
Kenneth Inman Farms
1143 Fields Rd
Tar Heel, NC 28392
RFCF1'!FEJ
DEC 2 0 2007
OENR - fAYETTEVILLE REGIONAL OFFICE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090015
Kenneth Inman Farms
Animal Waste Management System
Bladen County
Dear Kenneth Inman:
The Division of Water Quality (Division) received your sludge survey information on December
17, 2007. With the survey results, you requested an extension of the sludge survey requirement
for Lagoon #1 at the Kenneth Inman Farms 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 for Lagoon #1 only. 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)
715-6937.
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
On
e Na
Naturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualitv.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
Raleigh, NC 27699-1636
Raleigh, NC 27604
Telephone:
Fax l:
Fax 2:
Customer Service:
[phone]
[phone]
[phone]
[phone]

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler ( pm) )
0
74
Operating Pressure at Pump
#DIVIO!
59.4
Design Precipitation Rate inlhr
#DIV10!
0.36
Hose Length (feet)
XXXXXXxx
Type of Speed Compensation
Mechanical
xxxxxXXX
Pump Type PTO, Engine, Electric
En ine
Engine
Pump Power Requirement hp
#DIWO!
11.6
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.
AREA (sq. ft.
AREA sq. ft.
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, 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 25' 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 for a change in the "wetted acreage" determination for an existing facility. The acres were
calculated based on the original acreage calculations per sprinkler done by Greg Swain, PE on 61111997. No
additional pipe was added to the existing system. Additional land around field 4 was determined to be non -
wetlands and was cleared thus allowing for the three sprinklers along that edge of the field to be increased
from half to full circle coverage. All other parameters remained the same.

Sheet? (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson SR 100
Nozzle Size:
0.6 inches
Sprinkler Pressure:
50 psi
Fiowrate(GPM):
74 gpm
Wetted Diameter:
225 feet
Sprinkler Spacings
Desired Spacing (%):
60 %
Design Spacing(feet):
135 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
140 feet
Actual Spacing (%}:
62 %
Application Rate
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate =
0,36 in/hr
Run Time per Set
Run time per set = Desired
application / Design application rate = hours
Desired app. (in.) =
0.5 inches
Run time per set =
1.38 hours
Mainline Velocity
Velocity = .408 x Fiowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
# Sprinklers Oper.: 2
Velocity= 3.77 ft/sec.
Maximum Lateral Line Entrance Velocity
Pipe size: 2 inches 4 inches
# Sprinklers Oper.: 2
Velocity = 0.00 ft/sec. 3.77 ft/sec.
Page 1

.,.[ - yr- - - - -- � .� ,r_.+' c" '� "�.p i .. FS J. t -... s• it .4. �. <�N , „ey\. r �- y/ � +`1i�, -1 a n_q Y�• F'- '''f�r'r
ra'� r t',ti r� _ � � }i��ip ` F'� � � :h•.. }'i$�t� r' ��. �+A �F�'i.r7� � 11 � �.
�+'� . 5�� '7P + r c C t • '• +t3 .� �t ` ''- � � F� : �. w- r 1 r
_r1l ^r wt ? r
�+
�71i +-�i.��.•..7^:.�.,. �y.: Ry eir'�.ri�:. _'-;�_ -:;i� - i_ fir' •��7 ;'-~',':'ice _
r '✓-�iT9 •� _ 3 C �_.�. ♦ - � yn��� Rsu'r i �;5 r 'r r' h - s:`h•-':e-;�„'i� �'v♦ r 4 � -
:�^,'j'� z'�!"i �r -•. st :.-i_': :F -..•f� 7� -i- [}- t ^rD + w+ -„ .i�
yam. �)y�{],,�� i r"'ti 1 >..; ] f. --°� a.•. r 4,t 1 - �L _
-, �X`s_ - � `_ .3 �r � •�i.,�!its>�� +�'� k xA�r n L3 Y � f - i-aw
ws •- v';� � .a} a � t tip• a-�t1liY.R=��a a� r - ..r ., , s 1
". � ., r'�1��1c '�G f`.�L4�ji''' , J t -, :t•.i.:.{ ° r�;.�x' �'�-s,�[t{ it'
4 � l ;t>} �i.4;�i�" _'a,•E, a �^ - ,_ i . i cv 3 ' YI N" � -^i` - r �' •-
1 r ti
_ '* � :�;�� s, f., �,1. •.y�,4: :.L s _l •r1: ?; 7 tr TAI f,
+ s 9 ��}, �-'� 3 ,F 3.. 1�, >. •4i 1 � r t R �1 t. tr w, r -�� r
lw
-
a�-1
rt� � cjs 3 ? y .. '1'� .1. � t •r
N ,•� � Ly7�✓s,yr _ rj .A r i Ar �r 4 {r r }.+ yl r t+t g•i - + •,r - a •
f, � x V l t�! n �,� r} r r � .w + Y. ,yy t� s r• � r l r
i ��^ ,'�•'�^...- � it a5 1 � ! ` j µ,- + f ��'r d',) �`r� _ r� e� � yp ^'- `_t • � '. -.sc <'•`" i'• F

w
Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Kenneth Inman Farms Facility No: 7 T i S
Owner(s) Name: Kenneth Inman Phone No: (910)874_-3259
Mailing Address: 1143 Fields Road Tarheel, NC 28392
Farm Location: G O r Q County Farm is located in: Bladen
Latitude and Longitude: _ 3`� 4f I" 3 1 r]$ _CL 30" Integrator: Murphy Brown
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): SR 1313 off Chicken Foot Road near Tarheel.
Operation Description:
Type of Swine
®
Wean to Feeder
Feeder to Finish
0
Farrow to Wean
0
Farrow to Feeder
Q
Farrow to Finish
0
Gilts
Ci
Boars
No_ of Animals Type of Poultry
8400 Layer
Pullets
No. of Animals
Type of Cattle No. of Animals
Q Dairy
0 Beef
Acreage Available for Application: 8.92 Required Acreage: 8.92
Number of Lagoons 1 Storage Ponds: 1 Total Capacity: 452,736 Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or I QNo (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
xaxaxxxxxxx+rZixxx-a+xx+++raaxaaaaaiaaaaaxxaxx*axaxaxxax+xxx+x+xaxirax+xxaxaaaaxa#aaaaiaaaxaaxxxa*xxw*xa*+xaxx*xxx+xx*xxxyexx++x+x*xx+x+x
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service_ The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: \\QI\AeNV 3 \
Signature_ Z
Name of Manager (if different from owner):
Signature:
Date: %f — /C3 - v G
Date
AWC -- August 1, 1997

06
Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign
each certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
H. Certification of Design
A) Collection. Storage, Treatment System
Check the appropriate box
Existinct facility without retrofit
Storage volume is adequate for
utilization requirements.
(SD or WUP)
operation capacity: storage capability consistent with waste
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation -Murphy FamilX Farms 19 Date Work Completed: 6- !
Address (Agent 59 OFEse Hill 28458 Phone No.: [phone]
Signature: Date: _ _AI - I - Q Cc
B) Land A lication Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation Murphy Famil aims
Address (Ag75?'L-
C)
Kraig A. Westerbeek
Date Work Completed: = 7
Phone No.: [phone]
Date:
Facility without_ exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family Farms Date Work Completed: C--
Address (Agency): P.O. 5ox 759, Ros ill 28458 Phone No.-.[phone]
Signature: _ Date: 1 j- 9- Q 6
AWC -- Aug6Y 1, 1997 2

r.
D). Appfication and Handling quipment
Check the appropriate box
Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or exi� sting fagifily without existing waste application equipment for spra irrigation.
(I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
0 New, expanded or existing facility without existing waste application eouipment for land spreading
not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family Farms Date Work Completed: C-- (- 9 cj
Address (Agency): P. ox 59, a Hill, 28458 Phone No.:_(910) 289-2111
Signature: Date: \k- g- D r'_
E) Odor Cqjr ect Control Mortalfty Management and Emergency Action Plan SD.
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family Farms Of Date Work Completed: C-
Address (Agency): P. x 9, 59e Hill, 28458 Phone No.: [phone]
Signature: Date:
F) W-rittbn NAFa6aWiew or Expanding Swine Farm
following signature block is only to be used for new or expanding swine farms that begin
c nstruction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners
and all property owners who own property located across a public road, street or highway from this
new or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-
805. A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: _ Date
AW C -- August 1, 1997 3

is
III. Certification of Installation
A) Collection, Storage, Treatment 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 the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
[)o The cropping system is in place on all land as specified in the animal waste management plan.
El Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
O Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an
interim crop for erosion control:
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Farpily Farms Date Work Completed: ('- if -q7
Addresr(A x 7 RoseHill, 28458 Phone No.: [phone]
SignatuDate:This fog signature block is only to be used when the box for conditional approval in 111.
B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date
AWC -- August 1, 1997 4

A
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation
Address (Agency):
Signature:
Date Work Completed:
Phone No.:
Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
[] Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced 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 continued as part of
the plan.
0 Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Fami Farms Date Work Completed:
Address 4(Age 75 ose Hill 28458 Phone No.: [phone]
SignaturDate: _ �Vk_ 4 6
The foilng signature block is only used when the box for conditional approval in III D
above hbeen checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
E) Odor Control, Insect Control and Mortality Management SD Sl WUP RC or I
Methods to control odors and insects as specified in the Plan have been installed and are operational
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Fa ar s X Date Work Completed: / - IQ
Address (A Rose Hill 28458 Phone No.: (910 289-2111
Signature* Date: - q - 0 C
The
AWC - August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment, Health, and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Ralei4h: NC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

Please do not leave any question unanswered.
Facility Number.: _I - ` S or Permit Number:
Facility Name:
Landowner's name (must match the name on the Certified Animal Waste Management Plan) USA teh �CnAn
Landowner's Mailing address
City, State RC Zip pp�a.$3
rck
Telephone Number (include area code):
County where facility is located:€ 4,
Farm Manager's name (if different from Landowner):
Farm Manager's telephone number (include area code):
Submit a copy of the most recent Waste Utilization Plan for this facility with this application.
The Waste Utilization Plan must be signed by the owner and a technical specialist.
I attest that this application has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand that if all required 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. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.) -
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign.
If Landowner is a corporation signature should be by a principal executive officer of the
corporation):
Name: M".VN Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]

Operator:I & I Farms, Inc. County: Bladen
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
head (finishing only)
0 sows (farrow to wean)
6400 head (wean to feeder)
Describe other, :
Date: 02/06/95
>1500 feet
x 1417
lbs. W
0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 0
lbs
x 433
lbs.
= 0
lbs
x 30
lbs.
= 192000
lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
192000 lbs
Volume = 192000 lbs. ALW x Treatment Volume(CF)/lb. ALW.
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 192000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 500.0
Inside top width (feet) ---------=------------- 150.0
Top of dike elevation (feet)----------------- 53.8
Bottom of lagoon elevation (feet)------------ 44.8
Freeboard (feet)----------------------------- 1.0
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 3.0 494.0 144.0 8.0
AREA OF TOP
LENGTH * WIDTH =
494.0 144.0
AREA OF BOTTOM
LENGTH * WIDTH =
446.0 96.0
71136 (AREA OF TOP)
42816 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
470.0 120.0 225600 (AREA OF MIDSECTION * 4)
CU. FT. - [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
71136.0 225600.0 42816.0 1.3
Boolol290673 i

Total Designed Volume Available = 452736 CU.-FT.
, B00101290674

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 150.0 75000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 75000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 350720 gals. or 46887.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
B00101290675

Volume = 7.0 in * DA / 12 inches per foot
Volume = 43750.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 46875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
46888
cubic
feet
5B.
0
cubic
feet
5C.
43750
cubic
feet
5D.
46875
cubic
feet
TOTAL 137513 cubic feet
6. SUMMARY
Temporary storage period==== ===============>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard============== ====================>
Side
Inside top length============_ =============>
Inside top width============================>
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)'===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation======== ===>
B0010I290676
180 days
7.0 inches
7.5 inches
1.0 f eet
3.0 : 1
500.0 feet
150.0 feet
53.8 feet
44.8 feet
329513 cu. ft.
452736 cu. ft.
46.0 feet
49.5 feet
46.0 feet
50.8 feet
192000 cu. ft.
238399 cu. ft.
*
*

7.
Start pumping elm✓._______________________—_> 51.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 405861 cu. ft.
Volume at start pumping elevation=====___=__> 330823 cu. ft.
Required volume to be pumped=====___________> 90638 cu. ft.
Actual volume planned to be pumped=====_____> 92423 cu. ft.
Min. thickness of soil liner when required==> 1.3 feet
DESIGNED BY: APPROVED BY:
sw t Y
ega � n8 iP t.
DATE: DATE:
w
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN lB
COMMENTS:
;2--6-9.,5'
800101290677

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

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

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

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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted, This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level,
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer I early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5
:;n

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure — an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: if lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY.(DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) to Q -319
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) ro $C
COOPERATIVE EXTENSION SERVICE (CES) io 8C
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A.
Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Rump wastes to fields at an acceptable rate.
c)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entering lagoon.
B.
Runoff from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C.
Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D.
Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible
action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of tht; movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
0

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

0 4 , f
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
O Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Lan owner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(V)Vegetative or wooded buffers:
(-')Recommended best management
practices;
(v)Good judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(-')Slotted floors;
floors
(✓)Waterers located over slotted floors;
(,,')Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(✓)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
{ )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(-)Proper lagoon liquid capacity
Biological mixing
(V)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
irrigation sprinkler
High pressure agitation
(-')Irrigate on dry days with little or no wind
nozzles
Wind draft
(✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12

Storage tank or Partial microbial
basin surface decomposition Mixing while
filling Agitation when emptying(
(
)Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurrylsludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location 1 construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(-)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked
Poorly maintained access
(-)Farm access road maintenance
onto public roads roads
from farm access
Additional Information:
Available From:
Swine Manure Management 0200 Rule I BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101,
Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

• . 4
MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
) Complete incineration
{ ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
{ ) Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: q - 15
Facility Name:
Certified Operator Name:
County:
Operator #�
Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 3 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Namelidentifier (ID): 1
Spillway (Yes or No):
Level (inches): (P
2. Check all applicable items
V Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 da Plans of Action re attached. Hydraulic and agronomic balances are within
acceptable ranges. ewr 6+xe 6- *)n
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included -within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information_
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated-
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: q Wig
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct
Ke,A0P_-1h Twar)
Facility Owner/Manager (print)
alter (signature)
Phone:
Date: _I" / 7 ✓ 1„
i
PoA Cover Page 2/21/00

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID:
2. Structure ID:
3. Structure ID:
n. lines I + 2 + 3 + 4 + 5 + 6 =
line m = 1319.4 lb PAN
line m = lb PAN
line m = lb PAN
1319.4 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
t1. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
11170
3
small rain hay
1,58
100.00
158.0
Sept -April
11169
4
small grain hay
4.42
100.00
442.0
Sept -April
11171
5
small grain hay
4.45
100.00
445.0
SepkApril
10009
6
small grain hay
0.73
100.00
73.0
Sept -April
T10009
1
small grain graze
5.14
75.00
385.5
Se t-A ril
T10009
2
small grain graze
0.94
75.00
70.5
Sept -April
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1574.0 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1319A lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1574.0 lb. PAN
y. Overall PAN balance (w - x) _ -255 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump S haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
will begin pumping as soon as weather permits.
PoA (30 Day) 2/21100

PLAN OF ACTION (PQA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NamelIdentifier (ID): 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 6.0 inches
b. designed 25 yr.124 hr. storm &structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 13.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 98350 fe
e. line c112 x line d x 7.48 gallonsfft' 796963 gallons
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 46887.7 W
h. current herd # 6400 certified herd # 640D
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k_ (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 8/20/2018
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
46888 ft'
©fe
43750 ft'
112995 gallons
1.45 Ibs11000 gal.
1319.4 lbs. PAN
PoA (30 Day) 2121100

O
F W A TF Michael F. Easley, Governor
R.
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E., Director
`t Division of Water Quality
4 -�
May 1, 2003
Kenneth Inman
I & I Farms
1015 Fields Road
Tarheel NC 28392
Subject: Certificate of Coverage No. AWS090015
I & I Farms
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Kenneth Inman:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 6, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Kenneth
Inman, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090015 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the I & I Farms, located in Bladen County, with an animal capacity of no greater
than an annual average of 12800 Wean to Feeder swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property. ��Q
NCDEW
Non -Discharge Permitting Unit Internet httpJ/h2o.enr_state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

• -a
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely, -
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cCs)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090015
NDPU Files

Nutrient Management Plan For Animal Waste Utilization
02-27-2003
This plan has been prepared for:
I & 1 Farms
Kenneth Inman
1143 Fields Road
Tar Heel, NC 28392
910-862-8452
This plan has been developed by:
Chris W Bordeaux
NRCSIBladen SWCD
122 Agriculture Service Center
Elizabethtown, NC 28337
910-862-3179 Ext. 3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
i (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
`7 — 0 3
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Comm fission.
Plan Approved By: 4l4 L✓/, ;?' '7 7''0 3
Technical Specialist Signature Date
------------------------- ---- ---------------- --- ---------------g-----------
594010 Database Version 2.0 Date Printed: 02-27-2003 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 2,444,800 galslyear by a
12,800 animal Swine Nursery Lagoon Liquid operation This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5631
Incorporated
9670
injected
10650
Irrigated
6121
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
6,332.74
2,529,555
-84,755
f4o-te`:- -fIi7s-ou-r-c`c-f-D-.- In source ID. -S means standard source_ U means user defined source.
594010 Database Version 2.0 Date Printed: 02-27-2003 Source Page l of 1

The table shown below provides a surnnlary of the crops or rotations included in this plan for each field
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leadling Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
leeadiing
liidex GJ)
Soil Series
CM §Muence
RYE
10009
6
N/A
Ocilla
Hybrid Bemwdagrass Hay
5.0 Tom
Small Crain OvermW
1.0 Tons
11169
4
N/A
Foreston
Hybrid Bermudagr— Hay
6.0 Tom
5ma11 Grain Overseed
1.0 Tons
111701
t A
N/A
Goldsboro
Hybrid B—mWagram Hay
6.5 Tons
Small Gram Overseed
1.0 Toas
11170
1 B
N/A
Goldsboro
small Grain Overseed
1.0 Toth
CornGrain
130 bu.
11170
2
N/A
Foreston
Small Gram Ovaseed
1.0 Tans
IFmt.
Cons, Grain
120 bu.
11170
3
NIA
Hybrid Bermudagrass Hay
6.0 Tons
Small Grain Ovameed
1.0 Tons
11171
5
NIA
Foreston 1Hybrid
Bermudagass Hay
6.0 Tons
Small Gram overseed
I 1.0 Taos
Ll
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the mot zone.
> = 2 &
Moderate potential to contrlbnne to
utrient Management (590) should be planned_
< =10
soluble nutrient leaching below the
root zone.
High potential to contribute to soluble
utnent Management (590) should be planned. Caller conservation practices that improve the
nutrient leaching below the root zone.
oils available water bolding capacity and improve nutrient use efficiency should be
10
nsidered. Examples are Cover Crops (340) to scavenge nnmfients. Sod -Based Rotations
?"328), Long -Term No -Till (778), and edge -of --field practices such as Filter Strips (393) and
Forest Buffers (391).
----------------------------------------------------------------------------------------------------------------------
594010 Database Version 2.0 Date Printed: 02-27-2003 PCS Page 1 of 1
NOTE: Symbol'` means user entered data_

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
in order to supply the indicated quantity of nitrogen from each source is also included A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field
Tract
Field
Source
I.D.
Soil Series
'Total
Acre
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applie.
Method
Manure
PA
Nutrien
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N I
lbs/A
1000
l/A
tons I
1000 ale
tons
10009
6
S5
Ocilla
1.80
0.73
Hybrid Bemrudagrass Hay
5.01'om
3/1-9130
216
0
0
Irrig•
216
86.28
0
62.98
0.00
10009
6
S5
Ocilla
1.80
0.73
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
IrriR.
50
19.97
0
14.58
0.00
11169
4
S5
Foreston
5.93
3.74
Hvbdd Bermudagrass Hay
6.0 Tons
3/1-9/30
274
0
0
brig.
274
109.45
0
409.33
0.00
11169
4
SS
Foreston
593
3.74
Small Grain Overseed
1.0'rons
1011.3/31
50
U
0
Imp,
50
19.97
0
74,70
0.00
11170
1A
S5
Goldsboro
1338
3.57
hybrid Bemrudagrass Ho-y
6.5 Tons
311-9/30
296
U
0
Irrig.
296
118.24
01
422.10
0.00
11170
lA
S5
Goldsboro
13.38
3.57
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Imp.
50
1997
0
71.30
0.00
11170
IB
85
Goldsboro
13.39
3.50
Small Grain Overseed
L0 Tons
1011-3/31
50
0
0
IrriR,
50
19,97
0
69.90
0.00
11170
IB
SS
Goldsboro
1338
3.50
Com, Grain
130 bu.
2/15-6130
148
0
0
IrriR.
148
59.12
0
206.91
0.00
11170
2
S5
Foreston
9,70
7.59
Small Grain Overseed
1.0'rom
10/1-3/31
50
0
0
Iniq.
50
1%97
0
151.39
0.00
11170
21
SS
Foreston
1 9.70
7,5 81
Corn, Grain
120 bu.
2115-6130
137
0
0
brig.
137
54.72
0
414,90
0.00
---------------------------------------------------------------------------------------------------------------------------------------------------------
594010 Database Version 2.0 Date Printed: 2/27/03 WUT Page 1

Tract
Field
Source
I.D.
Soil Series
'Total
Acre
Use.
Acres
CropRYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Vert.
Nutrient
Applied
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
jtaVA
tons
1000 Rals
tons
11170
3
S5
Foreston
1.50
0.43
Hybrid Bermudagnm Hay
6.0 Tons
311-9/30
274
0
0
brig.
274
109.45
0
47,06
0.00
11170
3
S5
Foreston
L50
0.43
Small Grain Overseed
L0 Tons
10/1-3131
50
0
0
Wig,
50
19.97
0
8.59
0.00
11171
5
S5
Foreston
6.60
4.45
Hybrid Bermudagrass Hay
6.0 Tons
3/1.9/30
274
0
0
Irrig.
274
109.45
0
487.04
0.00
11171
5
S5
Foreston
1 6.60
4.45
Small Grain Oversced
1.0 Tons
1011-3/31
50
0
0
brig.
50
19.97
0
88.88
0.00
Total Applied, 1000 gallons
2,529.56
• : )`K.
Lagoon Liquids
Total Produced, 1000 gallons
2,444.90
Balance, 1000 gallons
.84.76
. ..
Total Applied, toms
0.00
Manure Solids
Total Produced, tons
'1'f1ff"
0,00
Balance, tons
`�
0.00
Notes: 1. In the tract column, symbol means [eased, otherwise, owned. 2. Symbol * means user entered data.
--------------------------------- - - -- ------------ -- --- ------
5940 L0 Database Version 2.0 Date Printed; 2/27/03 WUT Pape 2

The Irrigation Application Factors for each field in this plan are shown in the following table, Infiltration
rate varies with soils. If applying waste nutrients through an irrigation systems you rimst apply at a rate
that will not result in runoff. This table provides the maximinn application rate per hour that may be
applied to eadl field selected to receive wastewater. It also lists the maximum application amount that
each field may receive in any one application evert.
Irrigation Application Factors
Trail
Field
Soil Series
Application Rare
(mdWSA—)
Application Ammon
(inches)
10009
6
Ocilla
0.50
0.72
11169
4
Foredon
0.50
0.96
11170
IA
Goldsboro
0.50
0.96
11170
1 B
Goldsboro
0.50
0.96
11170
2.
Foreston
0.50
0.96
11170
3
Foreston
MO
0.96
11171
5
Foreston
0.50
0.96
---------------------------------- ------------------------ - -- -----
594010 Database Version 2.0 Date Printed: 02-27-2003 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column
Lagoon sludge contains nutrients and organic matter remaining after trmtnw and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefidly applied -
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
32.58
65.16
97.74
Hay 6 ton R_Y.E.
300
26.32
16.29
32.59
48.87
Soybean 40 bu
160
14.04
30.54
61.09
91.63
---------------------------------------------------------------------------------------------- -g- - -g - -- - --
594010 Database Version 2.0 Date Printed: 02-27-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste -
utilization plan is inconsistent with the structure's temporary storage capacity.
CaDacitv
Soume Name
Swine Nursery La on Liquid
Design StorCapacityaci a s
StDate
9/15
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
92
1
2
90
1
3
113
1
4
144
1
5
153
1
6
180
1
7
170
1
8
180
1
9
171
1
10
147
1
11
131
1
12
114
* Available Storage Capacity is calculated as of the end of each month.
-- ---- ------------ --- --
594010 Database Version 2.0 Date Printed: 02-27-2003 Capacity Page l of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of appfications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, MRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by dishing 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).
-------------------- ------------------ ----- ----- -
594010 Database Version 2.0 Date Printed: 2/27/03 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrientstrom waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Wastelnutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over=spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
-------------- - - -
594010 Database Version 2.0 Date Printed: 2/27/03 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan' which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should dfily 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.
------------------------------------------------------------------ ------ - -
594010 Database Version 2.0 Date Printed: 2/27/03 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower application
rate than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years-
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------------------------------
594010 Database Version 2.0 Date Printed: 2/27/03 S=ification Page 4

