310217_Permit Renewal Application 2019_20190410

i
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all Information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0217 Certificate Of Coverage Number: AWS310217
2. Facility Name: D&C Farms
3. Landowner's Name(same as on the Waste Management Plan): Douclas Roger Basden f
4. Landowner's Mailing Address: 1219 Ouinn Store Rd
City: Beulaville State: NC '' tt Zip: 2t8518-7665
n+n 2��un-ate L+I�L�� � ` <<d
Telephone Number: �g�, Liz. E-mail: Cal �
5. Facility's Physical Address. L1219ouinn Store Rd
City: Beulaville State: NC Zip: 285187665
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code): /t 11
9. Integrator's Name(if there is not an Integrator,write"None"): '6^1" ` cir-0
10. Operator Name(OIC): Douglas Roger Basden Jr. P' w g1���L.�Q�4.� OIC#: 997934v
l
11. Lessee's Name(if there is not a Lessee,write"None"): 'i to-a'Sq,4
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 3,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
MAR g Z919
�9at�QUEA'+t1

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unlmown) (Cubic Feet) (Square Feet) (Inches)
#1 12/23/1993 C.
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b� the Qwner and a certified technical suecialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection_,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to 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: Title: ��,r le—
Signal Date: 3• � r7
Name: C Title: wr�e.r
Signature: Date: S-zq• {cl
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

*`SrA7t a
ROY COOPER r
Governor
MICHAEL S.REGAN .
5—fary
LINDA CULPEPPER NORTH CAROLINA
Dimetor Environmental Quality
February 27,2019
Douglas Roger Basden
D&C Farms
1219 Quinn Store Rd
Beulaville,NC 28518-7665
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deg.nc.gov/about/divisions/water-resources/water!qualiiv-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits. You must submit an application for
permit coverage to the Division. Enclosed You will find a "Reguest for Certificate f Coverage Facility Y
Expiring State Non-Discharge General Permit." The implication form must be completed. signed and returned b4 April 3, 2019.
Please note that you must include one ill copy of the Certified Animal Waste. Management Plan [CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on nape 2 of the renewal
Uplication 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 State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): WilmuUgon Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310217
Maxwell Foods LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 N.Salisbury SL 1 1636 Mall Service Center I Raleigh,North Carolina 276994636
919.707 SWO

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
aa Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
�a Rendering at a rendering plant-licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioryof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.>done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional porary procedures or measures for disposal according to G.S. 106-399.4.
Sigg4t a Far 0 er/Manager Date
z 1�-
Signature o echnical Speci t Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Wednesday, November 19, 1997 Updated 51212016
Producer: Douglas Basden Jr. 4 `
Farm Name : D&C Farms
1219 Quinn Store Rd
Beulaville,NC 28518
Telephone#: [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals : 3200 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Pagel

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3200 pigs X 0.4 tons waste/pigs/year= 1200 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 pigs X 0.48 Ibs PAN/pigslyear= 1536 PAN/year
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.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
CT F ELD SOIL TYPE&CLA ROP I LD A�ITCOMM ACRES L S AW APPLI .
DETERMINING PHASE CODE NIACRE N/ACRE USED TIME
7642 1 GOLDSBORO 0-2% SG 1 50 0 1.66 831 SEPT-MAR
7642 10 BLANTON 0-5% 3.4 170 0 2.18 371 AUG-JULY
7642 - 10 BLANTON 0-5% SG 1 50 0 2.18 109 SEPT-MAR
7642 2 RAINS FP_ 3.4 170 0 2.24 381 A Ur-JULY
7642 2 IRAINS 5G 1 j 50 D 2.24 112 J EPT-MAR
7642 3 GOLDSBORO 0-2% FP 3.2 160 0 1.62 2591 AUG-JULY
7642 3 GOLDSBORO 0-2% SG 1 50 0 1.62 81 SEPT-MAR
7642 4 RAINS FP 3.4 170 0 2.02 343 AUG-JULY
7642 4 RAINS SG 1 50 01 2.02 101 SEPT-MAR
7642 5 GOLDSBORO 0-2% FP 3.2 160 01 1.65 264 SEPT-MAR
7642 5 GOLDSBORO 0-2% SG 1 50 0 1.65 83 SEPT-MAR
7642 6 IRAINS FP 3.4 170 0 2.07 352 AUG-JULY
7642 6 RAINS SG ' 1 50 0 2.07 104 SEPT-MAR
7684 7 GOLDSBORO 0-2% BC 5.5 275 0 1.19 327 MAR-SEPT
7684 7 GOLDSBORO 0-2% SG 1 50 0 1.19 60 SEPT-MAR
7684 8 IGOLDSBORO 0-2% BC 5.5 275 0 2.27 624 MAR-SEPT
7684 8 JGOLDSBORO 0-2% SG 11 501 0 2.27 114 SEPT-MAR
7684 9 IGOLDSBORO,0-2% I BC 5.51 2751 0 0.881 2421 MAR-SEPT
7684 9 JGOLDSBORO D-2°/u SG 11 50j 0 0.881 441 SEPT-MAR
TOTALS: 4052.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS_ LBS NIUNIT
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED TONS J 50
SG SMALL GRAIN OVERSEEDED AC 50
FP TALL FESCUE-PASTURE TONS 50
FP TALL FESCUE^PASTURE
Page 3