Crop Notes
The following crop note applies to field(s): 1 B, 2
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees Fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The
total amount of N is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 6
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row_ Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
--------------------------------------------------------------------------------
544010 Database Version 2.0 Date Printed: 02-27-2003 Crop Note Page 1 of 3

The following crop note applies to field(s): IA, 3, 4, 5
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils_
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 6
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep_ Adequate depth control is essential. Review the.
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
---------------------------------------------------------------- - g-----------
594010 Database Version 2.0 Date Printed: 02-27-2003 Crop Note Page 2 of 3

The following crop note applies to field(s): IA, 1B, 2, 3, 4, 5
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
-------------------------------------- ------------------ g------------
594010 Database Version 2.0 Date Printed: 02-27-2003 CropNote Page 3 of 3

rep 41
71.
-44
tp\-,k
01
5r=
1z
14
t
A6
IL V11
0

Name of Facility:
Wettable Acres Determination Certification
J�' 1� r>4r r1 s
'acility Number:-��
Owner(s) Name: 1 [ e m rt 4 eA wt a n `5'/1 _ Phone No: gG 2
Mailing Address:_ /ol,S" 41G
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District_ A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and fled with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: 1<e-P" r\ 9A `t w-,a c.,—
Owner Signature: Date: k -03
Technical Specialist Name: (, ex Vt
-Technical Specialist Signature: �� Z% /,�2-�G�.�_ Date: ;? -.Z V -
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

J1
' • CAWMP wrtuble A= suti.. y Sri1&7cr1Gua F 4d ou Sh.1, 2.20199
STATIONARY GUN SYSTEM
F ELD DATA SHEET
1. Gun make and model number Yelsov000
2. Gun nozzle size d, 6 finch], ring orifice, _ � taper bore orifice
3. Lateral spacing M 0 [feet] by Gun spacing along lateral I of V [feet]
4: Operating ressure at the gun SO [psi]
a sX0,
5. ' Gun wetteddiameter ao 34feet]. measured or V determined from gun chart
6_ Number of guns operating at one time
7. Total number of guns or gun locations in the system I
Exterior Guns: y part circle 10 full circle
Interior Guns: _� .full circle
Gun Locations Permanently Marked: ^ ✓�►es no
8. Supply Line` Y �Permanent Pipe Portable Pipe
** 9. Lateral line size [inch]. If more than one size, indicate size and approximate
length of each. Can be done on the map.
* * 10. Lateral line length _ [feet]. (Longest lateral)
* * 11. Supply line size [inch]. If more than one size, indicate size and
approximate length of each. Can be done on map.
**12. Supply line length [feet]. Maximum pumping distance.
** 13. Pump make and model number
**14. Pump capacity - -_ [gpm]
* * 15. Engine make and model number _ _ , or
* * 16. Electric motor horsepower and rpm [hp] --[rpm)
Note: It is strongly recommended that gun wetted diameter be field
measured. It should be done on the longest lateral about half -way down the
lateral. -
* Locate each gun or gun location on the map. Indicate whether full -circle or part -circle
Show the location of the supply line. Irrigated acres will be determined by lateral line, by
zone or by field.
Optional data, furnish where possible
*** Information furnished by
kti.� !�' � �� _ and/or
Signature of owner or Facility Representative
14'0- A tin'V, L 17, m , "
Printed Name of Owner or Facility Representative
Date
A - �). 4-A __& �
Signature of Technical
/Specialist
Printed Name of Technical Specialist
Date 2'gg-o5
* * * Only the person or persons collecting the data should sign the data sheet.

# l4
CA;V&* ►S'ctL bk
Stationary spAnWer4Gun Computnicna! L4'o"eet 2 :C. •aa
STATIONARY SPRINKLER /GUN SYSTEM
CoWLJTATIONAL WORKSHEET
1. Farm Number (Identification) 'V d-X 6-'n-5 Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Number of Stationary Sprinklers 4 Interior sprinklers O 4 Exterior sprinklers
4. Wetted Diameter 2 03 [feet] From field data sheet
S. Spacing 14 6 Sprinkler spacing along lateral [feet]
6 S"/v Sprinkler spacing as percentage of wetted diameter
6. Sprinkler Pattern / Multiple Laterals Single Lateral
(D Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location.
`t ;'q Acres per fammior sprinkler from Fable 6 Column C.
`-} ()Acres per Exterior sprinkler from Table t4 Column C
S. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in
the field. Sum all of these and this is the total irrigated acreage for the field_
+ 70*10
q33 (a) Acres per &mEft-_9prinkler X # Sprinklers = `f 3Q Acres > 70% W°r-,l
r.
470 (b) Acres per Exterior Sprinkler X 6 # Sprinklers = - $ Acres G s % ue#-J OV-44F^
3.57 Total Wettable Acre for field (Sum: 8a + 8b)
Vettable Acre Computational Worksheet Completed by: lea I'ln rf f f �. GJ. Ids �'��Q Date: 7 ' 2 7` ° 3

Irrigated Acreage Determination Procedures
P
for Wastewater Application Equipment r
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
r r1 I/l�/ 70
1. Farm number (identification) J �� c""0s Field number (identification) ` U
2. Irrigation system designation
3. Number of stationary sprinklers
Existing irrigation system
New/expanded irrigation system
# Interior sprinklers 9
# Exterior sprinklers
4. Wetted diameter 3 [feet] from Field Data Worksheet
5. Spacing Sprinkler spacing along lateral [feet]
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern / Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per-kAeeier sprinkler from Table Column
D. tC 70Acres per exterior sprinkler from Table Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
.2-� (a) Acres per rnfeerer sprinkler X b #Sprinklers - Acres
(31y r"`0 2 0,70
Q
D, y 7 (b) Acres per exterio -sprink er X # Sprinklers =Acres
JSa Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: PF n / '0>"I`i S " . A J" "XE)ate: � '� 7 0 J
Signature of technical specialist
4

^ +
&iVNI' W- tabk ?._re Stattonnrr 4rinWerCun Coaeputv;onal Worksh-et 2 _G-oa
+
STATIONARY SPRINKLER /GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification)
?. Irrigation System Designation
711170
Field Number (identification) oZ
✓ Existing Irrigation System
New / Expanded Irrigation System
3. Number of Stationary Sprinklers # Interior sprinklers f 6 # Exterior sprinklers
4. Wetted Diameter 2 Q 3 [feet) From field data sheet
5. Spacing I35X/YD Sprinkler spacing along lateral [feet]
6. Sprinkler Pattern
6 S% Sprinkler spacing as percentage of wetted diameter
\/- Multiple Laterals
Excessively spaced Sprinklers
Single Lateral
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location.
. W9 Acres per Interior sprinkler from Table 4 Column
470 Acres per Exterior sprinkler from Table Lf Column C
3: Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
• 3� (a) Acres per Interior Sprinkler X _ # Sprinklers = . - SZAcres
�70 (b) Acres per Exterior Sprinkler X �_ # Sprinklers = 2 3 Acres
_, 5 0 Total Wettable JAcre for field (Sum: 8a + 8b)
Gettable Acre Computational Worksheet Completed by: drar+p'lafr,'s le. o. 6,rj,.Ol KX Date: 3

CA*NIP We abk ?.cr'e
rst'aOn. SpsWdr"Cat.-anputss;nsa!WarlA-, 2:i.-"
STATIONARY SPRINKLER /GUN SYSTEM
,COMPUTATIONAL WORKSHEET
T /11?a
1. Farm Number (Identification) Field Number (Identification) 3
2. Irrigation System Designation Existing Irrigation System
New / Expanded irrigation System
3. Number of Stationary Sprinklers 4 Interior sprinklers j Exterior sprinklers
4. Wetted Diameter d (feet) From field data sheet
5. Spacing Sir' ) e Sprinkler spacing along lateral f feet]
4-'7MI() Sprinkler spacing as percentage of wetted diameter
6. Sprinkler Pattern Multiple Laterals Single Lateral
.% Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location_
Acres per Interior sprinkler from Table Column
�—j 3 7Acres per Exterior sprinkler from Table Column C
�. Multiply the tabulated irrigated acreage value per sprinl:ier by the number of sprinklers of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler X # Sprinklers = Acres
I Y 3?(b) Acres per Exterior Sprinkler X # Sprinklers = . (+33 Acres
4 39 Total Wettable Acre for field (Sum: 8a + 8b)
lettable Acre Computational Worksheet Completed by: d an r eavvr Date: 3

OV-16 �V 1-t
CAVVWlP Wettable /.rre
St.a. rr $prbMer+Gun Cbmputui-W W mkzhx[ 1'2C.-"
STATIONARY SPRINKLER /GUN SYSTEM
C MPUTATIONAL WQRKSHEET
i 1116 q
1. Farm Number (Identification) Field Number (Identification) !
2. Irrigation System Designation
3. Number of Stationary Sprinklers
4. Wetted Diameter
✓ Existing Irrigation System
New / Expanded Irrigation System
3 # Interior sprinklers g # Exterior sprinklers
b3 Meet] From field data sheet
5. Spacing 144-k 4 0 Sprinkler spacing along lateral [feet]
65�/o Sprinkler spacing as percentage of wetted diameter
6. Sprinkler Pattern ✓ Multiple Laterals Single Lateral
Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location.
. 38B Acres per Interior sprinkler from
Table
'-f
Column
r3
47aAcres per Exterior sprinkler from
Table
'+
Column
G
Multiply the tabulated irrigated acreage value per springer by the number of sprinklers of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
3` (a) Acres per Interior Sprinkler X - #Sprinklers = I. 16'fAcres
470 (b) Acres per Exterior Sprinkler X Z # Sprinklers = Acres
3 x � sgc�..�►�s z. 9 3
3.%tF Total Wettable Acre for field (Sum: 8a + 8b)
Tettable Acre Computational Worksheet Completed by: Qe.n A7ae'r.4 P- 4) - Date- 2 -;7-0 3

e1d s
CA"IP Wettabit P.: re
SLmdonarp Sprtnider/Con rorrutviorW Wadcsheel. 2.^.4 ?g
STATIONARY SPRINKLER /GUN SYSTEM
COMPUTATIONAL WORKSHEET
L Farm Number (Identification) y � �� 5 Field Number (Identification) S
?. Irrigation System Designation f Existing Irrigation System
New J Expanded Irrigation System
3. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
4. Wetted Diameter
a6 L [feet] From field data sheet
5. Spacing I L+0 X1y p Sprinkler spacing along lateral [feet]
6 0
o Sprinkler spacing as percentage of wetted diameter
6. Sprinkler Pattern ✓ Multiple Laterals Single Lateral
Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location.
4� Z. o' w. fl--&- .11-\--
-3M Acres per Interior sprinkler from
. 47() Acres per Exterior sprinkler from
Table L+ Column (?::p
Table q Column C
S. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in
the field. Sum all of these and this is the total irrigated acreage for the field.
S a(a) Acres per Interior Sprinkler X �Z # Sprinklers = . 779 Acres
W70 (b) Acres per Exterior Sprinkler X t_ # Spr nklers = I• S Acres
S rc 1/2, 5pr. nV)ecs
2 X z 2.
14 Total Wettable Acre for field {Sum: a + 8b)
Wettable Acre Computational Worksheet Completed by:
Date: �7 J�

CAMI ip weaabze 0,_n
s�� sp c&M raFr4wtv;-W vrorksh-et. 2-19.
STATIONARY SPRINKLER /GUN SYSTEM.
COMPUTATIONAL WORKSHEET
j IC700 9
1. Farm Number (Identification) Field Number (Identification) 6
2. Irrigation System Designation f Existing Irrigation System
New / Expanded Irrigation System
3. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
4. Wetted Diameter
U 3 [feet] From field data sheet
5. Spacing Sprinkler spacing along lateral [feet]
Sprinkler spacing as percentage of wetted diameter
6_ Sprinkler Pattern Multiple Laterals Single Lateral
Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location_
Acres per Interior sprinkler from Table ` Column—
" SgAcres per Exterior sprinkler from Table 6 Column G
S. Multiply the tabulated irrigated acreage value per sprinU- er by the number of sprinklers of each category in
the field_ Sum all of these and this is the total irrigated acreage for the field.
EDAVIVr-
. 939 (a) Acres per Tom -Sprinkler X 1 //# Sprinklers = Y 37 Acres
(b) Acres per Exterior Sprinkler X 1 9 �`pruMers = a 9;Z Acres
4- 73 Total Wettable Acre for field (Sum: 8a + 8b)
Vettable Acre Computational Worksheet Completed by: lea ,Niv �t i'f! ' (tl A JeawX 2,,77-03
'.7 7

19
P.S.l.
Nozzle
s•
GPM
DIA.
14oQlte
ss•
GPM
DUl
Nozzle
6'
GPM
DIA.
Nozzle
es•
GPM DIA.
Nozzle
.7•
OPM
DIA.
Nozzle
.75•
GPM
DIA.
N11r>ia
e•
GPM
DIA.
140u1e
M.
GPM
01A.
Nozzle
OPM
.s•
DIA.
Nozzle
GPM
iD• '
pus
40
47
191
' SIP
202'
M
213,
76
222' -
61
nw
• IDS • .
24W
116
M,
log — -
"r
152
267
50
50
205'
64
215'
74
225'
67
235'
IW
245'
115
250'
130
265'
1So
27b'
165
280'
204
300'
60
55
215'
69
2m
6/
24D'
66
250'
126•• 111;
V&
143
260'
144 ` "
FW '
162
295' -
224
316'
70
60
225'
75
236'
66
250'
103
2ST
135
283'
155
295t
I"
302'
107
310'
243
338'
6t238,
79
24a'
146 .
295'
105
309,
ISO
�314'
2fo
325'.
258
3".
90
68
245'
03
258'
100
270'
117
263'
135
295'
155
305'
175
315'
201
328,
223
M'
274
362'
100
72
255'
a7
2W
105
2e0'
123
29T
143
305'
163
316'
185
325'
212
33a'
236
34a'
2"
372'
Ito
76
265'
62
276'
111
29D'
129
303'
.15O
3i6'
171
324'
195
335'
222
344'
247
35S'
304
38D'
-Ae+� dry lean FiW a amIW. -
100 R RING N027LES - U.S. UNITS
v1ti CiU N'j" Ft"O C E ' IABLES
100 SERIES BIG GUNS 24° TRAJECTORY••
100 T TAPER BORE NOZZLES - U.S. UNITS
i
PS. I.
Ring
712•
GPM
DIA.
Ring 0
.156'
G?M DIA.
Ring
212•
GPM
DIA.
Ring
857•
GPM
DIA.
Ring
e9s•
GPM DIA. •
GPM
Rug
927•
• DIA.
GPM
Rrg
W.
DIA,
6o
74
220'
86 225'
100
23W
Its
240'
129 2SO'
150
255'
167
260'
50
p1
235'
99 240'
1,0
245'
125
280,
141 270'
164
275'
183
2O0'
r70�
Im
245'
104 250'
11p
260' I
135
275'
152 290'
177
295'
198
300'
•00
94
255'
111 265,
127
275'
145
285,
163 300'
in
305'
21t
315,
90
• 99
265,
117' 27S'
134
' 115' -- V
" 154 '
295'-
{73 310'
201
315'
224
M.
1DO
1o5
270,
124 •-230'
_ 142
295'
162
M.
182 320'
212
325'
236
335'
110
1I(T.-
275'.
. t3g 290'
- 149
305'
170 '
15' •
191 325'
222
335'
248
345'
'Tne Qtonmmw 0 mrow is,Ivvrommey 3% teed 1dr me 21- trimpictOry whew 15% less %w Is-. ,
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES- U.$.'UNITS �!
PS I.
Ndule
GPM ' 04A-
Nozzle
GPM DIA.
GPM
uh
- DIA.
Nozzle
GPM OtA.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nozzle
GPM 01A.
50
11w
250' 1
130
270'
165'--
290'
2D5 ...'
310'
255
33W
300
345'
350
360'
60
110
2155' '
143
255'
162
305'.,
225
325'
275
345'
33D
365,
385
380,
70
120
280' - '.
• .15S
300'
197
3201 � -
243 -
340'.
295
3110'
355
3 w
41 S
39S'
a0
12a
290'.
165
310,
260
-
3551-
365'.
315
335
375'
390'
380
405
395'
41D'
44S
475
410'
425'
100
143
310'
1p5
330'
235
355'
290
375'
355
400'
425
420'
Soo
440'
II*
I50
320'
19S
340'
247
MI.
- 306
3",
37D
410'
44S
430'
WS
45W
120
157
330'
204
350'
258
375'
320
395'
385
420'
405
4AD'
545
650'
150 R RING NOZZLES - U.S. UNITS
PSI.
Ring
96-
GPM
DIA,
Rung
. ' 97•
GPM
DIA.
Ring
, oe
GPM
DiA.
Ring
1V
GPM
DIA
R:ng
1 26•
GPfA
DIA
Ring
134'
GPM DIA.
Ring
1 41-
GPM
D1A-
50
100
245'
130
265'
165
28S'
205
300,
'25S -
320'
300 _. 336'
350
350'
60
Ito
250'
t43
280'
182
300'
225
315'
275
335'
3310 350'
355
355'
70
120
270'
155
290'
197
310,
245
330'
295 -j
350'
- :355"' 365'
415
360•
90
129
200'
165
3DO'
210
320'
260
34D'
315
360'
.380 300'
uS
395'
110
135
?40'
175
310'
223.'
330"'
; 275
750'
335
370•
405 ' 39W
47S
am,
100
143
300'
185
320'
235
340'
290
3w0'
355
380
425 AM'
500
415'
1t0
I 150
310"
195
330'
247.
350'
305
370'
370
790'
445 410'
525
A25'
12C
157
315
2C4
325'
258
360'
323
380'
11
A00' I
465 A20'
545
435'
"The 41&MW*t of throw is apP.Ocimately 3% less for the 21• trajectory angle.
200 SERIES BIG GUNS -.270 TRAJECTORY"
200 T TAPER 13ORE NOZZLES U.S. UNITS
PS i
1 Nozzle
I GPM DIA.
Neale 1
4Pbt CIA
1 2- .—...—..�
Nazzle !
GF, DIA.
Nnrz'e
1 3-
GPM DIA.
Naxzle--_1---
14
GPM DIA.
Norrle
1 5"
GPM VIA
.^+v; zle
7 6'
GPM DtA,
Nczzle
1 75'
GPM DIA
yCZNe
1 9-
9-
GPM DIA.
60
250
345'
205
355'
3m
375'
395
390'
445
41D'
S15
430'
SOS
445'
695
470'
525
495'
70
270
360'
310
36C'
355
395'
415
410'
A60
430'
555
450'
1530
465'
755
495'
990
S15'
O0
290
375'
330
395'
380
A10,
445
430'
515
ASO-
590
470,
075
485'
WS
515'
950
535'
90
310
390'
350
410'
405
A25'
475
445'
545
465'
525
465'
715
5051
$55
535'
1DD5
555'
100
325
400
370
420'
425
"a,
500
460'
575
480'
660
500'
755
520,
900
550'
1060'
575'
110
340
410'
380
430'
445
450'
525
470'
605
495'
695
515'
790
535'
945
565'
1110
590'
120
355
420'
405
440'
465
4$0'
545
480'
630
505'
725
S:+O'
825
550'
985
S8o'
1160
605'
130
370
A25"
425
445'
485
465'
565
485'
1 655
515'
755
540'
a60
550'
1025
590'
1 1210
620'
200 R RING NOZZLES - U.S. UNITS
PSI
1 ':" Ring
(1.29' actuat)
GPM 01A.
0 rS' Ring
(146- actual)
GPM DIA,
r ' Run
(156' actual)
GPM DIA
I +{' Ring
(1.66• actual)
GPM DIA.
, !4• Rug
(1.74' wuaq
GPM DIA.
1 /.- Ring
(183' sclual)
GPM DIA
2' Reg
(1.93' attustj
GPM DIA.
5o
230'
325'
300
355'
350
370,
410 390'
470 405'
535
420'
$40
m.
60
250
340'
330
:70-
385
390'
445 410'
$15 425'
585
440'
695
4S5'
70
270
355'
355
385'
A15
405'
A80 425'
555 440'
639
455'
755
47S'
eo
290
310'
380
400'
445
420-
515 .440'
590 455'
671i
- 4,0'
$05
A90' -
90
310
380'
405
415'
475
435,
545 455'
$25 470'
its
485'
ass
SOS"
100
325
390'
425
425'
Soo
445'
575' '. 455,
660 A80'
755
500'
900
520'
110
340
ADO'
A45
435,
525
455'
605 415'
695 490•
7110
510,
945
535'
120
355
410'
A65
445-
545
465'
WO
725 SDO'
825
520'
us
545'
130
370
_
- 4i5'
- ' Ij" . •
. -
470'
_465'
6S7 4
7$5 505'
6a0
525'
1025
$SO'
' 1he dlemeier 01 D1rOw Is approxhTalaly 2% W= for 1M 24. lrajedory angle. 5% lees for the 21* trajectory angle
The BIG GUN* performance dal& ha& Aeon obtained under Waal roll conditions and may be &dw*mely ahecled by wmcf. poor hydraul¢ enlrence conditions Or other taetom
Nelwn frrlga km Corporation makes no represeMat+On rogeWing drophl condrtlon, unddmay or appkalion isle. 7.