TOTALS FROM TABLES'I AND 2
ACRES LBS AW
N USED
TABLE 1 17.781 4,052
TOTALS: 17.781 4,052
AMOUNT OF N PRODUCED: 1,636
* BALANCE -2,516
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 243.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.63 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(inlhr) AMT(inches)
7642 -2,-4,-6 RAINS SG 0.40 "1
7642 2,4,6 RAINS FP 0.41) 1
7642 GOLDSBORO 0-2% SG 0.50 1
7642 3,5 GOLDSBORO 0-2% FP 0.50 "1
7642 -10 BLANTON 0-5% SG 0.75
7642 10 BLANTON 0-5% FP 0.75 *1
7684 -7,-8,-9 GOLDSBORO 0-2% SG 0.50 '1
7684 7,8,9 GOLDSBORO 0-2% BC 0.50 '1
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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
This WUP has been revised to reflect wettable acres. A current FSA map with the solid set
systems drawn and located on them has been provided. These were determined from actual
field measurements and measuring wetted diameters on the ground. The irrigation nozzles
on T 7642 (fescue) are 7025RD and flow at 17.8 gpm at 60 psi. The nozzles on T 7684 are
8025RD and flow at 59.1 gpm at 55psi.
Both of these are existing systems. The irrigation system on T 7684 is spaced at greater
than 70% and the wetted diameter was computed accordingly with actual field
measurements, resulting in a wetted acreage for each sprinkler of .41 acres. The irrigation
system on T 7642 is spaced at 70% and the wetted diameter was computed based on Table
5 in the Stationary Sprinkler Irrigation System booklet published by NCSU, with the wetted
diameter for exterior sprinklers (14) at .291 acres and interior sprinklers (6) at .253 acres.
T7684 field acreage has been amended 11/30/99 to reflect a change in the type of irrigation
nozzle. Now utilizing 2-Nelson SR 100 with .50 taper bore nozzle operating at 70 psi with
flow rate of 60 GPM. Each gun wets .568 acres, and operating 2 guns per application will
wet 1.136 acres. This information was furnished by Avery Jarman and anew map is
provided as documentation.
WUP was re-written on 7/24/04 to reflect irrigation by pulls with traveling reel.
WUP was ammended on 5/02/16 to reflect a change of ownership. All information of change
of ownership was mailed to Raleigh. All information was provided by grower and old
planwritten by Kraig Westerbeek. The irrigation design, soil types, and pumping windows
were from last plan written by Kraig Westerbeek.
Page 5

PLANS & SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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
Page 6

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is 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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: D & C Farms
OWNER f MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization 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 utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILI WNER: D as Basden Jr.
SIGNATURE:. DATE:
NAME OF G R (if di rent fr owner):
r please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE:
Page 9

" "' _ - - -: a - - .,.`�:�:,�-�Y-c.��'���r;s...�•A,—cam':-_..._�=ss�- �__ __
J� `mod � "-� .� il• � ..� .s ; ^��� �.
rip
AM
ld�
t•y" � s�T � c ,f !� -^`� d y ; -. ` 't y � T 'i �
e vy- pei
- i l TiK,
yam," k1 tFr F'��v$ !' - -r^ ¢' • 7 •}_ k-'� i. � "4 � 5' 1 "aa
a
�•Y� -�• �� :,.... .mow 1+ � � J+ f f. •R ;.
. �v -- :�,y: ':s�.. �� ��� � �:;.�� Wit. y •�."a .�
,� .��., '� Tie +• -- R
- r v
r _, r - � �_f " ���•� y�aF._b� ..,.S,mss� �• t_ �- rra
F
�, r� #r�+, '�-,, �. � ,•� � �. Tom•; '�� � r a; �.tiM
Y
vy���_ �''- r+ '�`"• "3 a." >x x � f [per- � .�r/�M
-
%t'�,-,c,"G..s�., - :' .> _�. _ t .: :��- •�,y" 'x"p��4 ,�,t�i."a .tpi',�K y�"E�'• �.. M!'� -N� �,- •4•���,�s,�3����'� r�;�
+-•: k "`4:`a ~^C�}_"',psi.«,.,tW'fxwxOWN=N6'�Y
.:� l./ '{. rlYa SY+.*n .' Y",4j�;f g 1 1
/(�1
cl MKS 5�rL +v,Jiw '4 y �, .Je'-'',` ;�1�-� -- gj L 'T rY' .7r- .J/ f
sJJ
l ._
�
t• _ y�
of
r
POS-Lk
1
. ._ __ d_ t}K..k \3T�•�-+Ilj::.xs+a�..-..a .i.��z','�7e�>d3sa3 ��vY'.6< ..:.^�- ..... '

Sht
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Doug Basden - K&D Farm County: Duplin
Address: 1219 Quinn Store Rd.
Beulaville, NC 28518 Date: 5/28/2004
Telephone: [phone]
Table 7 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Pull of Field Rate Cycle
Number (acres) Soil Tye Slope % Crop(s) (In/hr) (inches) Comments
1 1.66 GoA <5 Pasture 0.5 .5-1
2 2.24 Ra <5 Pasture 0.4 .5-1
3 1.62 GoA <5 Pasture 0.5 .5-1
4 2.02 Ra <5 Pasture 0.4 .5-1
5 1.65 GoA <5 Pasture 0.5 .5-1 *change in arc angle re 'd
6 2.07 Ra <5 Pasture 0.4 .5-1
7 1.19 GoA <5 Pasture 0.5 .5-1
8 2.27 GoA <5 Pasture 0.5 .5-1
9 0.88 GoA <5 Pasture 0.5 .5-1
10 2.18 BnB <5 Pasture 0.6 .5-1