I

:'rw�'+' r, +. ' ,r ��aK-� " '' r + .• kt *r` =i•iti Eli�1+' ��:� . �7 hr f r� i •' , '��y^Ati: ..Pr ti
'r,+ r�f;='i.�,�yy�i;p,l; ' 4.`•�. y�f"�;ir 4't y,�•`';A:: f *..liC�,-�yi `'�„"x,,�f+w. .. Iy d,yTin r a...�•�yi•TYr�{y�lr14 �FA� ,
ri a• ' +�!" �!{''~'' �! 5;; '.'�(; -' • µ I •r •i, Si {y '"tY. '!i i . •f wr.. iLr ir,a� i1tr,,' i�. v. ar _a'a �tJ,r
! , 1 • ;i, : r .. +t-. .S, . r I �:' '. •'l" � �, �, ;�, �^1lr�w. per} ."AL
t .. . ,. • y N, ' •Iw :UC i i. '!�" 1k • is .3 i � Y, W- 'Tr'. �'l•1 � t� t l,'� � .
�1, • . 06 Yi v•' . wr..ri �+ n.+P . My�Y('� <' *,k' Ar :�i t , { ,�• i. ,1�♦ i• 1 �' tii t �`'ia .+. ♦S t ,
_+ - : ,, , ;, y , '1�,-� '. c r,"i�� M ,fj 'f� �' .'hi';'li5i� v ,.,P��d,irwr �` ,�j ( � p,.r1,►• '�� A +°•! '1. 4�'l.i'+�� I��!�'; + "' ,q
• ,�, .�.. �� �i. ''�ii ,r�:t, ri'"� �1 L,. ••�„ + +s;-+% 1 'Y.i.. S'•l,Y+' � � �.. f,i.I .�,, r. 1� rl / •
'C . '+�- -+ hi'�Y S � .,,�y. �rl � t f, i� r. ��T', ,',.L�" '1+�'� ','�,fr.�`" ,+'+'i. .+i,• 7 1Jrrtj• �-L",;yq .a
'� 1 k ! .• ���,i/ .�j.+•r+} j ,'�•rl •,K .Pi $'1 � � r r , �,.(1� 7C,'iir �,. i J .
• r• rLr J �.5 V♦ #Fr .•4 r, n'1 '�+ G.� J• pr S I.+ TL '!i! �ttGl +'7l A''
• �s ,'{' �.�,�t�I'All
.. '��` t . �, t C'•� ♦j> .: a '.�' �jf?Al.�;, d �.,�,•L
.., Vf :A� J +� fi•''• y ya t ' ��9 FA ; L I •" t i
'.r • .�•;, t''y. r� xt4L�.4'-',ay,'ywydr,`: , ii�., '� . F�,j�� _� •�.r :.18•.1•. 1�'I►,��' Sy.f' - i r"�+r• /',
! �.F.,I,i+♦ Idg4�';,'�' f!� .1 -• �^'� ,� hot _}�'IT',1:.�•r• r?r '�li"' , �i}� ♦ 'RSr� i 'i Ll.,� •j� ��.'.
:•° itiri,j rM. j•/�''+IFr.k NMI
t y � t v � `��',L.r ,�rj �'R I r �i,y`r�• �
rt
t�� „''
t $� `� • `4�*""}"•Z�;�f1'Ft.•.5,r�t �' '�,p � . �� ��`'� ;'^ �{r ?�� •'�✓
' ,' '•ro'.i#� '°:�a�7 • i' y. 5 . 44)1 t. n/ 1.�' , 4r. • 'i' .i;i}s i}! �I''
�s �1, •'r r ! 4 i r,y F; ,J'�i' •' r• �� •'�#".i J• i'•.��fj4r �' �t _yr'g'� ♦ iL'S' �f f tY r+ '
ZI '•, • , ` ., WWI ;r„ ' h •;Si�rr'`?,,w 'ri'q.v'�•_..{,�,j,�' tyF i 1' �i, ,•y' �•, +p, k 1' Aa
,rt .T'l><ff s; t�,�rryrs•' 1 ,'i' 1 r�•, b s�'�t,;a Nil
{s•J1 "r�' C'r„�•R'ijr:t�"rs*�`, -�+� .��, S � �y, *, *'
�'~•',,,i`T St4ra�r rr1+g tt,' i Is! ,° uiZ rS� ``3�}�44,�s? � �!•i�1, � a�'.,� i i 7 l ,�`
'� r� # ,+4 'y l���� 7., •. ,. � l �F ! c• f� r fff•••Yr ^„�. r�'Ij,,�,
i r 1 rl, 1•• �I pt� f P
li f SY' i • ilk �1r� rt �+,lS'+r' ,'r '•rr:f�L } °,, �+A i jv: ;. ,..
1•�rp�wk '} 1y •r' r,�t r "+`?( "!L. 7�S. � � f'�� �4. •'A i�SA"ai ��•' % •[r S � ..�
it , 'C�(, � ,t. � `fr l r}n ii rF S�� t�ta Y i'(•� 1
.ir' 4T+ ;- ym,1: ,4J � r •'yam 'f•ai
t 'r , :+ , 5
n • e .,. , q o .,+� ',t..' � 74 L .. �• rr . ��' R ;jti` � r'^�f , t •S,�'.�?,"v"� � �� ,(�I" �r � r'��d � ! r/'z, � • t � t
�!. r �,� ♦ ` � ,�. <- � t�'nx' � ' : r a 4•A'�,s�r' '��',•F i�'�(.�" rt �l+.i •'�' �f'1�, • ° .r �':/„'f�' f�•�i�,`,...{' -a . I ..ia�
i.{- ;kil iti� t 'P�• i • • , ;r+•���, f • ,t-'r : p ,Nrwa•� �sq : f " .✓i'i ;�
4(�" !' ='WN",
�S'`Y
y ��:/ �'r'� � r:T��4rK4:� +��,j�f.�L�1t��'+'�r ',,.�v'��•~' ;. �.
•'•�}R'�'� �+' {%��T5ce `. } �A"YC . �1��{Ali �:a 'r i h ,. � • ,�i i �i:~+�`•L • '%:� c ;fi •r �.
'•i ,i, � �1 , • 4 •' s r t 1 7
J F" L �,_ { , • f a e4 ,. r,+,rrfF • r ,f f ♦'{ r .
�` I ;'! F�I,r t 'fy+ ��i+i}tiire"}'yl�" �:•7� �'~ry.
_C.t:•.:,� r .t4,r .5, �",.'' • ,•� ? { • , • +' a Fig. j► �
._!t
. rt t: ;[7 '1 �x��i'il�lii$,.i '� ;• •1�4� R� �!. f• �,h1i;''4s,,,,111�"'l4� �n.' { ji .
Or
��. I•Q,r ' : ((' .sty• ' , �' •.,.. ^,r,a
+ r ,.Ip� .fit �
-•.� 1 5 (�#3. Y�j i'l�►
���+��,t � '���ilc�•'iiii'� , t' ,'
�i`�,'r3� �l +''1.t iR ��.'};!��a, `��'��'' .S��IF[" !'S,=4 _ vv l����I , � •r� i
1, `e r ;r*,+•: ` r♦ r. j t L ♦ ,1�' aY' .r.��y ftI
� � � i' da r �• s f N i ' � + a� 'f '• 1^.F�+T u �j' �. •
i• „ P ^f 1 ,�lWi {�+,�f �• 1ST •� '4 Mt tl:�'ti+r '� • + e.'� r ti'';�� ait
1jti i. ` ,•1.'y`l� `'t•e'•r,r"� Li� ,'-ii'•' 1- r++�.'S �. �E'1
„j rf �.lV.z.s, w{' ' :.'{'{.0 4µi�f • ; .... . •`'�r"'�i�r1-
• ..11 �. ij 1-n N
e iv
Not
� tip. 5�;�{' •%s: �h1� if . '" ` 1
'i . f • jar, r• 4 i�• 1 A
/fRk
(r •E ti�J} �i'�'•�+ r r:y- �1'ry: �i J'.J� r ,���+�+.ir.�1„±� �+_1
• • r�ri ",, ili Y
Wil
-°" �'„,,,�," , r ��`;+♦k ,r`L:.r err �i�.
>��• '�` � � ;.ff'ri rah 1 Y P4 . ,;'�
rl '

tlod I %
Mr. Kenneth Inman
I & I Farms
1015 Fields Road
Tarheel, North Carolina 28392
Dear Mr. Inman:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 5, 2004 ' '-0' T
OAT 2 9
D+IR - fAVEiiEVIILE REGIONAL OFRCE
Subject: Certificate of Coverage No. NCA209015
I&IFarms
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
In accordance with your application received on August 24, 2004 we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Kenneth Inman, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with NPDES General
Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the I & I Farms, located in Bladen County, with an animal capacity of no greater
than an annual average of 12,800 Wean to Feeder swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007 and shall hereby void Certificate
of Coverage Number AWS090015 dated May 1, 2003. Pursuant to this COC, you are authorized and
required to operate the system in conformity with the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of
animals authorized by this COC (as provided above) will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit. The _Animal Facility Annual Certification Form must be
completed and returned to the Division of Water Quality by no later than March Ist of Each year.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
t
Caro))ma
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h20,mr.Mte.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Posl Consumer Paper

Mr. Kenneth Inman
Page 2
October 5, 2004
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A namelownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville 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 Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Sol] and Water Conservation District
APS Permit File NCA209015 -

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.
If you remove the sludge every 5 years, you will have approximately 4608.00
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 15.36 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 36.86 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
9697
3
Fo
C,L
0.50
9697
2
Fo
C,L
0.50
9697
5
Fo
C,L
0.50
9697
6
Fo
C,L
0.50
9697
4
Fo
C,L
0.50
278
1
GbA
C,L
0.50
Application Amount
inches
0.95
0.95
0.95
0.95
0.95
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
Page: 5

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 responsiability 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.
Additional Comments:
Overseeding with small grain is not necessary for nitrogen utilization but may be necessary
in some years for winter lagoon maintenance. Grower may overseed all or none of the acreage
listed but it is recommended that a minimum of 10 acres is overseeded.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
Owner/Manager Agreement:
Ilwe 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.
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 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 revi w by NCDWQ upon request.
X6"n� EerN "nA
"AoMMI-D CZNrngr!
Name of Facility Owner: filLe uBc4- g,rrpm PN
Signature:
Date
Name of Manager (if different from owner): .l�o___ N
Pj se Print
Signature: _6 —9
— - - - -- --- Date
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
[phone]
- Date
Page: 7

IF .t 'L
or.
X,;v
I
tu
W.-�Og
elk.
if' t
a

,� ��'� ri, dCT r. 7• /(M/�] `ram-1•�_+
;��'t'. ;r;-'•'• ;,r .:mow r P .: �:���_iPr""••I •� 'i �;L''r � .,•r't. � .
Oa
9.1
• t''. '
,ti',rlf�'Lr .r ' ilf �ii'„•� [ �',,Y . � h' E. VV `� 11 �!�1.�..�� • j, '� •� .
� = a,r , � � I .''•rr. w� � � �' r ., t��''' 1 N. � yl�r� 1'Iw�rr?• F ;�� `
,,�. rY..i:: `4 .r 1,i a1 �• •1 r 'i ` ,pA�,, r /i .+ 10
W` ,y ilfYl ,�•;r, •r"`' 1(�i�`„�� 1� .; l' �!f • i.�T�, ,'P �+, TA -,Sir
� y� •I�+���i} ,
i rJy
�� 77i r � w�,rt .{.,..:!•',/tS, � P +D ,�+ .. tit?�' . s`f:4.
rAQ./"i,, p :s'F:
/�!�-h•� .y I.;; '..:.+7 • PAY° I i`� r1 '�;.. , ��.r' y•��,'��`y�'} fl . 1� `�, tS :a.(.•.,rr
or'
��jr►t a. �! i.7-k �`rg�'��j +� M� ��,�1�f� I t;-�7� n'-�•f y'fw_rt � tw; r 1 r r ` '
'li'�* �ir���V"!C VL�' �I � ,A. r\"''�,�-S,sy`�1�{`T1"•tia t r �'�tkl • `' .r
/'fN! r�• ��� .''�� ^. � � v`i k *.'-: �, ���t�•"�r A.i,,��tl r? -�'� r �t1'�Ijr ii It1�' � �t` a+, ..
M1 •� ! r •;�.(,.. -,, /, !,{:� is, rrC �� .rfi �. -+.Pu {•• •,•�y+ t1S,`ti,;.,_�J ''. },i'•.
`i.z�yt' ■ ' .�'.�•fJr+ .j • _ � 4�'• �La.: . ?�L it'�r`� .:}•{;�.ii•';• � � OrO ,•� I
..i, :f' ,I/�' . -..� ,,. .�1, �r:,.h 1t (, >.t���ti����4, ..I •,, -t.• ,. .-" �ir�:.
V . y Y jl, �:. awdrz Li,`�rrp ttit t •, 'r !•�' ` J\ �V't .
:� �' ,•��.i,rl .+ �,•• ��.iR 11 Nit,li`�T - ,' ti �:''�rC�'' 'k'' 1"il��•'fM�j,. r' /"y
�� ,P; w •, � .:-�. f �:1���" {� r �f '!L t fir i a t t t , l 7' I .i'�Q"`,.. .• t .
. ,{�- 'rtrt q.r� ®' � �+" 1..` r Y.. i,. �! f �;��,f!Jt ,�, 7a l z:,• rZii
r Id` , • Y` ' ii �,'< :� r .li?h �Svl 1...•A:' �•' : i' .n ;1;�, i . �::;,'
i'1',hh� � � r.'•�/r.-• � � ,(�,� 'P. /Y, IItN�;' '� jr..•. l,.t S-fi� .t ''�'•'`',ic ,'�!i*i•:.r:-'nn ir' •�
T i''°.1
,. �^J'+ • 1 .. } r � � 1}t i A !� r St�'� 4�"'�� •, c r J' 1, � t, � ` t #� ` '1 i S'!�
_ � ��'. �^�" •h'7'?d',.y, J;A.� �� �?j �1��.�Cl�'...t- ;;3t•�, i. r: � t. ; ,,' l�,i:s , � r}.. •i1,��i , !'
' iy;�•'"-a •� ,��'�l'�t ie��l"'�'�rr t�t�-.� nt{�1 `'R�r�ia �� ,,. i S �i, 11 to t•� �y�-'�1y}j,•
' F ,p E+lF Jy • w �T U? Ii �j r , ��ti
1}t�r �.1, V F �. }A t d { !v '; r� I ��- ti'vi, r`•'�
� rl ��'�.r {. rA �y t yll tt-lr,,
�'•+'� � "yn� �'.�� �7�4� ri �7i"- �. 75��•t ' +,P'(�' iz!. .+ (i r i r'�Ayly E t �S
:�
'�l �, I •'� .�' 1 �.�a i rlit i
r a. 1 y�j day °r' FfjlK . jl
,`Uf isd��,k t,!' AL4+'IpQCr",S1 Y,�� �;pt yty� .,• .1. �•r: '
c I •. '4:;+5. � �z I ,.1,, 4.,.t ; ,ti It ! t •w T }, 1 'r � 't I i tr �.
b •, � r. �• ��r,•'.-�' �� tir"tY ! ;����.�t:v��:�'1,'.itiM)'��r �'jt'��yi �+r�Y14i��•t.w�-:�y��lt � f;' y��.'•
�' �►� � � � �' t:', j �} � * (�� r,a'i J j.i 'qY`y� 7(q. ,I,t Ir �, I
��w�.�•�� +�r� . T'� f � Ij_ �,� � � o � � 'J �r 1 �r Ya'��.. �S�F,.1'+14� ft1 I.I ;'.'.• r,..c�,
'YQw' r � ,,.�aMr � f (� , �w5 �•r ���,I{ t 1 �'y I�y h 11 v1W �'+'SY ,�•d +L"
• �;+N�i:'L '� y; J! fSf�• ,,. y(f?•��.•iT���,�rfrl.}�-�.r(`�:S^ 1� r" r tr �j�5rfi�r I .. : .F
r � f• � �•" i _ ':' '�' _ G - ' P"�.rAt.('..�h•:i�''; 1 •'k•I:• t.�` _4'r'� '�l i -.y ,N t Xt''
.,F,,. y. .y�`I i,'J �"�.''r: "'�,J•1�• ,�}i�C�i$`r�',,�j",;. .� �' �`:4,t..t;K�;;
r'

F M 'o. '0j,
'"', MO. W,
7
V
i14� 4 .y jo
N
s k7
Y 5
IV;
10 ve."
r-L,,
4". 1 ji
IV,
A� I IJA�•40
Cqu
'.vz-
ri V.
'14
AA t i - N �i!
Tk
,i' +,�J�}{�'�•, \M t� �., ,.,, �_i}i• :. '.li. J+ , • .�lf,-ri}.�w '� Srt�. �i' lTl��l `?'ti ilf•'.�.\f�a.}4 :,.� '.i 'y ,Sryvt y� _; .X .,:
qN at,
4M A
� Wo
yr�
k4 �'JV fr.V
4
I �Ifkl
T, v
A
0C
TA­,,;,9f,��,� *I-
I A
A-14
j
VA
I Ae$7111 Ile.
1� `4
IN

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by nnoff, drift, man -Ad 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 tither om-ms or has a notarized agrent for use
of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly
dispose of waste, he/she shall provide a copy of 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 utliim on, 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 p lanncr. .
4. Animal waste shall be applied on land ending less than 5 tons per acre per year. Waste may be applied to land that
is eroding at more thaw 5 tons but I= than 10 tons per acrea per venr providing grass filter strips art installed where
runoff leaves the field_ (S.,.-- FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or dishing after waste application. Waste should not be applied when
there is danger of drill 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 "W icutlicr and Climate in North Carolina" for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the sod infiltration rate such that runoff does not occure off -site
or to surface waters and in a method which does not cause drift ftni the site during application. No ponding should
occur in order to control odor and hies.
S. 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 animal waste should also be considered.
I0. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a hiApotential for
leaching. Waste nutrient loading rates on these sons should be held to a minimum and a su"s��. coves crop
planted to take up released nutrients. Waste shall not be applied uuore than 30 days prior to planting of a crop or
forages brealaug dormancy.
11. Any new swine fac-dity sited on or after October 1, 1995 shall comply with the following: —the outer perimeter of
the Iand area onto which waste is applied from a lagoon that is a componet of a swine farm shall be at least 50 feet
from any residential property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1. 1995. shall not be applied
closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are prescat (See Standard 393 - Filter Strip.).
K

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(COiyTRgUED)
12. Animal waste shall not be applied closer than 100 feet h-om wells.
13. Animal waste shah not be applied close. than 200 feet of dwellinC, other than these owned by landowner.
14. Waste shall be applied in a taanner not to reach other propery and public right -of -wags.
15. Animal waste shall not be discharged into surface watc. s, drainageways or tir•rdands by a discharge or by over -
spraying. Animal waste maybe 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 eauscs 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 maaagauent systeaa .
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments,
berms, pipe nuns, etc.). Areas shall be fenced, as necessary, to protect the t•egetatiotu. Vtgetation such as trees,
shrubs, a d other woody species, etc. are limited to areas where com;idered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon beams and structures should be inspc-zte-J regularly for evidence of erosion,
leakage, or discharge.
I9. 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, =Is, etc., should he inspected on a regular basis to prevent breakdo%m4
leales, and spills. A regular main.-aanc= checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegemlbles and other crops for dirt human consumption.
However, if animal waste is used on crops for direct human consumption it should only be applied prcplmt with no
further applications of animal waste during the crop season.
21. Highly visible permaneaet markers shall be installed to marl: the sop 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 swrag e vuhune for waste storage ponds.
22. Sol] tests shall be made every year, and a liquid waste analysis :riall be taken within 60 days of applicatica
consistent with waste utilization plan. Poultry litter shall be testcl prier to application. Soil and waste analysis
records shall be kept for five years.
Dead aniinaIs will be disposed of in a manner that niects NC regulations.

E1 RGE CY ACTION PLAT
PE:ONL NUN SEKS
DsiiQ to f615��
E2yaRC -CY NL=?tii C: z:YLti L SYSTE-m 911
SiCD
NFICs to z �36
THs pL� a•- be bLplw�G aed r� t`.c eVe".t • vases frar� yBt� opaizaa arc ISeug
cve-Howimg, or r=.r,=Sz of s:`e- You s'rcL,-Td act wz:,t ==I. wzrzas resa stir ce watt-s orle`ve
your praFe. �y to giLde: tL--* you h=ve a pmbleaz You should make ev=r effort, to ea;ze that
this does =t hzppe :.
fac-Tr: The foilaviiag rT: some zczian irr;,s you should take.
i_ Stop the re_terse of F,astes. DcoeaEnz an tae : *- 'oa, this =zy or mzy not be passvQIc
Sa e$t_ad resrorses to score passinfe probieams are listed below. -
jA Lzoon aver Hc--pas;;ole solrwors are:
a_ Add sail to be---= to mc: z elev`aa of
b. P-,:== ze(Crate.= to fe s at zz acz:z —molerate.e. Stop an flows to the Iagaer h:Lye^,�_:y. -
d- Cz1 a. pu—..PL-g cc
e. Mz-ka sire no s•,:, -.,-= wztz:� is IzScom
B. l��ai uo� �.�:e �,oii�ca Le?c-mars irciude: •
a �►-u,te'.:stP?y stag vr-��w appli�ar�. .
b. Crete}p a ten, perzry cove_ ton to ccrtzhn Vie. .•
c. Incorporate was`c to =cE
d- Evxlu aad er.,:.i a the r=cn(s) thzzt C2tsed the runcE
e_ Eva1,=`e the zppi+czHoa r=ts for the uses whey a
C. L==ge EroB the pipes ?-nd sJr: Ue=-mart include:
a Stop r yc?-
b. Shop 1ig--.:�aa F'-; p.
C. Closc valves to r1r-•-!=+ F=her-
d_ R.e._ -zlr as le~� prrar to PLLmps. -. .

• .ram - . - -• _.
D. Ltzkagc uarx flush sy3tc..A hC ses, solid sepamr rs-action include:
a, Slop re=ycre pu=p•
b. Stco imis dart pL=m.
c. Make r, a ma siphoa cc� L--s.
. d_ Stop z1 flows in the hc::se, EL sh sfst. s, or sofrd separ�ors.
C. Re; z;- all leaks pr=,or to reS` pumps.
E. Leakage i=or . bast cr sil-, a-r oi•Iagoom. O�Len this is seepage as opposed to flowims
Ieaks-pcss:ole zct:ion:
a- Dig a smaU well or di:c:; to catch an se. page, put in a s-uba1e.-sidle pt�p, aadpump
back to Izzoon.
b- %ftcles fT es by bu-:oti.u,g a-.imals, tzp or rerrave arriz-,zls amd fiII boles and
campzot with a ciay type soil.
. c. l~:ave a proressoral eva_Iua'e the condition of the site wazIs and lagoon bctiom as soon .
. • as pcss:oie. .
2. t e:e-t=nt ofLhe spM note a_Ty obvious da_�zr=cis.
a: Did tl:e v-,•zs`e'r?'r+, any ruz-L-ce waters?
b. homer 1; uc3 was released and for wh=- dLr=:on?
C. :y 'c_-- ge noted, s-uch as e=, lcye; lr jt:rf. fsh kills, or propemy dz.*r,age?
d_ Did rre spill leave the prcpe• -3 ?
e- Dces tl:e sal i,.ave ; e patental to re=*i sir =ce wa:e-s?
f- CcA Id a ft�re rzz eve:�e Lhs sett to =ch s-urace we.
g, Are pot-bie weter weHs in d_nger (either on or or of the properzy)? .
b- How ri'iL'ch re?c:ted wa"te s?
3. Cor:la=ap cropr;a.e agencies
a- E L--=g or,,. l bus-,ess hours, caU your D WQ (Division of Water Qtrzlity) rexowl off
Puare p f to hours, emer—easy tzumoer qlg 133�394. Your phone call
sEculd i.-ic'ude: your r,am,e, fz--2iry, tclepaone num, ber, the de••.aHs of the inci&� from it=
2 a:-Ove, Lhe ems^ Ioc=.on of the fhclicy, the IoczEort or direc-don of rnovc=e= of the sPE,
w�her a-,d �ri.trd cCmEtiors. i ae cor. a eve rye=sires that have b== und=��"�Xn� the
s:::-:ou=ess of the i=aEon-
b. Nsui l ie~ves prape. _y or =t~. s sz-•-ace waters, cmiI local t S Plzoae az bc-- 91l•
c Ls=uct �S to co;--t I0C =I*i Dt atrc,•rr.
_ d. Conr�•ci CzS, piaore r,r e_� /4 2 local SWCD oEce phone m--.be~
�bLla9�G ar:d local NNRCS of=ce For advicc!techrdcal assis=ce Phone m mber
4. Las-.e c6the a^.ove worm, � S11 or the Slhe:if_s Dep�e-nt and expisiriyoc=rprgble ato
tgzcies oottthen and ask th= person to cant- h�f
--;. _

Nlortality Matta�ement t-lethocls
(check which lnctllud(s) :11-c being implcmcnlcd)
U Burial three fect beneath the surfacc of the ground within 2=1 Tours after .
kno% lcdgc of the death, hie burial must be at least 300 feet from Orly (lowing
stream or public body of water. ,
I i Rendcring at a rendcruu, plant licensed undo. G.S. 106-163.7 '
❑ Complete Incineration
❑ 1n the case of dead poulliy only, placing in a dispogal pit of a size and' design
approved by the Dcpartmetlt of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would '
make possible the salva,c of Tart of a dead animal's value without endangering
human or animal health. (Writtclt approval of the State Vctc.inarian must be
attached)
Insect Control Ct addist for Anllnal Operatlons
S�lui'cc Cuusc 1II19I's Itl i 1111•Ili t11seds — - Silt StiedfiC I'1'1lclices
t,iqul115yslcuis
1 11i51i Ciuncrs • Accnuuilaliun of stilids Cl 1:111sh SysIC111 Is &Sil;licil and oiiCl'aNd
sufticicnlly In rcnwvc acoiniulalcil solids fruui
D1111:rs ns designed.
d ltculove bridghig of acciimniatcti suliiis III
tlisrlinrgu __ _
1.11gnluls lnul NIS C111SIC11 SOW$ 1(t1 Mui111u111 Illu"0113, sC111111I; tlllshis uIllt pill 1vilert:
pCsl brcctling is npliarcat Iu inhihnizc Ilia
misting of solids to a ticlaii unio Inore (flint b -
li inches Over Inert; Iliall 30% of silrface.
Cacessivc VuGul-iiivl: UCcuyinL Vegetaliull l Muinlutill vcgcl;llivo cu11110111111111; (funks III*
tiinxlli Iagnons iuul whcr luiliolludnicnls [to hremil
acciunulatlnn Or accayint; vegcl•rtive inallcr
illunl, water's ClIge on ilnllatuulnlcnl's perhuctcr.

"'wine Fat -in Waste N1aluagomomt Odor Con(roi Ci>addist
Sintl•ce Clime Itgli's In A11u1uilte OdIll• Site Sllrclfir I'rnrtices
1'�ulu�le,ul :isVIIIL` ptlldllGllUll Vcl;clalive or wooded bufreis;
l(cc01n1 ended bust Illaln cm 1cla practius;
,I Cuod judgltical lull carltlunn sense
Aidmal burly sul facci a hilly rll..11une-covered sruilllals Cl Dry 11001-s
I burr $al Bees • Wei urulure-covered flours Slurred lluors;
n Wnlerers Ir►calcd uvcrslullcrl floors;
Cl Feeders ul high cull ofsulid Yours;
Cl Scrape nlnuurc buildup Croat flours;
Cl Underfloor vemilatiun fur drying
Manure cullecliun bits
• t)1ine;
Flcilueut mi-mum removal Iry flush, pit rcchurge,
• Poi liul lulcrullial decolupnsltioll
or scrape;
_
0
Underiloorveolilation
Vcrllilminu ca1r111st I Ills
• Volatile gases;
I:1111 wilinlenauce;
,1
DIISI
x
Eflicienl airmovenlellt
indoor surfaces
• DIISI
Wusbdown 1,10=4:11 grunpS nraninlalS;
Cl
Feelllldditives;
I:ccrll:r covers;
Pull 11clivery dowllsputll exlcilders tar rccller
covers
Flush IanI;S
• Agilalion of recycled lagoon
Cl
Mush funk covers;
lilluld whild ranks are filling
C1
Iil;lcncl fill lines lu near (lolluln urtanks with
and -Si illoll vellis
1'111AI alleys
• Agllalioa during wuslewaler
Cl
Underfluor Rosh wish undcrlluur venlihrliun
cullwyance
1'it lcelulrl;e puiills
0 Agilsliuil orrecyciell la1nou
PI:xlcud
ILchurp lines I11 near bull,un ul'pils
61111111 wflile flits are lillhlg
1,v11I1 till II-sip111111 verlls
Lill s1wilgss
• Agilulinn doting sump milk
CI
Slllnll lank covers
fillhig and drawdowu
nulsilla drain eollecliva
+ Agilatiun during waslewuter
0
Ilux covers
ur 11111Cliull boxes
cutiveyaacu
,
�;, AhLf 1C • l lnvaltllll:r 11.1996, Pop 3

�Snurce
L'uuse
ilf4il's 11) Mi1li-ite I]Ilur She Specific !lees
1:u11 UfllfainplpCS III
ALlialion dUtillg WaSICIY;IICr
I:xIC1E11 insciiargo !!milt of pillcs 1 ndurneillli
lal,nnn
culiveyalice
In�nnll 1i1111111 luvci
1.IIL01111 sill face$
Volalile gas colissiuns;
i'ruper lagoon liquid capucily;
•
Muloglcal mixing;
Corred lagoon slathip procedures;
•
AgHallon
M1nJnnlEn surfaco urea-lo-vulunlo ralio;
'
� .
�'
Miulnuun ngilallail tivilcn.ptul►pinc;
U
Mcchaniclll acrailulb '
fa
Proven 11101ouicul udditives
hrigl)liull sprillWef •
1lied pressule acilallun;
i '
ltrigtllu un tlry days wiili lildo or no ►vhid;
noules .
Wind drill
l �
. MIIIIn11nn rcconmlcntled ol)cruliug pressote;
Pomp illlake ncor lagoon liquid surfuce;
Cl
I'11mp from second -Singe lagoon
St1I age lido!: Ill 1HIsn1
fi1111111 Ilticllllll;ll decompn5nllm;
n
Hollom or mldluvel luatling;
SoII'm 1:C
MIXIIIg w11110 illllilc;
C1
1 ullk covers',
•
Agliailoll when emplyhlg
CI
[1u5111 sorrace 111als Aisollds,
CI
i'ruyeu li'Mugicul whIlilvcs or oxidants
Shilling 11i11in SillIl1CC
I'tllll;ll IllicfIlllnll llecorllposhilu11;
Cl
II -Mond fll't1implI11.- Millets midurnwilh litplid
•
Mixing while filliog., •
Icvel;
•
Agiluilon when cmplyhig
GI
Remove seined solids regularly
Manure, slurry tar shidge •
Agiiullou when spieoding;
CI
Soil hijecilull of slurry/shtdces; '
sl)rcuder uulleis
Vulalile gas U11115sions
CI
Wush•residual manure from sprclttl+ r oiler use;
1.1
proven hiulogical ndllhives ur oxhlaws
Ihituvered nu mirc, •
Vollllile gli5 emissions while.
n
Suil ilijeciion 01'slutrylsludges
slimy orsluilge im field
drying
n
Sull iiicurpllrilllnll willihi,111 fits.;
311EI;ItL'5
n
Spread lit Illill 11111fnt111 1i1yef5 ftir mlild drying;
n
I'rovt;n hiuingical whIliives ar nxidunts
Deml tnlillmis Catcass decomposllion 1'nlpt r dislulsililui ofcurcussus
Ileall unirtl;ll llislim.-It Curcuss decompusiliun CI Culuplele covering of carcusscs ill lllrriai Ails;
IIIIs n 1'rnpt r locnlintdcnnsiruclirnl nftlispus)II phs
hleincr;Ituts Incumplulu cuIIIIIIIsllun - U Secouthlry slack hnnlcrs
` •, AMOC - Huvclllllt:r 11.1996No rt ,.i

5ullrrc Cuusn 1111i1's IIr 11111IIIIII'm (711ur
Slit 5 Iccllic P111ciluts
Almling svrilcr anlln+d • Itulnuper tb-ainagc; (iiWe and Ilunlsculte such Ifial waler tlrains
h0lirics . Microblul ticcumpusition ur away from facililics
organle ntaller
'
Alsmme IrucLcd auto • foully titaitllalacd access roads l-:aral access road maiulcnalwo
public muds dime rarnt
.. ,
access
.
Athlilintlal I Armnlinu :
Avalluble From
SlYille M[lnnlre hlcrlingcutml ; 0200 Ilule/11M1' Puckcl
Ncst I' Cutully liulcnsiuu Cuoler
Stivinc Producliun Vurm l'olculial Odur Sources and Acnscilies ; I-MAL Cad Shed
NCSU -11AR
S%whic 1rrijohicllon 1'uclllly Munure Manngemeol; r11 Ilecilarge - Lognun Treulmenl ; 1-UA1i 128-68
NCSU - 11A1i
ti%Vh : 11rndnC111111 facility iH unusu Mimugumen1: Undcr[luor Flush - Lagoon Trealmew ; PIMIs 129-68
NCSl1- IIAli
1-ugnnn Design and Mauuurmenl lirr Llvr:slnck Manure Trcalment and StornCe ; EDA I, d (13-63
NCSU - IIAi's
CaHLralinn nrMuunrc and Wuslrival crApplicaliun Uyllpntcnl ; EI)AU'ucl shuet
NCSU - IIA11
Cuutrtllling 01Iors rroiii Swlrn: lsuiltlings ; 11111-33
NCSU - Swine Lxlcntiurt
I'liviromnewal Assurunce Program ; NIIIIC Mamlal
NC fork Producers Assun
Climmis ror Manuchig Odor: n reltntl Rom Iltc Swtne Odor Task Turco
NCSU Agri Cunmllullcullnns
I•Gdsance Ctnlccros In Aulnlul Munnrc Management: Odors and Flies ; 11110107, 1995 Coisfert ice Procectlings
1'lurlda Cuuperallyu MMIS11111
P
r. AI►1111: • Nowmitcr 11,1996, Vote 5

..... . . . . .
ty

III
rIf I'I,•'� it)
� �1�;`�II + }i4il Ali !} r ¢� ��-�+ I:'i.l� 141 114 ril}+ ¢ } 4 }I,(� +�� �♦ �. J, ''Ils Iy b° ."f r-!� •/���• -�`-/� � m
a_
Y4
f�1.1.0..f{i
i', I+T� 1' ••�'`t. ( ,f �� 01
}�iIp it } } } ' III
�4 }
lot}f'}4¢pro p
y r I r�.{01�,�+ ,ice
}ill �I+liII f T }+ fi ` 1 e i i I'f ,, `✓�-i �� �_...f �.. f _%
tit
o •�
,/�
;Ir`
}} i '41i11 ``��`� t` II , .�� ,II ��'►,. I 4{ 41
}¢r�l� �` Q /,y;�o tl�^ •�
LU
III } I ,a _. k\� .` 1 r nI I ��` —
N` I I}11�,41 n.`., ,♦ �f'I�' f4
`J- Ali 1 }I}I}144, �\_�� y1 5 %j�. I�`� �,,; ,I,-�f�{ is `"�,.} �1�.14, �r'gy� �.��� �•� I
\ ` _
L 4 �I 4}II rt I , i I �I 41 t + it �{ 4 \, // �i1 ` ti .. } I tL �'_1'rT� +-I- ''' �!-J ' °
� �; ! ���-_!� I I Y I } 1 �` -�} , � ' �'+"\ r� "�I�` •..,r �I , I� b 'E }'� � I „�.,1 � '� V H_i ..,• , Lr r I O �, .✓ • I
4 I I .� I }�� i. ' I , it i I fir$ �}i� � I ' I r;M 14 } r , I �' .• p�, � �` � = � ''1
Q I .i ,1�.�� t i �J-I �/1. , / 4 * y i\ff V (�♦: ' AIJ'I f
„• ..,� '\ 4 I III i�,- flf� i' �f�• r } w r %'�� •
; ♦ QL .. J 41:
u- _---- �� -•-----�'—•,__.,"�� _.i ' �� ! � _II11�a j a � 1'I �, _-. - -- _� - . 4,, .__' ' ! �- PP ► -- ' , h ,�•r`.lr�f , �•
-74
�' 1 „ l t.l�'" ji I, I 1 ��1 I I� .,.� --7' �i e. -- •-T+—• '-t- _�� � i',-� .! !�i I.
U] /' 'r \ r�... ♦ .,� � � . ♦. � .y8 i' i ' O ' '• 1 ' '' R / • ��- `• � '... 1. , ` ,j {L "f f� � ' _
� '1' '/ � �.�f/%�" P. �. ; I.��''�` j� m� i'\ `-� �� ... r'-r . a t � ` �� • • fir' � �w �'� " � i �. i �r 1 f
• -- � '��`� :Ili \ \ ., �t:� �' r` � `•e I. f/� .��•'`
♦"-. �� II. ! r•L - �-i I
l "+ 1Sw
at
f
�f

1% <1
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: L r
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part II (Certification of Design Items A-F). If the facility does not have Part H of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
1. Farm's name: 1 4-
Applican/ts Initials
2. Print Land Owner's name: 1J 8T-i� M A-d
3. Mailing address: za C
City: �� State: Zip: Z, 51
c,Z
Telephone Number: (�0 G2 - P � 0
4. County where farm is locatfd: RI_A­hnl
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a cou ty road map with the location of the farm identified):1313 �o L� s
a,A_9 ,t
6. Print Farm Ma o (if different from Land OwPer):
i
7. Lessee's Integrator's name f applicable; please circle which type is listed): SOE "LJ1L/L,1A)(
FORM: AWO-G-NE 3/21/97 Page 1 of 3

v
III. OPERATION INFORMATION:
Farm No.:
(county number); (facility number).
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.
Tye of Swine No. of Animals Tyne of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder ;Z0 0 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farur: No. of AnimalsL
3. Acreage cleared and available for application: 5 ; Required Acreage (as listed in the AW AP): 3
4. Number of Lagoons: Z ; Total Capacity: 29 i, Cubic Feet (ft3)
Number of Storage Ponds: _6 ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or O (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) " or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sued?
What was the date that this facility's land application areas was s4ed?
IV. APPLICANT'S CERTIFICATION:
I, %�E/1iJuf{Ms�bt/ (Land Owner's name listed in question II.2), attest that
this application for ) -t l rkg't' ) - (Farm name listed in question U.1)
has been reviewed by a and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not c mpleted and that if all required supporting information and attachments are not included, this application package
will be returned to a as incomplete.
Signature
Date
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question II.6), attest that this
application for (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Berrie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Asbe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE 3/21/97 Page 3 of 3

Michael F. Easley, Governor
C j William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Kenneth Inman
I & I Farms
1015 Fields Rd
Tar Heel, NC 28392
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at htip://h2o.enr.state.nc.us/al3s/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 090015
Brown's of Carolina LLC
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.newatgqualiiy.org Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
N�othCarolina
(919) Mural it
[phone]
[phone]
[phone]

Operator:I&I Farms III County: Bladen
Date: 05/30/97
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
6400
head
(wean to feeder)
x 30
lbs.
= 192000
lbs
Describe other :
0
lbs
Total Average Live Weight = 192000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 192000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 48000.0 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 340.0
Inside top width (feet)---------------------- 180.0
Top of dike elevation (feet)----------------- 49.70
Bottom of lagoon elevation (feet)------------ 38.70
Freeboard (feet)----------------------------- 1.00
Emergency spillway depth of flow(feet)------- 0.00
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 334.0 174.0 10.00
AREA OF TOP
LENGTH * WIDTH
334.0 174.0
AREA OF BOTTOM
LENGTH * WIDTH =
274.0 114.0
58116 (AREA OF TOP)
31236 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
304.0 144.0 175104 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
58116 175104 31236 1.67
Total Designed Volume Available = 440760 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
340.0 180.0 0.0
61200.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 61200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 350720 gals. or 46887.7 cubic feet
5B. Volume of excess water
Volume = 1287.2 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 30976.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - 0.0 inches
180 days rainfall - 7.6 inches
Volume = 7.6 in * DA / 12 in. per ft. = 38658 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 38658 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 = 76500 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
46888
cubic
feet
5B.
30976
cubic
feet
5C.
38658
cubic
feet
5D.
76500
cubic
feet
5E.
0
cubic
feet
TOTAL
193022
cubic
feet
6. SUMMARY
Temporary storage period==__________________>
180
days
Rainfall during wettest period of storage===>
7.6
inches
Evaporation during storage period=====______>
0.0
inches
25 year - 24 hour rainfall====______________>
7.5
inches
Heavy rain__________________________________>
7.5
inches
Freeboard=====______________________________>
1.00
feet
Side slopes_________________________________>
3.0
: 1
Inside top length=====____=________________=>
340.0
feet
Inside top width==__________________________>
180.0
feet
Emergency spillway elevation(if planned)====>
48.70
feet
Top of dike elevation=______________________>
49.70
feet
Bottom of lagoon elevation==________________>
38.70
feet
Top of sludge elevation_____________________>
40.16
feet
Total required volume=====__________________>
433022
cu. ft.
Actual design volume==______________________>
440760
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.00
feet
Stop pumping elev.__________________________>
45.00
feet
Must be > or = to the SHWT elev.====_____=>
0.00
feet
Must be > or = to min. req. treatment el.=>
44.70
feet
Min. Required treatment volume=====_________>
192000
cu. ft.
Volume at stop pumping elevation=====_______>
197863
cu. ft.
Start pumping elev._________________________>
47.33
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
364260
cu. ft.
Volume at start pumping elevation=====______>
363971
cu. ft.
Required volume to be pumped===_____________>
116522
cu. ft.
Actual volume planned to be pumped=====___=_>
117984
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:

7. DESIGNED BY:
DATE:
COMMENTS:
APPROVED BY:
DATE:
SEAL j.
16415
"fir MEEK ��'
ORS
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:

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 the drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a 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.

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 47.33 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.00 . This temporary
storage less 25 yr and heavy rain contains 117984 cubic feet or
882521 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.

State of North Carolina
Department of Environment, Health and Natural Resources \J'k
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: (a ` L r 617
I.. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicutsts Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part U (Certification of Design Items A-F). If the facility does not have Part II of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. 'three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
I. Farm's name; _ i -�- ( �i9`]YZaiylS }
2. Print Land Owners name: fl N EM4_ � r� M A-r)
3. Mailing address:
City: — -- -- State: zip:
Telephone Number: ( q I() ) �62 - & 0
4. County where farm is located: 'R1_Atn4
5. Farm Location (Directions from nearest major highway. Please include SRR-,numbers for state roads. Please include a copy
of a cou ty road map with the location of the farm identif ed): -' 1313� �a t
\� "t v
6. Print Farm M g (i€ different from Land Owper):
i
7. Lessee's Integrator's name f applicable; please circle which type is list,ed): S l /A)C
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.:
(county number); (facility number).
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.
T3= of wine No. of Animals T3= of Poultry No. of Animal& T= of Cattle Ng. of Animals
Wean to Feeder 0 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: o. of AnimalsL
3. Acreage cleared and available for application: 5 ; Required Acreage (as listed in the AW AP): • 3
Q. Number of Lagoons: Z ; Total Capacity: __ y9 3 tfR Cubic Feet (ft3)
Number of Storage Ponds: �_ ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or O (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) E or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sued? 10 — 9 �
What was the date that this facility's land application areas was sited? q— 10-9
IV. APPLICANT'S CERTIFICATION:
I, k641JQWA4J (Land Owner's name listed in question II.2), attest that
this application for I -f i Fft*4- ,5 (Farm name listed in question II. -I)
has been reviewed by a and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not c mpleted and that if all required supporting information and attachments are not included, this application package
will be returned to a as incomplete.
Signature _ _ Date
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question II.6), attest that this
application for (Farm name listed in question II.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertle
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
$laden
Richmond
Cabarrtes
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Sternly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredeil
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance Rockinaham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE 3/21/97 Page 3 of 3

i
'_
I & I HOG FARMS - h (1600) NURSERY HOUSES
STATE ROAD � 1313 - BLADEN COUNTY
DIRECTIONS: FROM ELIZABETHTOWN TAKE HWY 87 TO TAR HEEL.
TURN LEFT 'AT CAUTION LIGHT ONTO STATE ROUTS. 71004. AFTER
APPROXIMATELY ONE MILE, TURN RIGHT ONTO STATE ROUTE 01300
(CHICiENFOOT ROAD)_ TAKE FIRST RIGHT, THEN LEFT AT STOP SIGN ONTO
STATE ROUTE 01313. FARM WILL BE ABOUT ON£—'r-A-LF MILE ON RIGHT.
NIA=G ADDRESS:
I & I FARMS, INC_
RT. 2 BOX 129C
TAR HEEL, NC 29392
TELE: [phone]
TELE: [phone]
SHIPPING ADDRESS:
1 & I FARMS
STATE ROUTE Fa1313
TA<R HEEL, NC 28392
303 EAST COLLEGE STREET • PC 3OX487 :V-?_-v: i910;293-2181 • FAX:[phone]

:BROWN'S-.
°oF.:caRoLINA." ,
I & I HOG FARMS - 2 (1600) NURSERY HOUSES
STATE ROAD #1313 - BLADEN COUNTY
DIRECTIONS: FROM ELI ZABETHTOWN TAKE HWY 87 TO TAR HEEL.
TURN LEFT AT CAUTION LIGHT ONTO STATE ROUTE #1004. AFTER
APPROXIMATELY ONE MILE, TURN RIGHT ONTO STATE ROUTE #1300
(CHICKENFOOT ROAD). TAKE FIRST RIGHT, THEN LEFT AT STOP SIGN ONTO
STATE ROUTE #1313. FARM WILL BE ABOUT ONE-HALF MILE ON RIGHT.
MAILING ADDRESS:
I & I FARMS, INC.
RT. 2 BOX 129C
TAR HEEL, NC 28392
TELE: [phone]
TELE: [phone]
SHIPPING ADDRESS:
I & I FARMS
STATE ROUTE 11313
TAR HEEL, NC 28392
Br?C+.%,.' S OF Cr4OUNIA. ;NC
303 EAST COLLEGE STREET • PO. BOX :87 • 'NA=l,3-'l1. N C 29398-0487 • OFFICE [phone] • FAX: [phone]

Aru'M21 Waste Management Plan Certification
{Flue type or print all inforrtnation that does not requi,rr a signature}
Existing_ or New or � E.c anded " Ie a circle one? -
Crze:neral In formation:
Name ofF n : T: +- _J�7 F'0i i s
Owner(s) Name:_
Mziling Address:
Farm Locatfort:
Facility No: --
Phone No: 9102-;
Couarf Farm is located in:.
Ladcude and Longi c de: S P `1V ' .301' 1 W, 97 30 /f
PIease at -each a copy of a county road map with location idend led and describe below (Be specific: road
names, dirr:.tions, ruilepost, etc.):
313 Ehc p7J r rr 9a A
Qneration Descriorion:
Type of Swine No. of Animmfs
Wean to Feed_cr 17- Up
a Fccder to Finish
M Fsrow to We ::t
0 Farrow to Feeder
:I Frow to Finish
Type of PouItrr
0 Layer
0 pullets
No. of rinim-miz
Otter Type of LNes.ack:
Ti pe of Carrie No. of Ar. mals
.0 Dairy
a�f •
cYurrrerof.?r.:rcrs:
cr;.C:c�irgOCIr�arr. Ordf. -�;-.� —_ _ -'>�_j� - - .. - ... • ' ,
Pravious I7�si r Caaec cy - o: 4b-1 `Add:: -Dual Design Capacity:
-JTorer£7esi' CciTac:rt,
Acreage Available for Application: Required Acreage. 0- 3
Itiur;.ccr of ago r:s !Storage Fonds: _ 1 oral Capacity: 31L7 & Cubic Feet (f,.3}
Are subsnr."ace d:a_=,s present on the fart: YES or i`+ (phase circle one)
If YES: are subsu ac; drain; present in the area of the LAGOON or SPRAY FIELD (pleasa circle one)
a�ssa��[s�ae#yt a�qa a[xxye%�*x�aiasF��'��f a�sf�fl as y,s:ar lr��<aYfi*?�at 9as;sa.*it**xa�+?r:ae�xs#x�.*x sass �e �?�: ae ;r it a�wa
Owner / Maza—r Aareement
(VJC) Ve;,Iy :*lcC all ChG e iz o=ntica is ..:orrey_ a_^.d will be updattd LGGi cL.znSj:: (w1 d_. 'r �'• -zt'
�- I e L'iZ '•5il.d era_ GC-'._.aGa =d
tnaintC:: nc_ rroczdures established in dhe approved aralm✓I waste =3_�"C=Cnt pian for the farms named ibove and will
i ple� a :t ti ese cracsanr.s_ I (we) know that a : f expaasica cc the C_i'Visg design c_gactry of the waste uc; nett ar;d
storage system or coestrsc:ica of new facilities will requite a new cersf:catiea to be submitted co the Divisicn of
(: Svirat7..ce .C31 yI.�2�C�Ct1C Gefare t o new annuls am stocked I (we) und::sra d t the--- =,;st be no discwarg= of animal
wastes me t`e scaragc or application sys:=rn to sun: cs waters of the s t3tC either d'srr_ ly.+-rn7b ccavev=ca or
Fora a star= event less scvc:= than the ?S-yezr. ? ='pear s.orn =d. the_c raus: not be run-oCL &am t; a of `niM,
w:s:__ I (wc) unden"lad that rsu-off of pallu=ts from lours;ing and beavy use arenas =st be trinirlv!d t:sinz t-^_hnics
s-: &rts dcveleced by the Nac.v-1 Rescu. rs Corse: scion Service. The approved plan will be filed :t the fzr=and at the
dfic= of the fecal Soli and Water Cone. ration Disa:ct. I (we) l ow that any mcdifca:ien crust be aneroved by a technic -al
spy:=its: =d submit•-d to tLe Sail. and Water Cocsc. fa:,taa Disa= cz pricy to 1=p1c=ertadon. A ch=ge in I:nd ownership
t itcs wzkiut n nodE: , *cn to DEA or a nee =r-d ;cyan (if the apc raved plz.: is changed) within 50 days of a trade traasie:
,Sr=e of Land Owner : �E/+1i�� bAJM#
Signature:
Date:
Name of Z',r ianager(if different from owner):
Signature: Date:
AWC -- Janusrr 1, 1997 1

Technical Specialist Certification
LAs a tc_hnicsi specialise designated by the North Carolina Sail and water Cooservation Comrmssioa parsuaat to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has as animal waste
management plan that meets or exceeds standards ,cad specifications of the Division of Environmental Managemeat (DES
as speciFed in 15A NCAC 2H.021: and the USDA -Natural Resources Conscwatioa Service (rRCS) andfor the ,ion
Carolina Sail and Water Conse; select Commission pursuant to 15A NCAC M0217 and 15A NCAC 6r .0001-.0005. The
following elements arc inc!uded in the plan as applicable. While each category desi;nat_s a technical specialist who may
sign each crrtificzdan (SD, SI. WLP, RC,1), the technical specialist should only c=miry parts for which they are technically
compete-zt- *.•,-- _
�ZN CARD��'w,
I1 Certification of Desibw of SS �9
A) Collection. Storage. Treatment System SEAL
Cluck the appropriarc ban: 16415
a (SD or WU'P)'
Storage volume is adequate forop capacity: srora;e cspabiIiry coasistant'O� aite5� `z
require-Ments. ' " ",votes 1.6610
Ne%v. ex-oanded or rett-q_ftred facility (SD)
Animal waste storage and treatment structur=s, such as but not limited to collection szsm=,s. lagoons and paads,
have been designed to meet or exceed the rainimum star:d=ems and spehificadocs. -
.Name of Technical Specialist (PIease Print): e, or
Ai" Ention: -S - C..Lsc�l�r� r S�rv� ce s r tip.
Address(Aaency): 5,03 Ude,,-wood SY, C/:�4t2 A! c 2 1?3ZZ Phone No.: 9/d _,:2 703
Siattre: Dace:.
B) Land Application Site (W-UP)
The plan provides for minimum se?a_Yadot,s (buffers); adcruam a.-nount of Iand for waste utiHz_­;oar caosea crop is
suitable for waste manaacmcat: hydmul:c and t:uc ienc loading rates.
Name of Technical Specialist (Please Print): V1/1�So�
Aderess(� - ): O 9� Phone tip.:
Si�rtatu Dzte:
Q
CrtCk the eIppraprie.te bow
Faci icv w is out exterior Icts (SD or SVU-P or RC)
This fac:I;:y does not con r,^ any exterior Iots.
0 Facility with exterior Iots (RC)
Vte_�asts to minimize the run off of pollutz^.ts ,`ram lounging and heavy use area have beta designed in
accorr_J ca with tr_hnic_I sc:rd_r-,s develcced by ?MRCS. .
Name of Technical Specialist (Please Prat):— ` 1 h1l nn t.
Aff Iiation:
Address(i
Signature
AWC -- J=
hone No.:
ace: to-1-1-7