Sh6_
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Kifco E200 reel
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
_ Pull No. (ft/min) (in/hr.) Width(ft.) Length ft feet Inches at Gun(psi) at reel(psi) Pattelm Comments-Acres per pull
1 1.2 0.22 163 336 221 0.51 60 80 330 1.66
2 1.2 0.22 163 491 221 0.51 60 80 330 2.24
3 1.2 0.22 155 358 221 0.51 60 80 330 1.62
4 1.2 0.22 155 469 221 0.51 60 80 330 2.02
5 1.44 0.29 156 382 221 0.51 60 80 220 1.65
6 1.2 0.22 163 445 221 0.51 60 80 330 2.07
7 1.2 0.22 163 210 221 0.51 60 80 330 1.19
8 1.2 0.22 163 500 221 0.51 60 80 330 2.27
9 1.2 0.22 163 127 221 0.51 60 80 330 0.88
10 1.2 0.22 163 477 221 0.51 60 80 330 2.18
_ I I

Sheet4
v TABLE 4- Irrigation System Specifications
Travelin Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler m 58
Operating Pressure at Pump (psi) 85.5
Design Precipitation Rate inlhr) 0.18
Hose Length feet) 580 XXX�CXXX
Type of Speed Compensation Mechanical xxxxxx CX
Pump Type-(PTO, Engine, Electric Electric
Pump Power Requirement(h 4.8
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 de ree bend 2.59
Dead End 1.83
Tee 1.28
Gate Valve 1.83
45 degree bend 1.39
Page 1

sh-
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek f�
Company: Private nII
Address: 1635 W.Wards Bridge Rd. Warsaw, NC
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.

Sh6. ,
Narrative of Irrigation System Operation
This system design is for existing fields, changing over to a new type of irrigation system, travelling gun
type. Formally,the fields shown were irrigated using solid set type irrigation. A combination of existing
and new underground line will be used as shown on the working drawing. Setbacks in place at the time
of farm construction have been taken into account in this design.
All pulls will be made with a Kifco 2" E200 reel,with a Komet Twin Max part circle big gun. The gun
will have a .51"nozzle, and should be operated at approximately 60psi gun pressure on all pulls. The
system will be powered by a 10HP Berkeley B1.5 TPM Pump.
Refer to manufacturer's literature for specific information on R&M, start up, and winterization of the
equipment used.
4"riser tops will be used. Class 160 piping is sufficient.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nozzle Size: 0.51 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 58 gpm
Wetted Diameter: 221 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 154.7 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 155 feet
Actual Spacing(%): 70 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.18 in/hr
300 degree arc= 0.22 in/hr
220 degree arc= 0.29 in/hr
180 degree arc= 0.36 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 1.20 ft/min
220 degree arc= 1.44 ft/min
180 degree arc= 2.40 ft/min
Mainline Velocitv
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 1,48 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 2
Total distance: 1250 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 0.21 feet/100 feet
Max. Mainline Loss= 2.6 feet or 1.1 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 20 psi
Elevation head: 2.2 psi
Mainline loss: 1.1 psi
Suction head and lift: 2.2 psi
TOTAL(TDH) = 85.5 psi or 197.6 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B1.5TPM
Pump Efficiency: 60 %
Horsepower Required: 4.8 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 2200 feet
Soil Bearing Strength: 1200 feet
End Cap: 1.8 ft2
90 degree elbow: 2.6 ft2
Tee: 1.3 ft2
45 degree elbow: 1.4 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 85.5 psi
70%of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 24
NPSHR: 10 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage Calculations
Doug Basden Farm- B&D Farms
Duplin County
Pull Width Length Start Stop Total
1 163 336 0.4 0 1.66
2 163 491 0.4 0 2.24
3 155 358 0.35 0 1.62
4 155 469 0.35 0 2.02
5 156 382 0.28 0 1.65
6 163 445 0.4 0 2.07
7 163 210 0.4 0 1.19
8 163 500 0.4 0 2.27
9 163 127 0.4 0 0.88
10 163 477 0.4 0 2.18

RW
MINL
33 I
44,11,
11 .4
.1
• Via;-e""'�* '_i4 .� -.
x v �
1 w

,� ��' i � x=-.+i+-� '` � ;.III?: _ �R+i.ra•_ ��
.sf^akz.
l
c

Gfi.�if>Qh-r'�1212� � it
E200 and E210
Engine Drive Water-Reels®
The Water-Reel®Advantage
Water-Reels®operate unattended, shut off auto-
matically and require far less labor than convention-
ai portable systems. They are an excellent low-cost
Yr...
alternative to solid set systems or hand watering.
Water-Reels*can be brought to your site and be
watering in a matter of minutes. One unit can be
moved around to water different areas. Water-
Reels• are "Made in USA" to the high standards
associated with a company that has manufactured
traveling irrigation machines for more than 35 years.
Benefits
Kifco engine drive E200 and E210 Water-Reels°
are ideal for spreading liquid waste. These
machines are driven by a gasoline engine and pro-
vide a clean flow path for waste to pass through.
The smallest opening is the sprinkler nozzle.
Engine drive units are capable of higher retraction speeds and fast
watering cycles.They can be used for applications such as cooling Standard Water-Reel®Engine Drive Features
down and improving the playing conditions on sports fields.
4 HP Honda Engine
Specifications and Pricing Automatic Shutdown for the engine.
Model E20 Selective Automatic Shutdown for the sprinkler.
Price 0 E210 Part Circle Sprinkler Komet TwinMax model.
$7,910 $7,415 Stabilizer Legs anchor machine during operation.
PE Tube I.D.(in) 2.00 210 Pressure Gauge reads machine inlet pressure.
PE Tube Length(it) 580 400 Hose Guide to insure proper packing of tube.
Dry Weight(Ibs) 1200 1P00 Speed Control to regulate run time and water application depth.
Weight with Water(Ibs) 1920 1780 PTO Rewind Capability.
Dimensions(ft-in) Speed Read-out.
Length(machine only) 8-3 8-3 Safety Shut-off if the tube miswrap.
Length(machine w/cart)' 9-2 9-2 Transport Attachment for the sprinkler cart.
Width 4-9 4-9
Height Two Wheeled Row Crop(high)Sprinkler Cart.
Speed Range(it per hour)' 5-2 5-2 Three Wheeled Chassis with steerable front wheel and tow bar
Low (Not designed for highway towing).
High 0
g 200 20o Machine Inlet Connection 2"x 15'supply hose with 2"NPT(M).
Performance
fmkler Depth of Application in
Irri aged Area
Model! rinkler Flow GPM•. Inlet PSI Pressure PS etted Draft. Width ff Le h it Area Acres M8$IIItAm Mintmoin;
(Flours To Co fete Ruh).
7 33
2
1
E200 x 580'tube 51 1 5 42 1.8
49 35 19] 153 656
Twinmax 70 90 6.5 236: 189 2.3
674 2.9
81 98 65 247 198
102 130 679 3.1
80 276 221 690 3.5 1 Sfz) 0 (3 0)_57 .34 25 177 142. 471
E210 x 400'.tube 84. 74
Twinmax 103 9.3 55 ...240 182 496 .2.2 1
26a. . 21'1 506 I9 0 2 2
10D 65 273 218 5U9'
143 707 S. Schrader Ave., P.O. Box 290, Havana, IL 62644
Phone [phone] or 888/888-1291 • Fax [phone] •WWWAifco.com
Prices are FOB Havana,IL,installation and freight extra. Prices and specifications are subject to change without notice.'Standard gun cart suspended from transport
attachment'Higher speed range kit available,consult factory.'The irrigated width is a factor of the wetted diameter(80%for the guns).The factor may be adjusted to
suit local conditions.

a r-u
- . _ -
.77
cif
- -
Center piv
and, Deer Irri atlen
+ Outstanding at low pressU4, ,r
* High performance
Great reliability
Maintenance free
\

The Twin Max joins the successful Twin Series. It was developed
to satisfythe demand for a high performance volume gun that
allows to extend its applications also into the lower volume
range. With its innovative design, proven technology and
outstanding operational features, the Twin Max sets a new
standard on center pivots and other irrigation systems. The
Twin Max is the only volume gun available operating
superbly at all pressure levels within a flow range from
25 gpm up to 270 gpm. The application advantages of this
high quality product make it the natural choice on new irrigation
systems as well as a replacement gun on older systems.
t=
- I
l �
r •ble #
vaU
- Twin Max 180 Pivot
Twin Max 120 Pivot
Twin Max 240 PC
nozzle range: W 0.39"- 0.94"
connection : 2"NPTF-2"BSPF
& int. Pat_ Peril