D). AoPlfmtionanAjjjadlirra ui meat
Check- the apFropr:cte box
xi tins or expanding, facility with exi ti c waste ap2licangn CQUI12ment OYZTP or I) --
Animzl waste application equipmemc specified in the ,plan has bean either field calibrated or evaluated in
accordance with existing dui. chars and tables and is able to apply waste as accessary to accommodate the
waste maragemcnt plan: (etistia; application equipment can cover the area. requited by the plan at fates not to
exceed either the specified hydraulic or nutrient loading rates, a schedulc for [iruing of applications has been
established; requircA buffers can be rrXmtaired and ca?ibradoa and adjuri-meat guidance ate cc LVC, as pan of
the pIaz}.-.00
o-
w- expanded. or. exictinQ facility without exi tins waste aoolicad a $�d
Lmndon- U)Q.-
Ani..=%' wasz_ application equipc emc specified in the plan has been designed tometzssr�to
ae_orm=- -dam the waste mzna;cxeac plan; (proposedd arpiicadon equipment � cis_3 bt tEc
glace zt races not to czcee3 either the specifted hydrulic or ou�zcnt Iazding rafe �* a of
applications has been established, requise+d buffers can be az a• tined: czbmdoac are
can mined -as par, of the plan).
0 New. expanded. or existinZ facility without exisrins waste az2olicacion ccuiument_ for la
tareadtns not using p ,v ir-igation_ (WUP orn
Animal waste apolicaciom equipment specified in the plan bas bee= selected to apply waste as necessary to
accoanad.:te the waste m= ;emend plan: (proposed apolicatioa equipment can cover the area rccuirca by the
plan at rates not to exceed either the s, ecitied hydraulic or nutz-icnt loading rates: a scheda!e for chain; of
apalicatioas has been established. re-quired buffers Can be main"t:ed. ciltpradca a_nd adjusu enc guidzace are
can in--d as pa_t of dhe plan).
Name of Technical Specialist (Please Pri..nt): /P 6r Ys j
Afftliad6n:_5�,0.�,� �.ts / �er✓:�e� .mac.
Address(Azency): n A/C 293-18 Fhone No.: 9/,o -3'Qd- 2>03
Sipam `� ., � Date: /97- -
E) Odor Control. Insect Control. 'Mortality 'Yfamagement and Emergency Action Plan (SD,
5T. WUi?. RC or P
Mac waste naaagemcat plan for this fac=dity includes a Waste M. —ec_ ent Odor Cord Cae^_kEst, = r_sr_t Control
Check'.ist. a Ntoc-,:dirt Check-Ust zd as E.mer,-eacy Action Pl— Sources of borh odor Lad insects
have been evaluatcd with r_=ect to this site and Best Macasemeet Practices to 1N7r'szice Oders and Best
Pz--C"ccs to Contra( lcsccs have been selecmd and included in the waste mznagcn':eat plan. Bcth the
Mcr:-lity Nl=^.age.menc Ran --zd the Emer;c»cy A%Imn2!j
;an a m cowole:e a ;d cza be it `pfc.;.-=tr� by zis :ac err.
Nfn ae of Technical Specialist (Please Pr:,c):llvso� ,
Affiliation:
Address(.". -envy):
Sienature:
F) Written NotiiVe of i 'ew grExpandingS-,,vine Farm
pie No.:
The following si;narart block is only to be used for new or expanding swine fauns that begin constracdon after June
21,1996. If tale facility was built before June 21, 1996, when was it constr7:cte3 or last exp:.nde3
I (wc) c_:tif that I (we) have ate= peed ca cnam-ct by zz tined mzl all adjoining creamy owners and all prcceryf ownerswho own proper-y icc ted acass a public roams street_ or highwry (±pal this new or cxparding s"w'ize farm. The notice was is
compliance wWi d4c ream: --=eats of NCGS IQ6-505. A copy of the aaci= and a list of the propeny awt:e.; aoand is
ached. ,
Name of Land Owner:
Signature:
n]MMJ
Date_
(tame of _Manager(if difrercm front owner):
Si - nature Date:
AIVC - January 1,1997 3

III. Certification of Installation
A) Collection. Sto ere. Treatment Installation
New. expanded or retrofitted facility_ (SI)
Animal waste storage and.treatment StruCtures, Such as but not limited to Ia;bons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary. '
Name of Technical Specialist (Please Print):
Affiliati0 n:
Adtiress(Aerzcy): Phone No.:
Si�ature: Date:
B) Land kt)plicatkfi-F-te CWLTP)
Check the approprEare. box
El The cropping system is in place on all land as specified in the animal waste manaaentent plan.
Conditional Approval: a)I required land as specified in the plan is cleared for placcinu: the copping system
as specified to the waste utMzadon plan has not been established and the owner has committed to cst--blistr the
vegetation as specified in the plan by (rr.o=& +t aylyc=.•): the proposed cover crop is aperopr.'atm
for cornpU=ce with the was:cutilizadoa plat.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can mac be established on newly clear-d la_d with n. 34 days
of toss ctnificatica, L)-,e owner has co fined to establish a.^. intzr= crap for erosion cor;tci;
Name of Technical Specialist (Please Print):
A��lia*.ion: •
Address (Acency): Phone No.:
Sia�re: Date:
This failoNvina signature block is only to be used when the box for conditional approval in III. B
above has been checked.
i (we) certify t-+z_, I (we) hzvz coif..^...fitted to establish the crawling sys:-m as spr_i ed is my (our) waste uriliz-adoc plan, and
if appropriate to-st-ablish t`e izte.-m crop for erasion co.^._ -al. =d will submit to DEti'i a ve.:nc_doa of cc=Erien from a
Te_bnicml Spe_ :ills: within 15 calends days following the date specified in the conditional ce,d icadon. 1(we) r=Lize that
to submit this verification is a violation of line waste ra- a;eWat plan and will subject =a (us) to ass eafa,..emeat
arson fray,:, D cyl.
Naive of Land Owner:
Signature:
Date:
Nafne of 'Ylaria-er(if diFfercnt from owner):
Signature: Date -
.—
ANVC — jenuary 1.1997 4

Q Runoff Controls fret m Exterior Lo tv (RC}
acility with exteri r lors
Methods to minimize. the run off of pollutants from lounging and heavy use areas have been imt. Iled as specified
in the plan.
Far facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):,
Affiliation:
Address(A,gency): Phone No.:
Signature: Du.:: -
D) AR12lic2tion and Handling Equipment Installatio (WUP or 1)
Check the aaprapr:e:e block
0 AYrrizr'%4�asfe application and handiiog equipment specified in the plan is on site and ready for use; ealibradon
aid adjustmcat mew--ia?E hzve been provided to the owners and are confined as pan of the plan.
• .r
Q Animal waste application and handling equipment specificd in the plan has not been installed but the owner
has proposed !easing or third party application and has provided a signed contract, equipment spcified in the
contract agrces with the require. —nests of the plan; required buffers can be maintained; c-zlibradon and
adjustment guidance have been provided to the owners and arc contained as pax-, of the plan.
❑ Conditional approval: Animal waste application and handling equipment spec"ifted in the plan h :sbeen
purchased and will be on site and irsta??cd by (mouthld-_y�,verr): user-_ is ede?uate story;e to
hold the waste until the equipment is inst_t!ed and until the waste can be I=d _nclied in accordant, with the
cropping systcra contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are ccntzined as part of the plan.
?Name of Technical Specialist (Please Print):
AffiIiarion:
Address (Agency): Phone No.:
Signanre: Dat
The following signature block is only to be used when the box for conditioraI approval in M D
above has been checked.
I (we) t:ezify Ei at i (We.) have committed to purchase the aatmal waste appttcation znd h?-ndlins equipment as
specified in my (our) waste rnan_,eme nt pIa_n and will submit to DEM a verification of delivery a_ndinst�a�a=iea
from a T_chrdcal Specialist within F5 calendar divs following the date specified in the conditional c_nifcation.. I
(we) re2sc that ailure to submit this verification a violar;oti of the trae:n_nt pizzt and w i31 subject me
(its) to an e:tfor`e :lent action from Di=�i.
Name of Land Owner :
Signature: Date:
Name of lWanager(if different from owner):
Signature: Date:
E) gdor Control, Insect Control and Mortality'Management (SDLST. IVLrP. RC or n
Methods to control odors and insects as specified in the Plan have been installed and are operational The
mottadity management system as spe_i_fied in the Plan has also been installed azd is operational.
Name of Technical Specialist (Please Print):
Afflliation:_ - - - -- .
Address(Agency): Phone No.:
S i ensturc: Date.:mil
AwC -- Jantzzry 1,1997 5

Please return the completed form to the'Division of Water Quality at the folIo-wing address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
.. .. P.Q. Box 29535
Raleigh, NC 27626-0535
Please also remember -to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Sol£ and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC — January 1,1997 6 -

TABLE OF CONTENTS
V
Cover Sheet
Site Evaluation
Waiver(s) (if required)
✓
Nutrient Management Plan
Soils Map
ASCS Map
NRCS Waste Application Specifications
✓
f3wl� `s
Topographic Map
✓
Floodzone Map
Emergency Action Plan
✓ Lagoon Design Specifications
Lagoon Construction Specifications
Lagoon Operation & Maintenance Plan
Lagoon Marker Specifications
Seeding Recorrunendations
✓
Lagoon Classification Sheet
Soils Investigation Sheet
✓
Operation Layout
✓
Excavation & Fill Requirements
'�
DWQ Certification

- " •x �
United States Natural
Department of Resources
Agriculture Conservation
r' Service
WAS= HANAGzHEYI' F-LCII ITY STFE F-VAi.UATrOrf
NAME fh VIP S►J f� �4N LOCATION
TEI--- PONE Aj c) 9 6'L -'Pk 5 Z STZ-- OPEATION
d$z.- 1960 H
5'R -" 13 ,s
Zl.-- . e as r+r, . , ,.,ram,
W
DISTANCE FROM NEAREST REST LNC"c NOT OWNM BY PWDUCZZ -24C G F`T.
DISTANCE FROM NEAREST T FUBLIC FACTI.IiY (=!:ooi, ci=c ac) V; Z_QQ ._ FT.
IS SITE WTiE3LY 100-YEAR FLOOD PLAD47 YES ,tO ✓
If yes, MRCS cm --at provides aasistamca.
IS STIR AT LEAST 100 FT. FROM A "BLUE LVE' Pe'RE.ViYIAI STREAM? YES t/ NO
If no, site must be reiorated. —
IS Silt Wes* N 1 MII?. ZONNG JURISDICTION OF AMUNICIP_ALrM YES NO v
If yes, Iandowner should comsult with local zoning board about required — —
permits. Permits must be obtained prior to design sparovaL
ARE ti1-I'M11TES IN l CONSTRUCnON AREA? YES — NO
If yes, see Part !03 of the Nadaaal Engineering Manual and follow policy!
(Copies of maps or other reference materials may be attached to site
era1nadon.)
NC-CPA-17
REV. 1. 2--96
WM.LSrrz-iNVOLVECLEARING WOODLANDORAZVfNON-C1CPLAND? YES ;1O
If yes, producer must complete Form MRCS -Cis?- 38 (Request for Certified —
Wetland DeterminatiowDeiinestioa).
WILL ACTION RESULT IN SWAMPSLMING1 YZtS NO
TF WETLA NDS ARE ZrVOLVED, rT LS 711E RESPONSMIL= OF TIM PRODUCER.I'O CONTACTTnE US ARMY CORP OF
EYGL*;EMS AND TIE DIVISION OF MCrMONMLVT_AL MANAGZMM1riTO D aE^ MIM IF PER= ARE REQUIRED.
IF WETLANDS A.?—E INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY L.i UNTMAwTLAND DE rur=N
IS MADE
MRCS Rill provide technical assistance in wetlands only under the following conditions. For natural wedaad
inclusions less than one acre in size, BRCS will provide assistance only if the functions sad-r 3 lost are fully
mitigated_ For asturai wetlands gr=ter than one acre is size, MRCS will provide assistanca only after a
rigorous sequencing process to include avoidance~ miniza tfoa of impzc=, =d compensatory midgndon is
carried out in that order of preference.
ODOR CONTRO L
FLAS ODOR CONTROL 3E"`1 DISCiISSe7 Wt-, d PROD(:CrR-
• PREDOM NAVi WIND DIRECTION7 YES NO
• P4ECH iRGLYG LAGOON Wild FRESH WATER TO AT TZAST V2 YES NO
OF THE C.k?.A6C=
• USING GCO D SOLNO =G&(Z.NfT Dl LAND .APPI:CAT ION YES No
OF WAST-E-.? —

NC-CPA-17
REV. 1. 2-96
Page 2
Qi�x EYviRO,t1rI�:�T.AL FACTORS
IS ENDAA?rGERED ANDlOR SPECKS HABITAT PRESMM. M NO
M A DESIGNA T e ' AM -Ai AL SGr7IC AIMA. iZ4C'..LIDED sN TM PL AN4 VG AR-z� OR
WU-: PLAI NED ACTIONS FMCPACI' ON AN ADIAC--rrX.UZ RrAL SC.=�iiC AR-V V YES NO
rS AN ARCHE EOLOGIC,AL ORRITSORIC.AL.SITZ LOCAA= iN'i"riEPLA VNED ARIA? YES NO
ARE' Tc?riE Maw UNIQUE. STATE. OR LOCALLY MIPORTANT F.AnU-A,%MS LW THE YES _ NO,-
OP�T�tGGVii t
WII'-T= AC.lQN RESULT ZN SODBUSTING? Y.S _ NO —
u the answer to any of the above is yes, MRCS wM not provide techniczl
assimuce unless agencvDcUcy Is followed,
WASTE MAVAGZ:IMYr
DOES MCOiiC"� OWN E`rOUGB LAND TO PROPxM' LY LAND APPLY AM WASTE YES '� NO
INCLUDING SL.LMGz AL T IHOUGH SLUDGE MAY ONLY BE APPLIED WF3FQUWIMY9
IFNO. DOES PRODUCE-.R' SAVE ACLeSS TO MOP` L. Nw YES NO
IF L421D ISNOT OWNED BY PRODUCE?, CAN PRODUCM GL i AGR:iEYI' ON LAND YES NO
ON WMCIH TO APPLY WASH'.? �
(Attach Waste Utiiizadoa Plan to site evaluation.)
SOIL LYVFSTICATION - VALID ONLY IF SOIL ZfV.ZMGAi'-ION
SH$,rI' XZTAC�D
IS SOIL SLTfAABLE FOR LAC-OONT
IS A MiEM--UQL7R--Z1
TYPE OF L-' iM i0 BE USED:
IF CLAY LTA ERL M TO BE UST" , IS SUITABLE CLAY AVA M AABLE ON
STi=?
IF CLAY LS YOT AV.AM. ABL ON SIT$ DOES LANDOWNER HAVE
ACCTS TO CLAY?
IS A CORE T—ENC.w REQUMED?
(A=ch soil investfgation sheet to site crzlustloa-)
IS SUBSUF-F,ACr DRALN = PQ-Zc—; .7
(If yes, rile must be removed or plug;ed)
YES ; rO
YES a� NO_
CLAY •�BE:VTONITE5YVir�'--TIC
YF.S NO 3_
Y"S YO:✓
YS NO
COMIv�NTS '
TFM StSL DiVRSilGAATION LS VALM EORTW'E-LVr MONT.z5 cROMTHE DA—E S"c:OWN BE-T.OW. IF CONSTR. CTION
HAS NOT BEEN WI ITIMN-TW'E .VE MON'rM. A: iEW Sr= ENV=GAi.ON WM-1 BE REQUME . Y
SiGNAAiTj E r Zdwe�-
DATE ` -' O
-j�
s✓ C%angcs in the ioczl or =M law or c3aa� is tis= suadard pt2ld trsttire a tse v site itZv txa=

SCS•ENC-SId
�. �. Jc r��r'�aNi .)r AUNrk:NLbUreC
K ". 5'M SOIL C0t4$ERVAT1pn SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SgTE
FAPMER'S NAME A 4 DiST'RICT
DATE r5t� 1 \�O14 6 - ... COUNTY
S. C. S. PHOTO SIMET NO. WORK UN=
WATERSHED AREA MEASUREMFHTS
CROPLAND ACRES PASTURE ACRES
WOOD Li_ ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKZrCH OF PROPOSED POND SHOWING WHERE BORINGS WERE M,,LDE (Appror Scala Yr� faec)
L.pi rderence point +rs crntcr line of darn and ldenrt/V on skctc&
I
I I
I
I
I
I
I
I
1 1
1
ILL
I
I
I
I
I
I
I
I!I
I
I
i
I�
11
1
1
I
I
I
f
ii
k
I
I
I
I
1
1
I
lil
�
I
i
II
II11
�
Illl1
I
�III1111
11
I+II
�I
III
111111
I
I
I
I
1
l
1
1
I
{
1
I
l
l
k
l
l
I
I I
I
I
I
I
I
I
1
1
1
1
1
I
I
I
1
I
I
I
I
I
l
I
I
I
I
I
l
11
1
1
1
I I
I
I
SHOW
� *
SCAL
BOR24G NUMAER AND PROFrLE
Nake and kit di and spiaweu barfnes first • there ponded area aced borrow nit bortnas - saarast te with aercal r.d fine.
fCaar ued on bast rrAerr n+_i $hwn water table clomanans an darn.sitc borrnps.
1 2 11 3 4 5 6 7 8 1 9 j 10 11 t2 I 13 14 11 15 16 11 i7 Its 1.911M 21 = 1 23
a-!
I 1
0 siA I
I lI
.%+
I1
11
11
1
I
11
ill
1
I
z 3
Is sc
sM
�a
i
sA
li
1
1
i
i
i
i
� 5
1C0
II
I qsp, �-0
j
5A
II
1
11
!
I
S -6
sa
0
11
sA.
1`�l
I
I
I
I
b _-y
sP
sp
sq
-s
sA
i
sa
I
�A
I I
I
1
1
1
l
xA
I -rA
I
I
I I
I
11
i
I
�
1
BORINGS uAUF RY SI(.:IATURE & TI'iL:
��- 4 v

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Kenny Inman
I & I Farms
Bladen
Wean -Feed
12800
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 crap `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
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
12800 animals X 222.65 gal/animal/year
2,849,920 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
12800 animals X 0.48 Ibs/animal/year =
6,144.00 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
Code
Yield
/Ac
Ibs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
/Ac
Ibs N
Required
Time to
Apply
9697
3
FoA
C
6.0
50.00
0.9 ! 300.0
270.00
Mar -Oct
9697
2
FoA
C
6.0
50.00
4.5 300.0
1350,00
Mar -Oct
9697
5
FoA
C
6.0
50.00
2.2 300.0
660.00
Mar -Oct
9697
6
FoA
C
6.0
50.00
2.8 i 300.0
825.00
Mar -Oct
9697
4
FoA
C
6.0
50.00
3.6 300.0
1080.00
Mar -Oct
278
1
GbA
C
6.5
50.00
6.3 325.0
2047.50
Mar -Oct
9697
-3
FoA
L
50.00
0.9 50.00
45.00
S-April
9697
-2
FoA
L
50.00
4.5 ! 50.00
225.00
S-April
9697
-5
FoA
L
50.00
2.2 ! 50.00
110.00
SApril
9697
--6
FoA
L
50.00
2.8 50.00
137.50
S-April
9697
--4
FoA
L
50.00
3.6 50.00
180.00
S-April
278
-1
GbA
L
50.00
6.3 50.00
! 315.00
S-April
Total 20.3 7245.00
Available N 6233 6144.00
*Difference-1101.00
--Indicates that this field is being overseeded (i.e. interpianted) 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
Page: 3

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.
The following legend explains the crop codes listed in the table above:
Crop Code ro
A
Barley
B
Hybrid Bermudagrass - Grazed
C.
Hybrid Bermudagra5s - 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
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 ibs N 1 bushel
12 Ibs N / ton
0.12 Ibs N 1 Ibs lint
50 Ibs N 1 ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
100 Ibs N / acre
133 Ibs N / acre
2.5 Ibs N / 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.
Page: 4

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4.0 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)
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 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 I TO MARCH 30
160.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 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.

1
8
Lagoon Marker
I" PVC Pipe
?" PVC Pipe
:r
Vim_
Gl�l C_.eJ
Paint top 2A"

LAGOON Mo-ARKER
FREEBOARD + 25YR%24FIR STORM
MAXIMUM LIQUID LEVEL
6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
PERMANENT STORAGE 1
�J

HAZARD CLASSMCATTON DATA SHEET FOR LAGOONS
Landowner T ct -2: s County�u��
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam-0—Ft. Length of Flood Pool -' -Ft.
Date of Field Hazard Investigation 6"-A8-9%
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
ESL 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 life and damage to existing or probable future downstream
improvements from a sudden breach
Ali *}7rrNnAL o-o�vx loss of L r FE � 5PaocD9�S.
Hazard Classification of Darn (a b, c) (see NEM-Part 520.21)
Dam
LM
Concurred By
(tee)
M�TV, V)
(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date -r'.Zt-17
Date

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 mayor 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 darn 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.

ICJ X IIJ Y,C:N M1:11
6$h
I , I '� , � 1 I I , � _� !^ I i I �. ' , I � �_ � .�_.� i I 1 � T-I,- � � � ---i- _ � I -,- - T�
I _ I . . L. I.
I i t I (; I Ij � I I1
4o,
M—F—
U; U
b
--I li ;--�_ '_ ! I I-...�'1 - ... --f— -I.
1-1 I.J-1
-r wo
- r-f-
- - - - - - - - - - - -
[77-1
1I I �.� i I I I I i I I I'I'I ! 1 ! _I I I `{ -1 I - - _ -- --
J
put
I.A

Rini)TYPICAL X--SECTION TOM ELEV. .50.00�
D uTu
NAIL 1N._ ilciax_P«ue ___...7:
SCE NOTE 3
O� SCE N®TE. 2 '
o'
ul
gl,33
FILL - PAD Cy
DIKE, Ar764 CY CODE TRENCH
30
SEE -.SOIL SHEET
9So p FOR DEPTH,
L...--. NQTES; . s JE CONDITION NOTES
TOTAL: /4/5'0 CY 1) ALL WCAK MATERIAL TO BE OVIRCUr CL� ml/sr AE mvtcn
AND UM(rolw AND COMPACTED. F
THICKNESS 01' LINER DEPENDS 01.1 OVERALL
DEV II I, LINER FOR THIS LAGOON TO UE J_-�'
COMPUTATIONS DY: Y) DIKE DEIIIND ULDG!; TO DE hill•i. O.I;'-
» .. 111GIiER THAN 0111 t PL HOED CLEV.,
3) WALK AND LOADII•10 AREA TO .LTC BUILT 1.5' MOVE LOW
• ENO PAT S. BUILD G' WiDE COw11•i., 7' FROM ROAR OF ULDGS;
Fill in 11lms iii;roRE EOU117 MOVES 'OUT (WORK TO UE
COORUINA11.0 W/ BLUG CUNIRACIOUS).