i n
Mr
Extraordinary operation at all pressure levels
The Twin Max sets a new standard in regard to low pressure applications
working smoothly and uniformly over its whole nozzle-pressure range.
All functions of the gun are self-adjusting.
High Performance
Excellent hydraulic design, large barrel cross section and full size taper bore
nozzles allow for maximum possible throw and performance.
Distribution
Three stream break-up frequencies can be selected manually,without tools,
in order to optimize the water distribution for all applications.
♦ Heavy duty-maintenance free
No periodical maintenance is required. Design and high-tech composite
materials, in conjunction with a sturdy wishbone design drive arm, and
self-lubricating sealed bearings, instead of ball bearings,allow for long reliable
operation over time.The gun is built for hard work.
Brake system
The braking force is automatically adjusted to the available system
pressure.The unique patented design of this self-compensating brake system
keeps overall performance constant over time.This is essential for uniform
water distribution.Works well on slopes.
Drive system
The patented drive system with excellent stream diffusion allows for smooth
steady operation.At start-up of the system,the gun produces a fan-type spray
reducing to a minimum crop damage and soil erosion due to run-off.
+ Arc setting
Part-circle or full-circle operation without removal of parts. Precise setting,
no overrun.
Reduced weight
The reduced weight of the gun puts less stress on irrigation system structures,
i.e.overhangs. It is moved with less effort on portable systems.
Twin Max taper bore nozzle, 240 trajectory
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
PSI 0,39• 0,43• 0,47• 0,51• au• Qyy. r et Nozzle Nozzle Nozzle Nozzle Nozzle
GPM DIA GPM DIA. GPM DU1 GPM DIA GPM DIA GPM DIA GPM DIA GPM 67+DIA GPM 171•DUl GPM,7B•DIA GPM 187•DIA GP M DIA J4•
32. 146' 3Z 156' 43. 163' 50 170'" 57 17T .. 64 1BS'` 72 _ -107 213 12B 223'
30 24 148' 29 165' 35 162' 41 171' 48 180' 55 18T 62 193' 70 201' 79 207' 97 22I' 118 231' 140 243'
35 - 26 158' 32 -185' -36- 173' 44�� 183' 51 �. 197'. ' S9 199' - fi7� .205' 76 214' 85 34 40 ...105 .237, 127 244' 157 2561
40 28 163' 174' 182' 47 193' 55 2D1' 22.1'63 209 72 216' 81 225 91 233' 112 24T 136 255' 162 268'
45 �30 170' 36 '180''---43- 190'. 50. 200, 58 209^ 67 218' 76 225' B6 233'� 96 242' 119 25T 144 �265` 171
55 31 17T 38 188' 45 19T 53 20T 62 213' 71 22S 80 232' 81 242' 102 250' 126 266' 152 274' 1B1 290'
65 33 �183.`: 40 �195 47 204' .55 274' 65 221' .. 74 ...
232' _ 89 240' 95_.
60 34 191' 42 202 50' 212' 56 221' 67 229' 77 240' 88 24T 99 256' 1/1 g 272. 186 292' 198 MD'
'
65 36 196' 43 206'_ 52 278' 66 228` 70 236' 81 24T 92 254' t03 264' 116 273' 143 290' 173 300' 206 318
70 37 2 227 5 225' 63 235' 73 244' 84 254' 95 262' 107 271' 12D 280' 148 29T ISO 3DT 214 323'
8o - . . ..
7 23T, , '67 248' 78 25T 89 266 1D2 p-
90 42 227' 51 238' 61 248' 71 259' 83 269 95 278' 108 2B9' 122 296 136 9D8' 168 3� 204 338' 242 355'
too 44 235' $4 246' 64 257' 75 268' 87 280 100 289 194. 3DD' 128 309 144 9271' 17B30 215 341' 256 3fi4
110 47 243' 56 255' 67 265' 79 279' 91 290' 105 300' 179 310' 135 319' 151 331' 186 336' 225 350' 26B 371'
N.B.:The performance data were obtained under ideal testing conditions and may be adversely affected by wind and other factors.Pressure refers to pressure at nozzle.For solid-set applications,it Is advised to take into account
the appropriate throw-reduction factor for local atmospheric conditions in order to assure overlapping and coverage of the irrigated area.For every 3°drop of the trajectory angle the throw is reduced by approximately 3 to 4%.
The best pivot endgun you can possibly buy.
X

kDniet
a
Technical innovation.
0
.i:s our chal�en:ga.
r
Th°e advantage for the userA.
3
TM s
is our goal.
p.
1}'
O
_L
N
;E
T
C
d
W.
L
LIMITED WARRANTY AND DISCLAIMER
The foliowmg constitutes:the full and Conn lets-limited warranty prowded.by,Komet Irrigation in.relation to Its v'
of'ary and all:other representations or Warranties,express or implied mcluding but not lim ted to;a products.This limited warranty is in lieu. g.
_ ny implied warranties of:Inerchantabillty or fitness:
foc:particularpurpose ansfng from statute common-aw,custom course cf d6almg;trade use or ottierwrse.No;person or entity rsautijorized to:incur. >v
or assume for Komat Irrigation arty other expense_obhgatien or duty as.to:produces designed manufactured aridror distributed by Komet Imgatont 0"
�.
This hmued warranty,does riot appty'to any ICometilmgetion product that has been repaired modified or altered in any way,:hor does.iYapply to any
F:
rY 9 P
IC imet,lni anon roducfihat has beeq;mrsused dame ed or p anted contra to warkin s ecrfications and`instructions. >'
9 P g P
Kbmat Imgation shall not+be liable foreny crop.dardage'orconsequentral'or incidental:damages resulting frord t ie as6.of..Komet Imgation product._ P
Komet lmgatidn makes no:wamanty with-respect toproductsmanufactured.by others.to•which.orwith which:Komet irrigation's pniducts are attached
or used.Koritet:Jmgation reserves tho;pght to redesign,alter-or.motlrfy its groducts;without rncurtirig liability for any ingentory of products thafsub t'
sequentiy becomes obaoleta. n
Ail:
products distnbuted by'Komet Imgation are wariantad to 4e:lree ofdefec►s in material and workrrianshjp for penod of one year 6om the date'of:
iha:products:onginai shipment.Nomial wear and tear arising from operation,damages due to impropar:or inadequate maintenance;and damages:, r
dye'to exposure to an 9leotrblytiral or,ctiemical process are specifically.exclu4er!from this warranty:
If a::product is suspected offailurs under terms of this limited•war ranty,She 5uspacted failure mustae reported:ih wntrngaa LComat irrigation w thin;
sixty[6D)days'.M authonzatlan may then bs issued'by rnet Imgatiomto retum.the.product,shipping o
Sive:and sole rem P cG pPing charges:prepaid;for mspoc..on.Tha exclu remedy with tc'iire abnva prcvisions:is-ei pressly limited to the repair or replacement,at ilia sole disiiretiph:of Korriet[ngation,
of Ko Irrigation
rd product involved.Komet Irrigation hereby expressly disclaims arfy�obligatiomfor costs arising from°the:.repair�ocreplacemepE
of Komet Imgation products made by anyone otherthan authorized Kamdi Irrigation personnel. - '
r 't.
. .: .., .
' 93koniet
.. CIA
innovative irrigation products 1
Kometlmgatlon Corp 4501 Paden Road P,o. 8ox 1207 Fremont, NE 68026 i207 USA
Phone,(4.02)753-3677 -'Fax. [phone]
web. WW komettrrlgat).od corm

•'�'I - - _ _ it _
. •'A'!., y��`�.��w••'+.'''�r",�•. �`r � • .. � _. _ ,. Lam. .1:�'
lam- +r%��_.!?L^Z 1'-�� d � _ - ..'i�. �• ._— f. .' �• :Y+¢J:�,
iq4 �', � '. Y !�ill i.`i-o-`-t' 'y 1 •_�',. .r+�i.
■ t..p r- •=ram.•'.
��� a^. �1 •.r � •�; AY i. r
AW
� Jr
.
r
♦. i • -v�. t::c:•' •�N .�_ 'y 'mot
.�'.' IT
Sir ,�•«' � i i�:•�..;w�+. ti �s. .. .. {"�� '...
io
tyr fE ; - .. � ��fr v�f M1Ma,,,ro`• ,'-•r� Y-�".• Y :; .,.

BERKELEY PUMPS
CURVE 4075
DATE 1-2-86
TYPE "B" RATING CURVES PAGE 1.02
SUPERSEDES
ri) MOTOR DRIVE All previously issued
4075 Curves
Come: materw C.I. Patt.No.LO 10 18 Maeh.Ns LO 10 18
I peiier: M M atew C.I. PstL me.S07367 Nominal R.P.M. 3600
uwftxd,.SO7367 D18.6 Full Based on Fresh Water 0 Mr, F.
Maximum Working Pressure: ISO PSI
..... ............ ... 30...... ........ ............
......... ........... ... .........
..... ......... .......... ......:—
... ........... ..........
.......... .........�—f........... .......... 20
...................:- .......... ...
... ............... J. -
...... .......
........................ . ........ . 10
....... ..... ...... ..........
............ ........
..................200.
. .........
........... ......... 4— ......... .......
........... ....... ..........
175 ............T........... .....................
------- ..........
......... ........
...................
---------------
. .......... ........
150 --58% EFFICIE .......,"I'll" I
........... .... 7'
............
...........
----------
25 55% ............
........... .........
Z ........................
. ..........i A............. ....... ..........
............ ......
.......... .................... ..............
............ ..........i.................... ...........
:0 ............ ..........f.. - 111 1......
0 t ..........% ...... ....................
............... ......... ... .....
f ......i....... ........... ..... .......
........ .. . .....
75 ......................... ........
...... Mr.-so ..........2-
1.-.-.-..'....-..-......-.-..-.-...
.--1............ .............. .-............. ........
. ......
..... .....................
..............
......... ......
. .. ..... ............................. .
.....................1 i.......... ;..................�-.J
... .
... . ..........
. .. ..... ......
1 ................ .. ...... .. ...
25 ...... .............. ........ . . .
--------- ----.. . .
----—--------t"
............ ....... ...... .. —.1.....................
0 L: .......... ....... . ......
........... ....
.......... ......................
.......I.I ...... ...........
...........
..........
0 10 510 -T" '"'
60 0 80 go
20 30
100 110 120
CAPACITY IN U.S.GALLONS PER MINUTE
8-0 on T-3207 Supersedes C-5035 Dared 3-1-72
0—7-30-85 MODEL 1/1pTPL
14"If usterw C.L PaLm.. L01018 Mach.N& LOI0I8 Nominal m. 3600
,i FPO* Adahwisd C.I. M07298(718U)Msch.Nm R.P.
See below Di.. 6-9/16" Based on.Fresh Water 0 80* F.
4 PatL m..S3240)(121 U)
Maximum Working Pressure: 150 PSI
N;
! .1............. ........................-..;—.........I......... ..................1:. —,
0... .. 3
;::. '"''I"
...... -4;
..........i--.................
.7 4M[P LLER-�MACFL--Xo�:------- ...
.......... ....... ..............
-1 ........................... ....... 20
.............. ....... .... .......
f .......... .............. ............................. ............—
........... ................... ..........
...........
!2251 Aq T' ...................... ..........
.........................
A4g73 �.... .._...... 10
..........
77f
941--: 00.1-1 6,5­ .700 -.1.........
......... IV 107g38-'.'-'----,S3423i
f.........200.
7 i . j ....... ............ .... 0
z
175,
HP) . .....P
TO.W. ......... M.
...... ..... ............
-c
LU 150.
................
—.1....... --- ......
A..........1-7
0%-- . ....... T
..........J.
. ..........
............. .............
0%: ........
j:
T 7.
:7.
J..
........ ........... .........
25,-----------........ ---------
...........
................... ..........
....................
OL-—------------ ......
........................I............. .._._,.,
....................
100 ISO 250 ...... ............... .............
0 50 ----------------
CAPACITY IN U.S.GALLONS PER MINUTE