IRRIGATION SYSTEM DESIGN.
FOR
OWNER'S NAME lie Kn �.4.+tia .ti
ADDRESS
PHONE
FARM NAME
LOCATION
FARM DESCRIPTION .Srr o %.� s y s 4. -C.,- !.?�800
DESIGN APPROVED BY: & Gregory Swain, P. E. 'rq
Swain Consulting Services, Inc. SEAL
503 Underwood Street s 16415.
Clinton, NC 28328
[phone] •'•�.,;FGOY Sy�P�,,:
N.C. License No. 016415 •�•..�„no'
Signature: 'f° 9
=44ttt, 4,ra,.`' Date: (/V ,�
Comments: F^411L cart 0.Q�f�✓f i S Ya✓ _ /'+•kr.«��rti ��r�fst S n�•�s ,

PREIMM[NARY DESIGN AND SPECIFICATIONS FOR THE LAND
APPLICATION OF WASTEWATER IRRIGATION SYSTEM FOR THE
KENNY INMAN FARM IN BLADEN COUNTY
I & I Farms will be a 12800 head wean to feeder operation. This design is for four (1600 head)
existing buildings and four (1600 head) proposed buildings with two primary lagoons having 180
days of temporary storage. The waste utilization plan was approved by Jimmy Vinson, of
Brown's of Carolina. The facility will produce 6144 lbs of PAN per year. An additional 4608 lbs
of PAN must be accounted for every five years, produced from sludge. The sludge will normally
be spread .when there is a build up in the bottom of the lagoon. It may take approximately five to
ten years before the sludge will begin to be applied in the irrigation process or by some other
means. Landowner has additional land not listed in the plan for sludge removal.
Crops to be grown include hybrid bermudagrass hay and optional overseeded small grain hay.
The total land available for land application is 20.3 acres less all buffer zones. Based on the soil
types and realistic yields expectations, the 20.3 acres of coastal hay can accommodate the 6233
pounds of PAN annually. Coastal hay and overseeding will utilize 7245 lbs PAN annually.
Soil types on the farm in the area where the waste water will be applied are Goldsboro and
Foreston. The Goldsboro series is a well to moderately well drained coastal plain and terrace soil
with sandy surface layers and friable loamy subsoils. It has a permiability of 2.0-6.0 inches per
hour (iph) in the top ten inches and 0.6-2.0 iph in the top 40 inches. The Foreston is moderately
well drained to a somewhat poorly drained coastal plain and terrace soil with sandy surface layers
and friable loamy subsoils. The Foreston soil has a permiability of 6-20 inph in the top nine inches
and 2.0-6.0 iph in the top 50 inches.
The actual effective irrigated area under the proposed irrigation is 20.3 acres. This design will
accommodate the wastewater needs of this operation.
Irrigated Acres: (calculations)
ac = 140ft x 140ft
43,560 ft-1 ac
= .45 ac tinder each full sprinkler
= 0.23 ac under each half sprinkler
45 ac x 40 risers = 18.0 acres
23 ac x 10 risers = 2.3 acres
20.3 total acres

Table 1- Field Saecifications
Tract
Field
Soil
Type
Crop
App.
Rate
Max. App.
Per Cycle
Irrigated
Acres
96.97-3
FoA
Bermuda hay
0.5
0.95
09
9697-2
FoA
Bermuda hay
05
0.95
4.5
9697-5&6
FoA
Bennuda hay
0.5
0.95
4.95
9697-4
FoA
Bermuda hay
OS
0.95
3.6
278-1
GoA
Bermuda hay
0.5
1.5
6.3
A solid -set (permanent) irrigation system is recommended. The system will consist of two full
circle sprinklers and one half circle sprinkler with single nozzles. Spacing on all of the sprinklers
is 140' x 140'. The sprinkler radius is approximately 112.5'. The sprinkler spacing is
approximately 60% of the diameter of the sprinkler throw, which is an acceptable spacing and
should provide a coefficient of uniformity of approximately 77%. Recommended average
sprinkler operating pressure is 50 psi.
A 25' buffer is observed around the perimeter of the sprayfield, and a 50' buffer is' observed
around all of the property lines of the farm. The maps included show inaccurate wood lines in
some areas.
The main line as well as the lateral line size will be 4-inch Class 160 IPS, PVC plastic pipe. The
pumping unit will be a John Deere diesel engine with a Berkeley B2EHH centrifugal pump end.
The PVC pipe will be bell and gasket pipe. A 3" brass gate valve will control the flow of the
water in the mainline. A 4" lagoon riser will be used for the ground entry of the mainline, this will
also include pressure gauge, air relief, and pressure relief valves. These valves will be 2"
aluminum valves. The system will consist of two Nelson Full Circle 100 Big Gun and one Nelson
SR100 Big Gun with 0.6" taper nozzles. These guns will be mounted on 2" risers with camlock
tops. Each riser will be equipped with a 2" 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" x 6" concrete pad will be poured around
each riser to prevent the riser from any damaging movement. There should be thrust blocks
where the supply line comes from the pump and makes its ground entry, at all tees, ells, and end
of laterals.
The pump and diesel engine should have a capacity of 148 GPM at 186.27 TDH with a pump
efficiency of at least 60% and a NPSHR less than 10'. The pump will be equipped with a 3" x 4"
discharge priming valve to prevent the water from backing through the system when the system is
not in use. On the suction side of the pump there will be a 4" supply line with a 4" basket strainer
on the end. The line will be floated to prevent settlement on the bottom of the lagoon.

Calculations:
PR = 96.3 x GPM
3.14 (0.9r) '
GPM = 74 per gun
r — 112.5'
PR = 96.3 x 74 gpm
3.14 (0.9 x 112.5)
_ .22 ]ph (full circle sprinkler)
.44 iph (half circle sprinkler)
The half circle sprinklers cover half the acreage as the full circle, therefore, the PR is double. This
still is less than the maximum rate as long as adjacent sprinklers are not operated simultaneously.
Fl — [ .2083 100 i•ssz x Q'-852 x L ] .433
[ (c) D 4.9656 1 00]
Fl =
Friction Loss
Q =
Gallons Per Minute
D =
Pipe Size
L =
Length of Line
c =
Pipe Coefficient
Mainline Calculmions:
Fl — [ .2083 00 "" x 148 1.112 x 3890 ] .433
[ (150) 4 a.W;5,6 1001
[ 46.77' ) .433
20.25 psi loss
*NOTE; The mainline loss calculations is based on the worst case.

SOURCE*
Sprinkler Pressure
FL in Mainline
Elevation Difference
FL in Fittings
Suction Lift
5% Factor
TDH
Pump PSI
BHP =
HEAD (feet:
115.5'
46.77'
5
5'
5'
9'
186.27' / 2.31
80.64 psi
GPM x TDH (feet)
3960 x Pmp Eft'
11.6 hp
THRUST x LINE PSI = X / 700
90 deg elbow
23 x 80.64 =
1855 / 700 =
2.6 sq ft
45 deg elbow
12.4 x 80.64 =
999 / 700 =
1.42 sq ft
Tee/Dead end
16.2 x 80.64 =
1306 / 700 =
1.87 sq ft
Gate Vlve
16.2 x 80.64 =
1306 / 700 —
1.87 sq ft
*NOTE: 700 soil bearing pressure are based on an averalle of pressures for the particular region
in North Carolina, per Dr. Ronald Sneed.

THRUST BLOCK SPECIFICATIONS
LOCATION
THRUS)' LOCK AREA (SQ/FT)
90 DEG ELBOW
2.6
DEAD END TEE
1.87
TEE
1.87
45 DEG ELBOW
1.42
GATE VALVE
1.97
GROUND ENTRY
3 A
From the NRCS 430DD, thrust blocks for dead ends and tees are approximately 70% that of 90
ells. There is not an actual calculation for the ground entry, but it should be approximately 30%
more than that required for 90 ells.
System Operation:
This system is separated into three zones. Even though there are two separate soil types and
different application rates, it is our recommendation to lump the fields together, since the
application rates are so close to each other. The actual run times for each sprinkler is stated in the
field specification table.
Since the lagoon includes temporary storage, it is important that the lagoon be pumped regularly
with the last application on bermudagrass just prior to a frost and the first application as early in
the spring as possible. It will take approximately 522 hours of operation to pump annual
temporary storage of both lagoons.
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. (See information on when to
irrigate.) It is our recommendation to keep the application amounts to 0.5" per application. We
feel that 0.5" is a sufficient amount of water to apply per cycle on the given crops and the realistic
yields. There should not be another application applied until the amount applied in the previous
cycle has been used by Evaprotranspiration, (ET). This usually takes anywhere from three to five
days, depending on the climate 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 the buried depth of 30" which is the
recommended depth for the lateral as well as the 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 at its full saturation rate,
if spraying occurs, it may cause runoff or ponding. The ideal wind conditions are when the wind
speed is less than ten mph. Irrigation should not take place when the speed is over ten mph, this
will prevent any wind drift.

Sprinklers and air relieflvacuum 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.
Land owner / Operator Name: Mr. Kenny Inman
Brown's of Carolina
Bladen County
Date:
May 20, 1997
*All of this land is under one ownership and in the same crop. A sprinkler precipitation rate will
be selected to be less than the infiltration rate of the most restrictive soil.
**Even though the District Conservation has indicated that 1.5" of irrigation can be applied at one
time, it is suggested that the total application be limited to 0.5" at one time and space the
applications several days apart. By doing this, it will help to decrease the probability of runoff.

Table 3 - Solid Set Irrigation Sprinkler Settings
Sprinkler Spacing is 140 feet x 140 feet
Make, Model, and Type of Equipment: Nelson F 100 wit h a .6" taper bore nozzle, 24 deg gun.
Fld # &
Line #
Sprinklers
Wetted
Diam.
Along
Pplin
Btwn
Ppline
App
Irate
Nzzle
Diani.
Gun
PSI
Oprtng
Time
Fld 1
14 full
225
140
140
0.22
0.6
50
2.2
Fld 4
6 full
225
140
140
0.22
0.6
50
2.2
Fld 4
4 half
225
140
140
0.44
0.6
50
1.1
Fld 2
10
225
140
140
O22
0.6
50
2.2
Fld 5&6
8 full
225
140
140
0.22
0.6
50
2.2
Fld 5&6
6 half
225
140
140
0.44
0.6
50
1.1
Fld 3
2 full
225
1 140
140
0.22
0.6
50
2.2
Table 4 - Irrigation System Specifications
Traveling Omm Seuioig
Solid -Set Irrigation
Flow Rate of Sprinkler (gpm)
74
Operating PSI at Pump ,
80.64
Design Precipitation Rate
0.22 (full), 0.44 Qialf)
Hose Length
NNN
Speed Compensation
NNN
Pump Type
diesel
Horse Power Req'd
9.4
*NOTE: This design is based on information supplied to Lis by Brown's of Carolina and Kenny
Inman. This is a preliminary design and should be viewed as such. The design proves that this
site is capable of accommodating the proposed hog operation in accordance with the information
provided.
**NOTE: Refer to your owners and operators manuals for upkeep and maintenance of the
irrigation equipment. Equipment specifications and information has been provided with this
design.
***NOTE: It is our recommendation that the designer visit the site during installation.
Installation information has also been provided with this desiun.

I

w', o sy '��-'?''�r4°r Ir/'�I.F � �I- �.:ri�'1 ��1��1,�,t'1:++'/.�.'�i�}?III�F;{�i'�,+�'��.•-; i�li..� �
All
■.I,Y!I}
`
CL W� ± W /� �L 1 1' ' 1 + 'i�' 1 a { ! r , r . l 1 ► `L r: ^{i ! ` ,
oIY
� 1 � .. {'r a.' 1��.►• ixf: i!�''! r'}� � 1' if���L 1 ��- �r R�1 '�i � +�r'd.l -:i 1 ``, �� ! �f o
� � 2 X ~ 't 1'{�r y + t 1!. : 1 r-� !.r'`� ` S/� • `• , 'rr ,' } • 1 1 f
`x� rd+7J.1'`1 ► ! \. t 'r} :., fir.. •}'. r
i�,, � Q_ ~ '1' 1 I V' C - 1. r! �} . J _'"` '1 `�-"� '►'' ! •I I''• ' I . -� F
'' r� 1 1 1 .S
-j�`' y-.. ,[v�`} '�\a ` ll'h�1 r1� !:/1�; •Aft' I. I' s} r, 7 iF \ -IJ
Q'' ,eq'�c, "y���1�Q.1 � /'\ /��. '•'� \ V tt, ice- `.i' �T�[� J•' `r.'`lA��' f' ' ,f }" 1, li le�'il li.l ,1. ` _ e5' �r+rf.�,.. -1 ' .I'<f, /• � ��i $
_/ Q�)t\h V_;i•'� •; i �\ V'•. - 1. f �. iM <Yr,1 i` I' •'r ,iI �' ►,CTI
1.icoo
•; 1,, -K � S -'�' >• i �" (' C
� � T1�•'` C ` � ~ � b� 1 't t i .1-,+,! i-r! '� }.""1 i'�.1'' ►�•'f`- !4,� .,,► rA .! . s :'k'� I .V:;'• ,�+ L
�' �• c `� "'�. d �. � � - i` �' . i. t'li''�li;. '�31:1 �J- ' I+ly ''• ::' 4 �' a! ;` -.'` ` ► r` � i�` �' �.
�: {� 11 �l �:�'�� � ��i I'I�j .'. -'1� ! , • ��- l i � 1 }}' .+1' }1 � �F 1 r��-' � �,1 � ,
.l�. �� � � ",� � Y -' A '�'�},T;! +1'}:i•;''i:��f1/".fi' :r.r.'r1�.1:L'�+ '1}I '�!y','t'1 �{� a i >���-`Y'I 4
� � �� ,� . �• � � a � ;.�r } .r'. - I�,�.� 1 r,t �`I ,� 11�: ;!�LI. 7 !�R '}'ll'� I `��f��d .. � ._-,�? ��
14(
i } ?�:'�. V . - aaf'"i�' '+`} +•'t. I• •'� " �til?:,1 �', ar{•
kp
t' A .. +r1:1i 1-i ,,s i 1 � _ -� ,�,•k I .{�1_ 1.1�. 41 I i. I .: 'R
lil k -- ' — l ►{1 • li%rf.. t. i l 1 !� ! �•, + f '
i t'I.1 .� 4i•'. 5ff.� ! 1 'l; i.' •�Kt�f�. ..4 , / , •'y: :)� XS T i.,ll ri ,r. , l a •�hAti _ ''\.' - t.,•, +'
• ! +/I V+ � I }h . . r ��} r tr ��+°.� ' --' �• '� 1 1 lam" I'- � �' � !''r �.�'✓
IT - a ri• } '�.}' I�Fr ,� , f,!"� to
}. �I[', __" ~�_ I •, f��f j��J,, .' !f. "`-.' u ; �y"� �>
"/w1 I J�.:'1 e 1 �� � __' t �l'• ', � , � / f i i. ,, !f }nar
.. + , �i �! � i . F ; t ! • N 1. � i'i f � i L }.. _.. YYy R�^' } h• `y/ `� �', �'ll �,
f ,.� � � • �• is � 1,� . ' s t . , 1 • J!Y "1 yy' ,�yJ� ,nk
� ' ,r � a' 1}'!`� ' '1.k11•l�15y�1�}.}Tj`'-i�1*�irl�}�` }!}•+ :� ,} } It�,k ' ,��I` ' 1 i,,
UA *�. _'�' .11 a }► } �f ` 111, 1• i 1 _. i r'' .�y1 1.
;"{f.- ' - `\ �: �.��}.t �,���. f S\ 1 -. � t •!. ry .{, 11 i �14 �',' .IDS ..,+'r"1. .. '�_d . + i -f � - ,��.+ �' 4 / ``i1:1.r 1'. 1' a,�� � 11;�'' i � �1.. \
~�� •w i f, �} / 1 Mi lltl �"►:tti }J}iV� 3y T`I� 'tr:'►.' �r .�,,��' +. ►'`.`.il. I s
Q 3; r 1} 7 {\ • �,r•�1'if M1. �} 1,1 . 1� 1 ,'., " ', 1 1.'�i,e. �'T" 4 �{ ►..}'}'-.I.i Q e
tt►;►i .}•'.F ' :' ;,'Y, _1, ` ,�,, .j -..� ` ,• -�,'- ' ` R'' !� t r }I� l y
I ;• -�•`' ' ` �.', i ,1 ►,i �;n. J-1�ti�'1?---I ',� ;' r i. +l�+;r `' � ���} !�' , Ft Y •f �i � U
� 1 ,��, ��.. l�_�. �;•. r- ` .+ I}� � � r' r 1 I, l�.J � _ _ \%1• ��',/ a• r� ' ;.�1:/1'1 'ir
a14- ��.�.{} \ } 4'� __ _�L Y J r��'' p 14. � _ ,iJ .1 ` , .,r ►� ,'- �!' ,,�5 ', .. !'•\
jal 1 1. ' ' �i'� • itr
1�' ��15 •`� .1,Tjlti
(Il _ . i, 1\ '~" tM r-f• } _ f`�'..� _ �i._. _ - f '� }u.'1i:
01 p.
j�,�` '� .T _ 'y,►- , a,► �'.�C7 '9 ��} r V- 9i.,
Cal
Cap
r�e,r�►Wr jrllrl.� �, �I+aprl.n•1
p� tl abed kw anq%wo
x
IL

r,
P-5.1.
N9uN
'.5'
GPM DIA.
I Nnu19
'.SY
GPM DIA.
I NOtt4
6'
GPM DEA.
NouM
.65'
GPM cm
Np7234
.7'
GPM DIA.
Npo4
.IS'
GPM DIA
Ner=34
-@
GPM DIA.
Ilam4
AS'
GPM DIA.
N41i>d♦
9'
GPM DML
Naty4
1.0'
GPM DIA.
PAE55YR
KWCM2'
M3IH M
US M3M M
US M3M M
US M.1M M I
40
47 191'
57 2Mr
13'
M
222'
91
230'
103
2AD'
116
25V
134
256'
152
217
3A
.80 1OA 593
3,73114 VA
433 15.6 66,1
SAO 1"168,8 !
50
SO 20S'
64 275'
74
225'
W
235'
10D
2AS
115
25S
130
265'
150
Z73'
165
2B0'
204
200'
60
55 216
69 227'
96
250'
110
25V
129
277
143
260'
164
253'
182
295'
224
316'
A.D
40122 64J
4.2515,3 673i
SAO WD M8
5.6521.1 74.8 E
81 24W
70
60 225'
75 23V
88
2S0'
1D3
253-
120
27S
136
=
155
295
177
302'
107
310'
243
336'
5.0
7913A 69.0
4.7217A 72.7
! 59 20.1 76,4
6.5623.E 002 i
60
64 235'
79 24a'
94
2W'
110
273'
12a
MY
146
296'
165
306'
109
314'
210
325'
250
384'
6.0
.17 IU 73.4
5,1413.577,3
6.122LI90.7
7.1925,9 6S.01
40
68 245'
63 25W
100
270'
117
293'
135
295'
15S
306'
175
315'
201
32W
223
735-
274
362'
10D
72 255'
87 266'
105
260'
123
293'
143
30S'
163
31V
1B3
32S
212
336'
235
345'
209
372'
7,0
-53 lea 7716
552 1919 81.5
BA7 23185.0
7,75 27.9 893 5
110
75 265'
92 276'
111
790'
129
3W'
150
313'
171
324'
195
33V
222
344'
247
356'
304
380'
6.0
.017,601.7
5A421.065.7
7A72S.589�
a,2524,7 93,1 5
PSI
R,nq 712"
GPM DIA
1 R" 768"
GPM DIA
Rwq 612'
GPM DIA
R.nq 851-
GPM DM
R,nq 695'
GPM DIA
R,nq 927'
GPM DIA
Rn19 NS- PR
KESS
E55VRE
GPM DI4 We-2• US' M31H• M.
LIS M3,• M
LS M31H Y
L;S Min+ M
LS
50
74 220'
68 211"
100 230'
115 240'
129 250'
150 255'
167 260' 35 466 tb.l 67.0
5.S6 20.0 69.0
6-16 22A l00
724 26A 7]0
0.10 2
60
81 235'
96 240'
110 245'
125 260'
141 270-
164 275'
183 2B0', 40 +.98 17.9 70.E
5.9E 21.4 7tA
6.80 24$ 13.6
7.74 27.9 771
8.66 3
70
68 245'
104 250'
718 260'
135 275'
152 290'
177 295'
198 3Dp'
BO
94 255'
111 265'
127 275'
145 2B5'
163 300'
189 305'
5,0 5.57 20.0 75.4
211 315'
5.6E 24.0 76.7
7.60 27.4 79.7
965 31 7 84 a
968 '
90
99 265'
117 275'
134 2B5'
154 295'
173 310'
201 315'
224 325' 6.0 6.10 21.9 79.7
730 262 82.7
8.33 300 as
946 34.1 85.7
106 ;
100
105 270'
124 280'
142 295'
162 3D5'
182 320'
212 325'
236 335, 7.0 669 23.1 a2.0
768 283 8$ 0
9.00 323 90 0
102 35.1193 0
115 4
110
110 275'
130 29D'
149 305'
170 315'
191 325'
222 335'
248 345' 6.0 7.04 253 8A 9 16
43 3o 3 89 3 1962.
3415 94.3
110 394 97.3
123 a
PSI
No".
.7-
GPM DIA-
Nettl+
8'
GPM OM.
NO11M
9'
GPM DIA
NOUM
1 R'
GPM DIA,
NtuiN
1.1-
GPM DIA
NOVLM
1.?"
GPY DIA.
NORM DIAMETER
1 T PRESSURE
GPM DIA-
11.8mm
203mm
22.9mm
25amm
275
�- Mi1N• M'
L5 MirN M
L75 Mi1M M
L75 Mi1H Y
US M
Kglcm2'
50
100 250'
130 27D'
165 290'
205 310
255 330'
3DO 345'
350 360' 3.5
6,39 230 76.0
629 29A 82.0
r0,5 37A W.0
13009 95,0
15.9 S�
-
110 265'
143 285'
192 305'
225 325'
275 345'
330 365'
385 380- 40
.�
6 63 246 NO
8,8E 31.9 55.6
11.2 90.4 91.6
13 9 50.1 97.E
16.9 6'
70
120 280'
155 300'
127 320,
245 34W
295 3W
355 3BO'
415 395'
Bp
129 2W
165 31D'
21D »'
260 355'
315 375'
380 395'
445 410' 5.0
7.63 27.5 BSA9.91
35.7 41.4
126 452 98.E
15.E 56.0 105
18.9 M
90
135 3w
175 320'
223 345'
275 30'
395 39D'
405 410'
475 425' - 6,0
a.36 3p.1 89.7
t0,9 39,1 96.7
13.8 44.5 104
Ito 61-3 111)
20A 1.
7-'-. 1p0
143 310'
195 330'
235 35S'
290 375'
355 A00'
425 420'
500 440' 7,D
4.03 32.5 95.D-
11.7 42.2 101
140 53.5 108
lad 65.3 114
22.4 8<
.
- 110
150 32D'
195 340-
247 365'
305 385'
370 A10'
445 430'
525 ISO- 00
466 348 99.3
12.5 AS.1 IDS
15.9 572 112
19,7 713.8 118
240 &
120
157 330'
204 354'
253 375'
320 395'
3m 42(r
465 440'
545 41' 9.0
10.2 36.9 104 ,
133 ATO 110
16-6 60,6 117
20.9 75.1 123
25.4 9
PSI
R,nq
GPM�DIA
R,-
GPM97DIA
R-19
GPM �DiA
A.nq
GPM DIA
Rntq
GPM �OIA
R+q
GPMMDIA.
Rmq DIAMETER
GPM 41' PRESSURE
D IA R91SU
21.8mm
L5- MifH• M•
24.6mm
L75 Mi+H Y
274mm
US 01M M
302-321
VS Yi41 M
L•5 M
50
1DD 245-
13D 265'
165 205'
2D5 36O'
255 320'
300 335'
350 350'. 3.5
6-41 23-1 750
6.32 30.0 67.0
I t05 379 670
I3.0 466 910
t59 Si
60
110 260,
143 2BO'
182 3DO'
225 315'
275 335'
330 .35W
38.5 365, 40
6 a5 2A 7 76.0
8.69 32A - 0
11 3 a0.5 90.0
13 9 100 1511
11116,
70
121) 270-
155 -290'
197 310-
245 330'
295 350'
355 365'
41S 360'
50
7.68 276 B24
9.94 352
12.a aq 954
166.0 101
t9.9 &
BO
128 2W
165 300,
210 320'
260 340'
315 360'
3B0 3BO'
445 395•
60
a-39 302 a6.7
933
W.9 39.2 9]3
7
u.e A97 +Op
.5.50
Ira 61.] 106
2oa I.
90
135 290'
175 310,
223 3"'
275 350'
335 370'
405 390'
A75 A05-
100
143 300'
165 320,
235 340'
290 360'
355 380'
425 ADO'
500 415' 7 0
906 32-6 91.5
n a 42.4 WO
14.9 53,E 10A
15 4 M 2 110
22.5 Bf
110
15D 310,
195 330'
247 350'
305 370'
370 390'
AAS 410,
525 425' BO
969 -4.9 9SA
12.6 A53-101
15.4 573 1.
19.7 70,a n4
2q0 eE
120
157- 315'
204 335'
258 360'
320 380-
395 40V
465 420'
545 435- 90
103 370 97
433 48.0 103
169 60.6 113
209 75.1 119
15.5 9
PSI
Nou4
1 05'
NOuI!
t r
Noz7I4
1 2-
?40 1N NCur
1 ]- 1 a'
NO32N
1 5-
NpttN
1 Z
GPM DIA
Hp7tN
1 TS-
GPM DIA
NOtt14
t 9- _
DIAMETER
PRESSURE
76.7mm
27,9mm
3D,5mm
33.Omm
35.6mm
3&1-
M
1$ Mifli M
LJS M3lH M
L7S M31H M
lj$ M3rH M
EJ6 M31H
GPM DIA
GPM DIA
GPM DIA
GPM DIA GPM DIA
GPM DIA
GRM DIA
Kgltm2'Lis
Mi1H
E
-
60
250 345-
285 355' 1 330 375'
385 390' AA5 410,
1515 430-
585 445'
695 470'
825 495' C.
a 0
IS 555.7 111,
1,,.0,11 1
20.3 11-1 11
111111 111
11,1 1113
22-2 116 t1
7D
270 360'
310 360' 355 395'
415 410' j 480 43D'
555 450'
630 A65'
755 495'
890 515' _
s,
60
290 375'
330 395' 250 410-
4A5 430- 515 ASO'
590 A70'
! 675 485'
805 515'
950 535' 1
5,0
17.3621111
12971.5117
22.7 31.7 121
25.7 96.0 3 26
30.7 Ill 132
3601301:
-=
90
310 390'
350 410' l 405 425'
+I+
475 445' 1545 465'
625 465'
j 715 505'
855 535'
1005 555' 1',
60
T9068.2115
21.E 793$21
24rt W5 126
29.2105132
337121130
39.4 142 14
loo
325 400'
37D 420' 1425 440-
SOD 460- 1575 4B0' I
fi60 500'
755 520'
90D 55D'
Io60 575-
70
20.5 73.7172
23.5546129
26.996,717a
31.5 11A 140
35.3 131 146
47.6 153 1!
-
110
340 410'
39D a30- 445 ASO'
525 470- 1605 A,
1725
695 Sty'
790 535'
945 565'
1110 590- C
d 0
2 v.9 76. B 126
251 fl0.4 t32
26.7 103 1
33! 123 144
38 9 140 152
45 5 164 t
-
120
355 42p-
4O5 440 AM'
545 480' 630 505'
530'
825 550'
965 5B0'
1160 605'
130
370 A25'
1465
A25 u5' I A85 465'
565 aB5" 655 515'
755 54D'
860 Sfi0'
1025 590'
1210 fi20' I
90
232 Eq.61
26.E g591]6
]0.4 110147
35.B 12414841.2
I46 t57 +83
t7a tE
""
_
"rye'+ t :..
"- •- �• -_ :L.
201) Fr
FUNG
NOZZLES - IL Uh1iVgI2
`Fi1N{a.NQaLES
='MEI'HIC
UNITS
R,nq
1. R,
t R�n9 1 R,n9 I .' R,n9
1 R�nq
1 = R..9 I
7- Re19
NOZZLE
29
32.Bmm
37.1mm
I 396m+a
422mm
AA 2
,129 aa1W11
it 46 atlual1 11 j6' 4CtWn 1I
I
I
II 74"4irW11
1167"acrWli I193'-AC1W11
I
PRESSURE
E
PSI
GPM DIA
GPM DIA GPM DIA GI•M DIA
I
GPM DIA
GPM DIA GPM
DIA
Sr
L•5' M 14' M'
31
L75 M H M
3,
LS M N M
LS M 3,H M
LS M-
50
230 32S
300 355 I 350 370 I a10 390
470 A05' 535 420' 640 435' s
]S
u S 52-3 99 18.9 68./ 108 22.2 BOA 13 25.8 92.7 119 30.1 11
-
60
256 340
I 330 37D' 785 390. I 445 410'
515 425' 585 440- 695
I
A55'
a0
+5.5 559 103 262 77.a n6 2].B 65.5 I17 27.5 991 +23 32.2 T-
i
'A1
.��
70
80
270 355
290 370'
I 1
355 385 j A15 40$' f 480 425'
760 AW. 445 420' 515 440-
555 440' 630 455' I 755 A75
I 590 A55' 675 470' 805 490'
5q
17a 62.5 104 226 6T4 n6 266 956 174 308 „06 131 360 �
90
310 380
I 405 415' 475 535' 545 455'
!I 625 470' 715 485' I 855
h
�
51)5, 1-
60
190 66.5 115 74a 69.1 In 29.1 +05 +31 ill 171 137 39. t,
100
325 390
i 425 425 i 5DO 44S 575 465'
I 660 480' 755 500' SIM 570, _-
70
20.5 7a0 119 76.7 963 130 314 113 Q6 764 13t 142 ,26 +'
'
110
I
340 400
1 a45 435 I 525 A55 I 505 275'
0
I 595 490' 79p 510 945 535'
'
e0
7:.0 791 173 2B6 IO] 134 1336 121 1a0 390 Ian Ian a55 n
120
355 410-
465 say' 545 465 630 485'
725 $00 825 52D' 985
5a5'
�'
I
,31 127 303 109 137 1356 1:6 143 n 1114 `4- se]
'
130 1
370 115'
185 150 %5 470 655 490-
:55 505" 1 860 525' 1025 550
90
839
--
2I' �M&W Of MrOW s-800&hi 8Wf7WM" 6X C7s 2N' liaji �5G'�es6"IDi i1Ts f7ajaDEpElr u+916•

3
AW
IT
75
so
0
0
BERKELEY PUMPS.
RATING,CURVES' TYPE "B
LBERKELEY
MOTOR DRIVE
CURVE 4075
DATE 1-2416
PAGE 1.02
SUPEUMES
All previously issued
4075 Curves
c.f: N""M C.L P.&OW 1_01018 Mmk*&L0I018 Nominal R.I.M. 3600
wo.o.. mftdw C-L pLp, sO7367 . ancoOWS07367 w&A Full B on Fresh Water a 801 F.
Maximum Working Presscire: 150 PSI
ESE
SEE
0
NO
900C®RAr
IV zu 30 41) 3u ou IV vu vu IUU 1JEU IZU
CAP&=" N U.S. GALLONS PER MINUTE
T-3207 sw— C-5035 0— 3-1-72 D- 7-3043 mcnaS 1/12TPL
cme. maww C-L ftapwL LOICIS ma.Lw. 1.01018
Nominal LvjL 35M
k-p~t um C.I. ram N. M072 98 (7/8U)udL See below m& 6-9/16"
Based on Fat Water 0 87 F.
S32401 f 11 U1
Maximum Working Pressure: 150 PS
... ....
...........
...
30
.......
.......
.....
. . IMF
-LER-4MA ,A­
NO,-
.. .......
.. .... ...
........ ..
.........
- ---------- ..........
..... .. ........
.........
.
..A
225
.. . .
........
10
.
60% ..
70%
......... .
4 .............
.....
S3423
6-191160 (10 -Hp) I ! f�S%\
�:'w:
.:
--'
zuur--
77:49,x
Err 4- F P%
. . .....
77)t7�
74%f
z
A HPf
70%1
.........
.... ....
. ......
77f--
HO)
t
J
.. ........ .........
J
10 J.
A lo0r-- --�
T
- :.F:
4
.... . .... ..
t ...
. ... ....
qp'
............
50
. . .. ....... .
.
25f . ...... ........... ...........
— -----------
0[ -- --------------
0 50 100
ISO 200250
CAPACITY IN U.S. GALLONS PER MINUTE
,-8886 T-3957. -1. -2
C_8888 O.,w 12-7-83
7-30-85 MODEL I I/oT P M
11

K >54
Water Hammer Op
Size
A V Q
Q
Water Hammer
s Q.ft. ft./sec. C.F.S.
S1- 0 0'- 1 sec
2"
0.0262 5 0.I31
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 V L/T
P = 0.070 5(1.000)/1
P = 350 psi above static
pressure
Water Hammer vs. Velocity
Size _ _A �q ft V -ft/sec- O cfs �90m Water Hammer
6" 0.2039 1
0.2039
91
70
2
0.4078
183
140
3
0.6117
274
210
4
0.8156
365
280
5
1.0195
457
350
6
1.2234
548
420
7
1.4273
639
490
8
1.6312
73I
560
9
1.8351
822
630
10
2.0390
913
700

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 list 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) = 4.157sec. (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

12-f
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)
Dz
Where V = velocity in feet per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches'.
Pipe thickness or class should be selected to handle the highest pressures likely to be encountered.
Because of the variable pressure operation of the corner system, the mainline pipe should be designed
to operate at a pressure of 30-40 PSI greater than the selected pivot pressure. The selection of flat
pump curses 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 Q1.85
F= CJ
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

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 fall rate (GPM) for most PVC, AC and ductile iron pipe lines.
Nominal
Maximum
Diameter-
Fill Rate -
Inches
m)
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% a its volume capacity.

INSTALLATION
Table 4. DESCRIrTIOlr OF RMREDM"T 161ATERIAL CLASSIFICATIONS
abiamond 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 far PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
11
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.
APPRO\I%IATE GLIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTHESIS..
CLASS of E%IBEDMENT
1
11
IR
IV
.slanuumxvd
MATERIAL DESCRIPTION
GranuLV
SarldaralGMvel
51u0d-Cr40
FiWGraul
112¢rats
S.I1Is - Chin
SWIS
Saals
Opum.lm =.qulr c.ln t n V
9.1+_
4.1N
s10
I.mn "r of dry rc.ghl
SOLI Con,iAXUllpn Slnhad
4 of Prnewr Im Relau.rl Dcnls.ty Ran"
Compyc M'parern P,,
95.1(10
95-100
9$-l110
91►It1U
,KIW1mn
475-1M
M. 410)
Dcnsdy by po bk
9645
W-95
80-95
75-90
,.b1mun
IfIN751
I(tl MI
coftwi.d.,W by suuquon
WL95
R495
ttat}751
th680)
Hand ptice
ti0•lifl
t1U-d»
HMd Lvnp
H7•Il0
64W1
N05
(5[if101
Dump
f.f1-I10
folio
IS&M
W-75
Rrlau,c dcmnv .s .wvcd 1n parcnthcws.
SOIL
SOIL
OESCRItT10\ (IF
PLAN%
rVrE
MATERIAL CLAWIFICATION
CL.. I S.rh•
Mawf.Llred Jnaulr. party mren.L Ila M 1 Ir d h. 16 a all
rl.dni . —.h hair.+ rrF .-a ..gror.a.ce .a.11 a ea..hrd rrrrr •r n.i- I
raaL e.orraa .1y, warn s e.r.had .Mho
CI_ 41 Sale•
CM
IWe11 Laded p+`'e1• aM Lon<I .and mr..vn, Intk a n. Imo .r more .
cane hrlrw --a w Iw J s.e•e. M.rr Nr. YSS rnamN .+. Nis 210 s.
l"]ean.
(11P
Pa..ly Ir,dw pneh aw van" sa o mnlrm. I.lk r+ n. Gar. 4r•i i+ m.+.
eaY.[ fraekna --d rna+w 1 .M Nis :Ia.
Cleave.
SW
well pw}M .ana. a..l Lra.rllr .a.dr folk s r Iron hlrrr man 4ri .J
r.Kr.rl pray. N. d —1 kL— Maw 954 ­4.a N.. yn .,r.r l7ran
SP
P—ly paled . ft ,d Lrneor -.di, $.rk K rr 1— 14., any. e1.R .a ..
Ira.o. Peru rla a sieve N..ee Nat ys4 W.".,. 4., _,M­ Ck.a.
CI... HI S..d,•
CJA
S.l.y pncl+. pram arJ wr m 51YL .w more ... .,.M,<ha. sir. •r[amr
rl.. d sr,e, IA w .-I v..S rr..ma1 eon N.. ,1cr ,.-•e
(r
Clayey parch. gr d -anl . 4,
.n M.-4 .are, Mwr ahr V.4
SM
S.ky .rids, ca.d...k mnlwn ll.«e *haw Vrq ,r .••ray I"I'm paa.�. r,.. J
M.rr Nan k14
K
Clay<y s..d.. ...aJ .I.. *.Novo,* aMr cloy. i.rti .J ,,,+r.r 1.•..wm .v,.. a h'..
..ire- Ise .Fan NYC .n..W nw !L. �lll ..rr<
Cl— IV S.. 6
a11.
xre a Ira,. so4 ar rase ra•.ra 1:. ;.ri a.rvr
CL
tom ;— rl.y. d 1 • ti m J..m rdnta.r • Fr $h . La.a- .oJa .1..., ..Y• .
Im clay. L.wW Im Sri .r k.. 414 .x .n+c {•..... �.. :Imo.:..
MH
I—,-.r "In, mr'►e.x.a.x diakxnw.vxr. finr aa.•l..x oily.. rin....w. 1 y.
1w1 +rein th- SIS Sr; ,r .ore puaca K- M, aw.c
Cli
1—,q 0.n I hreh r ,,c. u,, li alaya L..n.d Imo: L.aw n 1h— rr; 41.
Cl­ V S.I.
rL [Aaanr ulu a.d mLan. .dn .1.1a ..[ Y.. ..t.4. +a l.nu.1 I+ns 4r: •, k+.
91%:01
IN fhaa.r Clay. M .rr .h— L...La rda -, I.WJ l.na Va Na. 4.q Lq
nwr.e p..— N..:lal sway
P7 Per, m.a6 a.d wKr erFnly ..Luarc rnl.
$..k rr n .k-f—d . ACTM t121a7, rrrep 1�+ Cl­I mare.ul .t h n J.•fin..1 .n A%rM 11: I: l
­d­
• • M.oi ASTM 1) 2+i7, Ms IA— 5K I...
••• to .acarda .4% ASTM D 21117- ..rk -+h ! . .. 1:4 r.a me N.. 'M *war I,II
rla.utwaw.n mr la ..err rhar.rtm..re .1 Clna 41 Ill— .4CU.. III '
The haunching area is most important to the support
PVC pipe. For good support, the haunching area should 1
compacted to the densities given in the Long Ter
Deflection Chart.
Figure 2.
4
cdsl■
t rrl.:a .da+
IM-CL M yi-----i , .,
�btuc
tanr.ts
i
T
M ap•.t
•'Acid... dr
w r ra..e.1
Tht, uhk wows a1 an ar.prnr.maw guide drl in.ng avenge PrMot 6cfulocf acu..ar11 th—P., X.vs
.d mnlwa N ,o.1 conwhdatlon .n ddfeirm classes of "I. the uhk 1s lnttndad Ia prpvmk IuKI,=C OW 1s
nisi reerwnm rWJcd to de,.rn u,r. A: tua! dr,.lfn **Nuys shewld lr 1kre4�ped br dye enitctu.er few sf.'r1fl:
wr1, al MVC.IK rH Mufc lOnlrnl,

THRUSTBLOCKS3
12-91
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
900
Elbow
450
Elbow
221h °
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
511175
2-15

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
L 'o\Qao
o��tis
2-16

Anchorage block's for in -line valves

Animal Waste Nlanagemenr ,)ysrems
Rm=C the date,
location @M ornoun at . dwgaq loalfbn
start Olam rt ar>9>led for sadn after sect► erer7i
rppYcation event
Evaluate lagoon or
9-a" P-W Neel
Masi M the g9*0 C Obtain a wake arnalyaa
a wage es am tines wattan Go days at epphwbn
(Freeboard plea 25-year.
244vw storm)
I" is the W9oan Al Waft 7 tlme Per yew, Id
Qepth more dean u+e No� or rat? a�
P trefd»nsti u46r900111 is apply nOrteat
vohene? &Toted vRMM nnotr.
Yes I No
hlaa ttr tarp.t �
1e the C-P scow"
o,,,,, q or wrum 30 tVe Do Not Irrigate t—vesbeen
eys of beano plaided 9 appw 7
Yes
is"wow
rtl
sahireated orb erm 7
is f r__ 1)
Fig. s-1. Nutrient management and irrigation scheduling decision -making flowchart.
Basic Soil -Water Relationships
Before attempting to measure or estimate soil -water content, you should
understand some basic soil -water relationships. Important terms you should be
SA•3
Norrh Coroners Stale Univt —:Y

Chapter 5: Proper Application of Liquid Animal Waste -Type A
Table 54. Use of the checkbook method for irrigation scheduling
ei 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
incites % of
inches
incites % 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
end of day after run
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
0.48
5-07
0.92 66
0-16 - - -
076
54
0.64
OR to irrigate
5-09
0.76' 54
0.16 - 0.64 -
1.24
89
0.16
Irrigated 0.64 inches
5-09
124 89
0.16 - -
1.08
77
0.32
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 - - -
1.08
77
032
5-13
1.08 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.I6
Irrigated storage at
scan of day (0.48 in)
5-15
1.24 89
0.16 - - -
1-08
77
0.32
5-16
1.08 77
0.16 0.22 - -
I.14
81
0.26
5-17
1.14 81
0.16 -
0.98
70
0.42
5.18
0.98 70
0.16 - -
0.82
59
058
Would like to irrigate
5.19
0.92 58
0.16 - 050 -
1.16
83
024
Irrigated 05 inch
5-20
1.16 83
0.16 0.63 - 0.23
1.40
100
0.00
Run exceeded storage
so had 0.23 inches of
drainage or seepage
5.21
I.40 100
0.16 - - -
1.24
89
0.16
5-22
1.24 89
0.16 - -
1.08
77
0.32
5.23
1.08 77
0.16 - - -
0.92
66
0.49
5-24
0.92 66
0.16 048 - -
0.34
60
0.56
Lagoon marker
indicates need to
itsigate
5.25
0.94 60
0.I6 - 056 -
1.24
89
0.16
Imgated 0.56 inches
5-26
124 89
0.16
I.08
77
032
5-27
1.08 77
0.16 - -
0.92
66
0.49
5-28
0.92 66
0.16 132 - 0.69
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
032
5-31
1.08 77
0.16
0.92
66
0.48
Lagoon marker
indicates need to
irriSE!
_
Based on a maximum plant available water content of the example soil of 1.4 inches
= Soil storage at end of day is amount of plant available water depleted. It is computed as:
Soil Storave (end ofdav) - PAW/mart ofdavl + PET- rainfall - irrigation + drainage
3A-10 North Carolina cooperative Extension Service

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
coning 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:
Shut down 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. Tlie '
pump and motor should be drained and greased

UU11GATION SYSTEM CAL1 BRATION DATA SHEET FOR STATIONARY SPRUqEIJER
Date Farm Tract NO."
% Effective sprinkler area: Lateral spacing ft by spacing along lateral ft = ftz
Sprinkier: Make Model Nozzle Dia. Discharge GMT
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/4) = ft
C. rrumaer or coueMOn containers
d. Start of Irrigation event
e. End of Irrigation event
f. -Duration (e-d) hours
g. Operate the system and collect data
wrd nr.ema
wre A--d —
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
Z9
30
31
32
°o
'a
'0
20
I
100
O
0
20
fo
'o
'o
'o
a
o
0
3
7
11
is
in
23
!T
31
O
O
O
O
O
O
O
O
4
6
12
1e
20
24
2e
32
0
0
0
0
0
0
0
0

1
0
5
0
9
0
13
0
1 T
0
21
0
25
0
29
-0
Pb
2
0
B
0
10
0
14
0
18
0
22
0
26
0
30
0
3
0
7
0
11
0
1fi
0
19
0
23
0
27
0
31
0
4
0
6
0
12
0
iB
0
20
0
24
0
29
0
32
0
h. sum of all etches inches
i. average application depth (h/c) inches
r)
precipitation rate =---------- = inches/hr
k. sum of all deviations from the average catch
1. average deviation from average application depth
m. Uniformity coefficient
U. =
(i)
Interpret the calibration results.
► rr
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.

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Kenny Inman
I & I Farms
Bladen
Wean -Feed
12800
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.):
12800 animals X 222.65 gal/animal/year =
2,849,920 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
12800 animals X 0.48 Ibslanimallyear
6,144.00 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
T e
Crop
Code
Yield
IAc
Ibs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
IAc
Ibs N
Required
Time to
Apply
9697
3
FoA
C
6.0
50.00
0.9
300.0
270.00
Mar -Oct
9697
2
FoA
C
6.0
50.00
4.5
300.0
1350.00
Mar -Oct
9697
5
FoA
C
6.0
50.00
2.2
300.0
660.00
Mar -Oct
9697
6
FoA
C
6.0
50.00
2.8
300.0
825.00
Mar -Oct
9697
4
FoA
C
6.0
50.00
3.6
300.0
1080.00
Mar -Oct
278
1
GbA
C
6.5
50.00
6.3
325.0
2047,50
Mar -Oct
9697
-r3
FoA
L
50.00
0.9
50.00
45.00
S April
9697
-2
FoA
L
50.00
4.5
50.00
225.00
S April
9697
-5
FoA
L
50.00
2.2
50.00
110.00
s April
9697
-6
FoA
L
50.00
2.8
50.00
137.50
S-April
9697
--4
FoA
L
50.00
3.6
150.00
180.00
S-April
278
-1
GbA
L
50.00
6.3
i 50.00
315.00
S-April
Total 20.3
Available N
*Difference
7245.00
6233 6144.00
-1101.00
-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
Page: 3

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 fail.
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 ro
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Com - 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 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs link
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
100 lbs N / acre
133 lbs N / acre
2.5lbs N/cwt
2.4 lbs N / bushel
4.0 lbs 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.
Page: 4

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.
If you remove the sludge every 5 years, you will have approximately 4608.00
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 15.36 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 36.86 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
Crop
Application Rate
in/hr
9697
3
—Type
Fo
C,L
0.50
9697
2
Fo
C,L
0.50
9697
5
Fo
C,L
0.50
9697
6
Fo
C,L
0.50
9697
4
Fo
C,L
0.50
278
1
GbA
C,L
0.50
Application Amount
* inches
0.95
0.95
0.95
0.95
0.95
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
Page: 5