on each side of the pipe to provide support free from yoids. final backfill only after the minimuili depth of cover has been
Care should be taken to avoid deforming, displacing, pr placed and only with Pipe 4"ipg call thici nesses greater than
damaging the pipe during this phase of the operation. that of PR-41. r
.4 Final beckfill
6.4.1 -General. After pipeline testing, final backfill shall be SECTION 7-SPI:CI4I,PQ1iST0FP AT1OiJS
placed and spread in approximately uz4ifo;m layers in such a 7.1 Bell holes for rubber Qasket JOfnt;! WheP, ;he pipe besng in=
manner as to fill the trench completely so that there will be no stalled is proyided with rubber gasket'joints, bell holes shall be
unfilled spaces under or about ;ticks or lump! of earth in the excavated in the bedding material to }llow for tTte unobstructed
backfill. Final backfdl shall be free of large rocks, frozen clods assembly of the joint.Care should be taken that the bell hole is no
and other debris greater than 76 mm(3 in.)in diameter.Rolling larger than necessary to accomplish proper joigt.assembly,When}the
equipment or heavy tampers should be used to consolidate the joint has been made, the bell hole should be carefully filled with
TABLE 11-THRUST BLOCKING AMP ANCHORS FOR UNDERGROUND;RRIGATION?J?F!,IAJES
Step 1. Multiply the working pressure by the appropriate value '
N•!s►e •; • shown)n the following table to obtain tota_1 thrust in'N•(lb).'
r •r3•e-
'
?l�,•ra •sr. PIPELINE THRUST FACTORS!, �
@ q' a;':•�°a�0 Pipe Size Dead End 90° •45° 22-Ile
.!t •�d'y�. in. mm or Tee Elbow Elbow Elbow
1-1/2 38.1 2.94 4.16 2.25 1.15
2 50.8 4.56 6.45 3.50 1.78
2-1/2 63.5 6.65 9.40 5.10 2.60
3 76.2 9.8Q 13.9 7.51 3.82
3-1/2 88.6 12.8 18.1 9.81 4.99
4 201.6 16.2 23.0 12.4 6.31
6 127.Q 24.7 35.Q 18.9 9.63
6 162.4. 34.8 49:2 26.7 13.6
203.2 6i.b 83.5 46.2 23.0
+ '. .�dqy l A:6• 10 254.0 91.5 130.0 70.0 $5.8
'+:i e q� �y:•' . �:Pa 12 304.8 129.0 182.0 98.5 50.3
Solr D; li w J
a. li�• * Based on thrust per kPa(psi)pressure :....:
t Blocking for cross may not be needed w 1b long branch lines.
.�rn:�e• 1�'p 1�L.re Step 2. Determine the peering strength of fe #qll from the table
below:
•:d la BEARING STRENGTH OF SOILS 1
,
Soils and Safe Bearing Loads lb' 2 kPa
Sound Shale 19 00q 478.6
Cemented Gravel and Sand
difficult to pick 4 000 191.5
Coarse and fine compact Sand 3 000 143.6
�e�.s!s I�j!ppa Medium Clay-Can be spaded 2000 96.8
�i.e•
l,a�• 'si,°�� Soft Clay 1 000 47.9
-� Ji.O. •j:0. Muck Q 0
• •k� �I.p A..
'e
Step 3• Divide the total thrust obtained in Step 1 by'the bearing
strength of the soli to get the area needed,m2(ft2).
SIDE THRUST ALTERNATE PROCEDURE
Pipe Size Side Thrust-per Degree!
in. mm lb N
1-1/2 38.1 5.1 22.7
° 2 50.8 7.9 35.1
2-1/2 63.5 11.6 51.6
3 76.2 17.1 76.1
3-1/2 88.9 22.4 99.6
4 101.6 28.3 125.6
s *t 5 127.0 - 43.1 191.7
6 152.4 60.8 270.5
8 203.2 103.0 458.2
10 254.0 160.0 711.7
r. y
12 304.8 225.0 1000.8
t * Based on side thrust per 689 kPa(100 psi)pressure per degree of
deflection.
i
• D•s a°P7b,
p;'''i°p:•t+ NOTE; Multiply side thrust from table by degrees of deflection
times kPa (psi)divided by 100 to obtain total side thrust In N(lb).

�f :.ri t-
•ti•f}
7 '
Figure 2. Anchorage 6locks for in-line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs . for test pressure in j2si
Pipe Diameter 100 PSI 110 PSI 200 PSI 250 PSI
( inches) ---
1z 295 440 590 740
2 455 680 910 1140
2 z 660 990 132-0 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 64'90- 9740 13,Od0 16,200
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 26,600 39,800 53,100 66,400
i
Water Quality
r QOnnai opMtiF',,S

1
Table 2. . .Factors .for Calculating Thrust W for
Elbows and Tees.
Elbows: 900 = 1.41 Tees = 0.70 L
600 = 1.00
450 = 0.76
300 = 0.52
22:50 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load.
Soil lb/ft2
Mulch, peat and similar 0
Soft Clay 1000 010�
Sand 2000
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale I10,000
Thrust block area (ft2) -_ W -_ Thrust (Table 1 & Table 2)
FrSoil bearing strengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being. used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, -backhoes , or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However., if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