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 responsiability 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.
Additional Comments:
Overseeding with small grain is not necessary for nitrogen utilization but may be necessary
in some years for winter lagoon maintenance. Grower may overseed all or none of the acres
listed but it is recommended that a minimum of 10 acres is overseeded.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
Owner/Manager Agreement:
llwe 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.
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.
Kennr, Err�n+qu
A*ivA4-* 4ZNmgN
Name of Facility Owner: /YJLeNp E rN,r, �,
Signature: 6 4 7
C- , —, Date /l
Name of Manager (if different from owner): D o N NON fh AN
P se Print
Signature: _ _� 5-6 -97
Date
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
[phone]
Date
Page: 7

i. i' 'rw:*, • yid / �
r , r
t. � fi r c r, - r �+',� . �';� 11. P•t � .� ~' V � � �� �}t' l k'• !" .,•;� :',i� I
•,,,., •` ! �f•'ri- ��, � �yC:' 4�i, • •Lhi j`1�s.r� � �` 1..,, n� a`:.1 ..-:
;,t.'-ir:".•r`.':,`••r;'.. '��M�;•�� : r,�:,l �f �f �� �;►S3 1��[• �.+'��ti:ir =',:7� '?4.ii•a
. 1 ••` ^'� 'r.,`. Ifs' .�! �•�T, • C .+, •, � �? � .�,
j1 r�► 1
� ��' "'.5 y r� �is >. `•j fd+�' �r• q ,�F" A • �� r• �fyy�� •,yi:•,,tif�' �t 3 4,•r"i
>, 11 .!7'4!':• _�� . �'�`.7'' #� tti �4111��,: i_'I'}y_`'�1i►�1y•,�}'.y'.'• .:1' .I',.
�I' :-��f• � �` • k+:'i �,4�.�i `r .�w^`�' ••� � �,jl`q' ��,".tK,�' j:'.4'�{i:. ...^ .l'• ?i!i '
�if' h, i �l�' Z� r .IS�;•�� � IN
wk
14
:!/`J +,;r rSY I r ' iy .•:11\ hL rti ��,:.'y tly' • 1' }
f<'M/�' 4•,`'i' � !'/;"�k11ri ��rf��ii2it r�I-'.�•�ti r �ba 1y7��:.��•+:�':ij.
,I. r � '•''i ,.r,',j, {•. 1i;i<:Yq .. ��� 4 '. „J'�ei` .�, h•. �.. ,Iti •,'.a}•:1�,'i�'' `h '��i 1
1 �'. ' ` �•' s �� �.; � �; tea, f '� r, ti' ,.! :�r .1•: . .
'�.sy/`. • +1.r+i `1�'' N ' C! P.�•:':: •"�'i r} 15 _ r '.ij + �'k'1 , `y r.
. '. ,,{.` I i t«','Ir�: a''+�� t y �•i= i 1• •yatl''' ! r1' �••r�',•f1 4' Ir
h.
'' Irf •� � .,�ii ..r •,r ',.'. .; +� ,', tip' '
}}))) �I%.� i� .�"yl •tiYl �': )�;1?•YJ �f, a"• :F' ''�is•i•;ti::,,;.'. s', �,��• � - ,i kiwi!
IaE�1y \`r ,� fr{{ r i"' '' �:>. k• 1i7 ••''"��53:'�:�. �"'� f r v + r
': � ,�' ''!'!, .'_/fl �J ��'• '• . _ ', ,:� 1 �,YAF � •711I.; �•�: iri 1,��{�C�p,1 }l `�/37• 7t ! +� f' ''jtr'� �.• .
mow•}`j r,`�s "• `L L''~ f 1• ��+{ 1•A .y �� r,: �'r<.3�� i.�S�tS s y•? .ti y�;'�a, ,��C �'C �+i.:.. '
:�l •� r'��f.r+`! �.•�. e•,. .{•... '9~�. •1 <fr� '�.Yi-.,�]: rYn�•�jx:��.. 1' .1`•4• !ff'v ,' r ''rl t►
'i. � is .. {1 i �• ri .W r � ��,�•• +{OS ••'''
s Z%r� �"�3►�`%, �d r'� r �trt,' Tf ,y/ ", s l}'•.,�•' t .f `ti.. �1 •rf 1 �1 �#'►
. If' ;sr �� y.�t /. .:.w•�y.'1. [ 4�1�{ref �j��'+4••+a aT ! �, � obi, y r i{, t M ' , .
1i � • ,i,' 41 A{f14a!; T � � r�I J•,yn ,a s ,;T' :'„�,, !• '^�+'•`}
— � � •.�. ✓.at'- � c r t, �,': 'f'4'.•.rT't!i �n � �l�•� t � .?� �� � ''`^r,� !' •�.7
t� � ti�V 1 ° !E� r � w, � �� ,�/7p�( I �� Sy,�- 1`'S• r , r{ �• �.+q's, f}:�
�;}+�Ki`,r a` -1. � rr y3r LC',K• r. • i�sti,Lt t.'C ,I;Y I} y,' 77 �1 - +".w .u'1
i'. ,t,.1. 1'I...ti �:�' ��� � t r pf �+z ., ue�1�r't�i�N t r ,_ Ir�.r•';,;r.rL';• ,''•
�.Fr ,..r•'� ���� t y : � ���,.['tw ,� ; + i�, i��, '�+JS 1 tir 1 '. � y J.,`{,r •^,t:'• �;tT:.
�, �. 1: -t� 1 J 1''•A +, r yh� rF ix}ra °� '� !-�M1 y 7 1 1 I > , ri'• , j
�''' r` • j � r. •:ag'r;1. " • r.��r �� �Si)ri�, i�',�'k��'�; �',�,i M^`�d }.`s� �,• ' � e` 3, � '' `r •' ` �' �a� ` , 'f` ,' ��y .
� r..1"� � f ` .I��y't "t✓ Y tal�i� t J'� +'si;Jii7''i}l,� ,1�) �4'C�if'!.�.r��,f'pr';: t 'ill _li rsti.VQ'�s' i •� : .S•:
** 1 t ii°s.� i i?' e,. tl }, •>_� , ^,1� f ly _3�..{ I I.! / ^ •�• ti v:
T/+ �'�• L +�>�. �� ,y ?�4a i1! :. +Ii't}r�1.,771'"•r1 �r. 1�[+�� `:Ilt�lj 11i 111`tN � a. �f13�, If "�j #',! " �v�'. �•'•
` -4 T 1.. ,�•{}��tl yes } 1Y�i ., • •
,�y� •r y .k.•'• =cl' }•;� J 7 i f i. r i tiS•• u� tr•
i t�'+Y :''.1a� „ '•l}'��1,.,�� 1f'1�• y`��:'I'f�Y`�,��yl-, �i�l 1 t f I���ri,.�Fr Me�!it,{• g�i'Th, 'i ,s, •__ � ,
3:1'Q,�°� �5� t•�'''�"!�•I�!.�yflj 'r<"SM..+,�5�; "41�'��''rt��=•.{- '•tip r,+ "CAgti+, r •r i ;��'! r�r7.". �, 4•.�.;....�• '•.:r•, •.;.�
,��-�P': 7y. , + 1 1, r �`�i • �D.,yi:. � � !! S,. "�'1 x,.. ,1 i+ � 1} �: s,

74
:.IIY T �• r i'''�yrst: tiry= � � .s"�.k' i:; �•,L: r � [r r� eau �L,�•_r��,•��-� ��,,.'�..
}f31L -s- •-
c
..� .. 1 #".h� 4..rc 1 MCA •c � h ,}
F + ,T��=ref. � � �t •6�5.�% h:: � ; � sA'. � K:t„•_-�:i_1�- s t 't � t
ai rs� ft _'.0 �:�� re,�+'�{� &"ti '° -t� r ti .� ♦
�Y Y rt "!�' {fir•' t .r�.+";t �- t x: .x rL t i" . :. �: �' �� V �" ✓� r :-
�
�5a '..Ts "3"r�'S�}�i�,a4 ! T,u �r �- z �.- L..�i;ti:�f ��1'r••afr�^.�� - � �t s �n�� n�.. r �r +�-�. n y.�,'��.3Fi4,.,.
"S''C"S`..t+aka. �Swy.� a��.-F�r..��s'...r r. �.. f. r-.r y ,y "$�-i .r�w r i s✓%.
ZA
SA
s ��� ..i-.*'�fi ���'`X,d.� r -5 r� �t-�' ��;r tL. .•[ ,�_ r .-i 4.- r S.. e✓3 3�r .,,4r. •tom ?ram � - tr.
..L. - ,.ti„ y � y,^-� -r -y <-��y 1c� � �� n t .. r- - -..x�. �s -•� es _'y,� T � _ �'-s
a s_ v+�' � Arw�.+' < r. 3y 3.a��.+s ' ^"'� �'25., ,,?r~�-.:*,err _ � � ~�jw.�� a r > � � r �' °►'fin} � � - r C r-,����•f � � ;.
����`'•ti � � �•� ': _� 1`�`t.'K� �e�' �� � rt� tix �' � � ` u �► [ t��� � �' h .a sr 7�►.
'$ �..,-� � :,•!.r � '��� � a ♦.'jar .>-. 9 •l a' .a'. -y ,: _ -+ ':;x�+
w :- :q � ,,, •]c,;.� � `', � a"�'�y"' y'V t �_ �„ ,� ' ."L ii � � - it � ° 4 4 < ilF t:.:'��-'.
_ r• _
:,� - y .r r�•
x[y �+.,r��yC. e. � • iIs_ . za -t � x V r -r- 7�,� a, 2„�.s::
-y�'• 2=e� �,�r�.�• �Yc- .r'��[ - s. ZAN
r � .ayi►ar.'�'r r "�,x : � �• k tir:T
r4 .y .. . 0 -�''�, J" ,Y ` •„5+1..-Yti�y-� � 4.� y_� YOB- .1�_
r. �. !,� � �.. � !" - i�' }. ✓".'. V.c s•f" '�^ r le, t t''" r-'f' � � � �i t 'r
r 'hj �,..",{rf r-ia.• _3' _ `:e yC� - at y 7 - ;rf
t - �X+� i, - F •r - �. ^t� � Y - t"-a r r'�?' - .s IF �t � � • �-
+�. Jf _.. � -"y I K. _ / 7 F = � i� e� far-;. 41`.•,i'fy
s, F.i �{r, rE -+ate .vim h. �.®r�;rt .E 7�,,, _ x. R t _ s� • f h rZ r- L4 �w -Y '_''' .s-at.rcc-�•''
..,��''i��=
i�x �Zi + "-it / ,r tiw,;, ?•r, t � t w s � s -+G°� i.,. ,. `-
ttt `t .rs`'y�•, �r y, � � fy�.�x% S •.: t,,,,.,, t: � i, i L y.,�>
�.r r J�I }i�r =.? � .t-- -^ rar',Y• srj � - ylr�-'J�l.s"5:...�
�,�` •ark a 'S' ��. �. N•�,.` v+•, __ � r ac ;l, ni. i
a �+�#+�, h,� - T�,f"�� s �y _ '� t '="�:r �� __ � i �'•, z ; �f �• 4: .�... �,'�X, ,,y3' '-y
r 1'!-� v'f� p'-..,, .r • ��-v a,.:. r K�•'f'.�" <� `"� A � 1,� R'• �• s '.y�r •-c�,r".',k
t€'�e$ i �rrT'�'.�."r,4;'y��'�•�: '� � ';?T 4�'.y��•-�T � X1�`'�n;
!4. .S` r,. .l� ^'`. � 1, _..•I..-r ram."
,,• . fir,•, , '; � nP ri� 'i

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by rrmofI drift. manmade conveyances, direct application, or
direct discharge during operation or lad application. Any discharge of waste which reaches surface water is
probibited.
2. There must be documentation in the design folder that the producer either ovens or has a notarized agreement for use
of adequate land on which to propmiy 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 Lad for waste application. It is the respoumbiliry 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 utslize on, 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, 6mata conditions, and level of management, unless there are regulations diet
restrict the rate of application for other nutrients. Actual yields may be used ire Iieu of realistic yield tables at the
discxcdon 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 year pro--iLig gmss filter strips are installed where
runoff leaves the field. (Se-- FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disldng aver waste applications. Waste should not be applied when
there is danger of drift from the irrigation field
6. When animal waste is to be applied on ac= subject to flooding, it v ill be soil incorporated ore conventionally tilled
cropland When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occ= during a season prone to flooding. (See 'W ieathcr 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 damage from anunal traste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a hig$�potgdaI for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a sult0fr� 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 afL— October 1. 1995 shall comply with the following: ilte outer perimeter of
the Iand area onto winch waste is applied from a lagoon that is a componet of a swine farm shalk be at least 50 feet
from any residential property boundary and from any perennial strearn or river other than as irrigation ditch or
canal. Animal waste other thaw 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 fur waters that are not perennial provided
adequate vegetative filter strips are preheat (See Standard 393 - Filter Strip.)-

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONI MR ED)
12. Animal waste shall not be applied closer than I00 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those ox«sed by landowner.
14. Waste shall be applied in a manner not to reach other propery and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways or %vedands 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 on grassed watenvays 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 all disturbed areas (lagoon embankments,
berms, pipe nms, 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 structure, shout[ 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 "closure
plan" which will eliminate the possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be irts-perted on a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should be kept out site.
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 should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permaacnet markers shall be iastalIed to mart: the top and bottom elevations of the temporary stotaga
(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 mavmutn surrage voltune for waste storage ponds.
22. Soul tests shall be made every year, and a liquid waste analysis stall 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.

E RG �TCX AG iO PLAN
PEON 14'%M3FRS
DWQ to f6XVI
_ EN -= +-Cy .Lid i SYSTEM 9I I ' .
SiniCD qro CZ 034
Iv�CS 10 %ZOA,
--This pla-i w-2l be imple_Leraed in the evert ` =: wzrms frari your operation are I=364 '
ovc.uovhn or r�TM•uzing o : 5;`e. You s:,culd not wart =5 wastes re='b surf5k= Wate;s orl=ve
your proper-i to consider tzt you have a prabien;. You should make every cat -,to c=ae that
this does not happe . T'n?s plan an .s?•id" �+� be gam? n sr m ote IoczE= for PM _ at the
y C Tfle following zre some ac-"an items you s.,Could take.
I_ Stop the re?esse of wzs`es. Deper_cHng on die , , "or, this mzy or mzy not be pmeble:
SUZ�s`md resrarses to some pesFale problems are lived below. _
A. L-goor over=ow—poss:ole solusors are:
a Add soU to bezmn to incense devzdon or -dam
b. P=p w,.s�e to fields at an acceutable r-.1
C. Stop 4 flows to the tagooii �•��e^�c:y.
d_ can a pumpL-s co��or.
e. ?vL-kz sure no s-ul' watwis a te_ rglz�gaan.
S. A :na L om w msze znaIicaHoa & ?d-acdorz include:
a L=ediate?y stop appliczdam
b. Create a te., parary dive_3:on to cod taLn wzstm, ..•
c_ Lncorporte mote to r�:ce r= Z
d. Ev-Oua*_e and e?:,—.tee the re_-son(s) d= ca,:sed the runol
e. Evzl ut Lac z�pl-i�on rats for t+ae u�ds wipe; a rurtaii accurr .
C. L=�_-g= frna the war�- pipes and sprh-tders-ac ion include:
a- Stop mr--ycic
b. Stop iriSz-Eoa pu=:p. ... _ .
C. Close vzllves to ercin :te xzher
d+ R_; & z2 leaks prior to res�^�.g pumps.
' • _ • r •i

D. Leakage E-orn flush s}rt..sy houses, solid separators-actica include:
a. Stop recycle poop.
b. Stop irrigzzdon pump.
c_ M-_;Cn sure no siphon Occurs. -�
- d_ Scup as flows in ,e house, flus:z s-firms, or Saud sepazztors.
e. Rep,z r 0 leaks pr:ar to resrr-ding p .. s.
E. Lgc 'Li or n base cr s:, e•:rau aFIago on. Often &is is seepage as opposed to So,;4mg
Ieaks-pass:ole aeon: '
a_ Dig a sz aU well or ditch to Bch zU szzpag ; put in a sr, mersiDle pump, aad pt:�p
�,. back to Izgoon.
b. L holes are cmused by bu wing anim"T trap or move anirrizis and fill holes and
compact with a dap type soil.
C. Ravc a professional evalupte the condition of the side walls and lagoon bottom as soon
as poss:ole.
2- Assess the. e:de.= of the spill a_nd note any obvious daragcs. .
a: Did th.e w e'r z:Z any suract waters?
nately hoer r uca was released and for what du -won? b- A �proxr
c. AV dw-,=ge noted, sucia as emplcye; injury. Esh kills, or propercy darr.age?
d- Did the sz l leave the proper Ly?
e_ DO es the spill have the Po ten4alf to re. -_ch s-x-5'_ce Waters?
f Could a fit*=:.n re racve.- use the spin to rca surrace waters?
g. Az-- potable wzte; webs in finger (either on or OF, aFthe property)? .
h- How march reached we!es?
3. Contact appmpriat= agencies.
a_ During aorn1=1 busizn= hours, can your DWQ (Division of Water QuzUtY) regsoral off :
Phone TQ After hours, 5ency number. Your phone caII
shot:Id include: your nz.-. , fa-iy, telephone number. the detaxils of the incidit= fraat it=
2 above, the Io=on of the aclity, the Iocaion or &-ecdon of mavame t of the SA
weather and wind ccndidoas. The corre_ve me=sores thathave bc= the
S=:'Cus:,ess of the
b. L rill leaves prape:-zy or =t sz*-ice wzte+s, call ioczl �5 Prone ra ber91X_
c_ I==. ate M\rfS to con e: ion I_—Jtb De atzenr.-
d_ Core CES phone number q1'qA 2 local SWCD office phone amber
0 bL �� azd local N-RCS oEce for advirf technical assistance phone ==ber -
4- Ii Come of LL a above worst;, call 9I i cr the Sire -'firs Department and explzinyasrprablem io
then end ass t_hzt pe_,on to canL=ct the proper agencies foryou.
l

'
Nlot•tality Management l•.tethods
(check which incillod(s) arc bein-, implemented)
�;
❑
Burial three feet beneath the surface of the ground within 24 Tours after
knowledge of the death. The burial must be at least 300 feet from llny flowing
stream or public bod v of water.
'
I
Rendcrino at a rendcrbiu plant licensed under G.S. 106-163.7
I
i
❑
Complete iltcincration
O
In (lie case of dead poultry only, placing in a dispogal pit of a size and design
approved by the Dcpartmcut of Agriculture
Ci
Any method which in the professional opinion of the State Veterinarian would '
nlakc possible tile salvage or p:lrl of a dead anisnal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached) ,
`
111SGCt Colitt•ol Chaddist tot' Ailllnal Operations
tiunrCe
nl►su 11MI's to Coulrol InYCCIS silt: tilIrdfie Nrltcticrs
i,tltulrl SyslCnls
l lu:h [inners
Ai cunudalion
ursulids 0 Nosh sysierll Is desigiml and opunucsl
surf Icicialy to rciiiuvu acu milllaled slliltls rrillu
Cullers as dcsigoed.
�) Ruillovc briilullit; of accnnl111i11C11 solids III
_
diss;hnr(;u ,
t.1�t;auns until 11i1s
CI'rlilCII Sulirls Muinillill hlLnnos, scllllut; basins Und Fits ► hems ,
Vial breeding Is 1111parent to uiiiiiinlcc tine
crusliq of solids to u tiel)lll orno more than G -
8 inches over more Ili;in 39% of surract:-
FhCosi1e VULClallve
• OCCUy416 vel;elailtill I Miliillilill vuCelative Collliol Moog hunks ol'
liutlllh
hit;oans mid other hupaunthlrenls Iv pmmit
acclilluilirilm, ortiecoyint; vegetative mallur
11lorlt; wiper's w1j;C ou Impoundincia's perinivier.

Swlno Farm Waste Managomont Odor Conirol Checklist
Source
Chose
[IMPS i11 I111ulu,lxc 011111. Silt Spedric I'rnrllces
Falnul�ull
Slviuc pwducliull
Vegelalive or lvaudell blirlels;
C
Iteco llllcllllcd Hest mallnuillclll pracliccs;
1
04011 judgalcul and C0111111011 scllsu
Animal Gu,ly slit faces
Dilly nlauule-covered un11na1s
0
Dry 1100rs
Fl,nn sus l•accs
Wel ruamirc-courcll lluurs
Slullell pools;
I:1
Waterers located uvcrslulled floors;
o
venders 111 Il1gh cull of solid tiuurs;
rl
Scrape Iunnurc buildup front floors;
CI
Undulloor vemiialiou fur drying
Alanure culWcliun pill
0 thine;
F1e1plcul nlantlre rcnlaval by flush, pil recharge,
• 11111lial ulicrublal deconlpasilioll
or scrlpe-,
0
Underfloor veolilulion
Vrnlil.11iun 4�ahansl Inns Vuhdile gazes; 1 I�un nnliuleruulcl
I)usl 1 1.4licicnl air 1uovejuenl
In,luur sutfltieex I)Ilsl Washllown 1ie11vem grullps orunimais;
C1 Feed udelilives;
Few1cr covers;
Fuell 11eiively 1111wr1spuul exlcotlas its feeder
covers
Mush Innks Agiluliun of recycled hgoon C1 1.111511 lank covers;
li11uill while lurks lire filling O umeull fill lines lu ueur houum arwaks will
n1111-S111hou vcnls
Fin1h ullrys Agilldiull (Ituhig wasimmer Cl Unllerfiuur flush lvilll uuderiluur venlilalilm
corlvcylnlce
Pil ICeharg>: puillls • Agilalinn of recycled imoun /t1 I:Alcild tudi lrge Mlles in nuor 1111110111 til loll$
1hiuid while Ails ore idling 1v11111111ti-siphon vents
Lill slaliuus • Agilullon during s,uulp oink Cl Suw11 lank ethers
liiling 111111 druwduwll
(1111sidn drllill culkeliun • Agiluliuu durhig wnstWiller C1 Ilux covers .
ur jun�lllllt 1nlKes cullvl:yuucu
,' AMUC, • NoVc111119r 11,1996, I'll uu 3

Snllrec
Cuusl
' •�.111l ►
llMl S Ili I�lhllili'LL• n41fl1' NIIC S ICCIItC I 1 tlCiICCi
End of drainiripts III
• Agilalimi duriol; wastewalcr
Lixlcnd discharge ilnlul of pipes llnderncalll
lilgnnu
cuuveyance
Ingnon liquid level
Lhoull sin faces
Vollliilc gas emissions;
Proper lagoon licluid capuchy;
• lliuloglcai mixing;
A
COITCCI lagoon alntlllp procedures;
• Agimliun
R(
Minhimm somata arcs-lo-vullnnc folio;
. i
Mbdnuun agilalloll wilcli.punlping;
Cl
Mcchanlcul acralluu; '
n
Proven biological additives
Irrigaliun sprinkler
+ Iligh pressuic ugiluliun;
Irrigolu uri dry days wills lilllu or no wind;
u+ruses
Wind llrifl 0i
•
Mlnimom rccammcndcd aperaliug liressurc;
(
Pump iutakc near lagoon llfluld surrace;
Cl
Pomp rrnm secood-singe lagaou
Nimul;v Ia111: of ha lil
• Palliid o0croblul decnmposilimi;
Cl
Ilullow or midlevel lulllliog;
sillhicc
• Mixilig whilu fillbig;
Cl
Tuuk covers;
• Agllallon whcu cmplylal;
Cl
misin surracc orals or solids;
Cl
Proven hiological mlilillves or oichlanls
Sclllillg hasiu sui lacc
0 Pulliul olicrubiill decnrilpusiliull;
L1
lixlcnd draiupipu oulluls un{Iemcnih liquid
• Mixing while filling; •
level;
• Agilaliun when emplying
Cl
Remove stilled solids regillarly
h-lnuure, slurry ur sludge
• Aghuilon when spiraling;
CI
Soil iujcciluu ufsiurry/sludges;
ilm4ucicr uwIcts
a Volalile gas collssiolls
0
WaSb•fesitits III ommirc rrnm Spreadl;r idler use;
1:1
proven biological additives or uxhlanis
011cuverell Inollure,
Volulile glis cmissious while
0
Suil ilijccliun ursllurylsludges
slony or sludge on Held
drying
n
Soil incorpurulion within 18 Ilrs.;
sml;lees
Cl
Spread in Ibio unircrrm hiycrs rur ruphl drying;
Ci
Proven biological nilditives or uaiclaws
DC;l+l lulirnllls Carcass decumposiliun !'fuller (Iisposiliuu orcurcussu
lean luliulill diarinal irulcuss llecomposilifill Cl Conlplcic cuveriog or cnrcosses ill Ilurial Ails;
plls 0 Proper lucalioolcailslrilelloll nl'disposal piss
Incinefllllrrs • locomplclu clooIIuslioll ' cl Secondary slack bnrucrs
is • ,' AJYJOC - Nuumber 11, 1996, l'uuu 4

• Suurrr Cuusc 111111's In i4linlmlcc Q�lnr Sllc S icrlJic 1'rurlirrs
Slimilhib %viler ammal • 1mIiiuiicr drainage; {iratle and landscalic such that wiler drains
lueililics . Microbial+lccumposilinn nr away fi'mu raeilitics
organle rnatJer
hIMILIsc rracketi unto • Poorly malnlaincd access tuads Furm access roan 11IMrilenattco
pacific ruilds final (urnl
nrcess
Adfililional lnrormailun : Avrtlhdile From
Srviric 141unlrre Kiiingenictu ; 0200 ltuli•lllMP Packcl NCSII, Cuunly I?xlcuslun Ccnlar ,
Sivina I'miluclion 1'utm 1'olelillal Odor Sources and Remedies ; MIAL rnct Sheet NCSU -11A1f
Swine Prinhicliaa Fucilily Mntuirc Managcrucnl: PH Recflargc - Litgnon Trwilmcol ; HIM1'' 129-89 NCSU - IIIAl:
SIVInC 11rnducllim Facilily Mauuru Mauagwimil: Underfloor Mush - Lagoon Treatnteut ; 1:JJA 11129-88 NCSIJ - 1IA1s
I.ut;uuu Design and Manitl;etucnt fur Llveslock Mulmrc Tr4wimil and Stnroge ; 1MA1's I113-83 NCS1J - IIAIF
Caiilira eion or ManTire unt1 Wasicwalcr Applicaliuit Eipilp m-111; L•IJAI: Fact Sheet NCSU - IIAR
Cuutrulling Odors from Stiviuc llulldi 103 ; 13111-33 HMO - Switle EKlcilslutl
Vilvirmmrrcmal Assurance Prourattt ; NI'1'C Manaal NC Park Producers Assoc
nlnintis fir hJunaging Oilor; n repnrt rrom Ilia Stvinc Odor Tusk Force NCSU Agri. Ctrimrtunlcullnns
Phtisance Caitcertis In Anlmul Muuurc Management: Odors awl Flies ; PRO107, 1995 Cunrcrenct: Prucccillugs 1'lorirhi Cuuperalivu Nlenslull
A
i
I
': �`+ Al►fIJ[: • IZuvcurlrcr 31, 1996, I'aBc 5

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 22, 1997
MEMORANDUM
To: Animal Operations Personnel, Regional Offices
1••
E H_N F-;
From: Mike Lewandowski, Environmental EngineerOAJTL
State Engineering Review Group
Subject: General Permits for Animal Operations
REG. OppjCp
f�
Attached are copies of the application packages for facilities that have received General Permits -for
Liquid Animal Waste Operations. Copies of the Certificates of Coverage for these,facilities have-)
been sent to your attention under separate cover.
If you have any questions, please contact me at 733-5083 ext. 362, or '
[e-mail].

a
c 40
'e,
XA-
0 7r
'Al
Fir

Y. : �� II W
p� r 'lYC¢�,
! �:�
I t,�Y ui �
'�� i..

,t
'qi
i J� {
�C.
�
���'
�r;s;'
' ,`
'�
�4 �,�
. � �,
�e
`,
3 iRro t, 1 ,
lea. � ,,,
a �, � �
. �'�;'��'r;r`I '�

-9.1

" �.R N '"'