FRICTION LOSS. CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
O 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1.11
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
240 2.67 .95 .40 .10
260 3.10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 _17
320 4.56 1.62 .69 .19
340 5.10 1.82 .77 .21
360 5.67 2.02 .86 .24
4 380 6.26 2.22 .95 .26
400 6.90 2.45 1.04 .28 10
420 2.69 1.14 .31 .10
440 2.92 1.25 .34 .11
460 3.18 1.35 .37 .12
480 3.44 1.46 .41 .14 _
500 3.70 1.58 .43 .15 .060
550 1.89 .52 .18 .083
600 2.22 .61 .21 .096
650 2.58 .71 .24 .110
700 2.96 .81 .28 .125
750 3.36 .93 .32 .141
800 3.78 1.04 .36 .158
850 4.24 1.17 .40 .175
900 Table based on Hazen-Williams 4.71 1.30 .44 .194
950 equation-Cw= 150 5.21 1.44 .49 .213
1000 5.73 1.58 .54 .233
1%To find friction head loss in
1050 PVC pipe having a standard 1.73 .59 .254
1100 dimension ratio other than 21, 1.88 .65 .276
1150 the values in the table should 2.05 .70 .298
1200 be multiplied by the 2.21 .76 .322
1250 appropriate conversion factor 2•39 .82 .346
1300 (F) shown below: 2.57 .88 .371
1350 2.76 .95 .397
1400 2.95 1.01 .423
1450 SDR PR F 3.16 1.08 .451
1500 21 200 PSI 1.00 3.35 1.15 .508
1600 26 160 PSI .91 1.30 .568
1700 32.5 125 PSI .84 1.45 .632
1800 41 100 PSI .785 1.62 .698
1900 51 80 PSI .75 1.79 .767
2000 64 63 PSI .71" J
1.97 .840
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feet per second are not recommended.
Page 2 �^

FRICTION LOSS IN POLYETHYLENE HOSE
P.S.I. FRICTION LOSS PER 100 FEET POLYETHELIHE IRRI6ATION HOSE (WATER)
O.D. MM 135 125 120 110 90 B2 75,.._. 63 50 40
I.D. IRS. 4.5 4.1 4.0 3.7 3 2.7 2.1 1.60 1.30
SAL/ 10 - - - - - - - - - - - - - - - - 0.9
MR. 20 - - - - - - - - - - - - - - 1.1 3.1
30 - - - - - - - - - - - - 2.3 6.6
_ _ _ _ - - - - - - - - 1.4 4.0 11.2
54 - - - - - - - - - - - - 2.1 1.0 16.9
60 - - - - - - - - - - 1.2 2.9 8.4 - -
70 - - - - - - - - - - 1.0 1.6 3.9 11.2 - -
BO _ _ _ _ _ _ - - - - 1.3 2,0 4.9 14.4 - -
90 - - - - - - - - 1.6 2.5 6.1 - - - -
100 - - - - - - - - 1.1 1.9 3.0 7.5 - - - -
110 - - - - - - - - 1.3 2.3 3.6 8.9 - - - -
120 - - - - - - - - 116 2.7 �10.5 - - - -
130 - - - - - - 0.7 I.B 3.1 4,q Y.5 _ _
140 - - - - - - 0.8 2.1 3.6 5.6 - -
150 - - - - - - 0.9 2.4 4.1 6.4 - -
160 - - - - - - 1.0 2.7 4.6 7.2 - -
170 - - - - - - 1.2 3.0 5.2 B.1 - -
160 - - - - 0.9 1.3 3.4 5.7 B.9 - -
190 - - - - 1.0 1.4 3.7 6.3 919 - -
200 - - 0.9 1.1 1.6 4.1 T.0
210 - - 0.9 -1.2 1,7 4,5 7.6
220 - - 1.0 1.3 1.4 4.9 8.3 - - - - - - - "
230 - - 1.1 1,4 2.1 5.3 9.0
240 - - 1.2 1.5 2.2 5.7 9.8
250 0.9 1.3 1.6 2.4 6.2
260 1.0 1.4 1.7 2.6 6.6
270 1.0 1.5 1.9 2,B 7.1 -
260 1.1 1.6 2.0 3.0 7.6 - - - - - - - - " "
.. r
290 J.2 1.7 2.1 3.2 8.1 -
300 1.2 1.B 2.2 3.4 8.6 - -
310 1.3 1.9 2.4 3.6 942 - - -
320 114 2.0 2.5 3.8 9.7. - -
330 1.5 2.2 2.7 4.0
340 1.6 2.3 2.8 4.2
350 1.7 2.4 3,0- 4,5
360 1.7 2.5 3.2 4.7
370 1.8 2.7 3.3 4.9 - - - - - - - - - " " -
360 1.9 2.8 3.5 5.2
390 1 2.0 2.9 3.7 5.5 - - - - - - - - - - " '
00 1 2.1 3.1 3.8 5.7 - - - - - - - - - " ' "
420 2.3 3.4 4.2 6.3
49 2.5 3.7 4.6 6.8 - - - - - - - - ' - " '
460 2.7 4.0 5.0 7.4
480 3.0 4.3 5.4 8,0
' 500 3.2 4.6 5.8 - - - - - - - - - - - - - -

INSTALLATION 1
Table 4. VESCRIPTION OF F.MllF,DhlrNT MATERIAL CLAtitilflC'ATIUNti
SUIL SOIL UILCC¢IrTI(1>OF -
Diamond Agricultural PVC Pipe should be assembled and CLASS TYl1K MATERIAL CLASSIEIC'ATIUh'
installed with uniform and continuous support from a firm C1.,,IS�i1,• M.nuf.wrcd.nll..�„n„I.m.Ini.,.,r.wl IR nrnr.th.,+lln,
base in accordance with the installation procedures provided rl^dinl mow Ali h,.ing rcgux 1 l;Jnir ,,nr.arch..c...h;d
ca.1.crvlhrd clap.c:nda.a—10 d IWU.
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket-sized" edition is available from our cl.,11Scih•• cw w.Il-&;dd�r••.11•A ••rt,.ndmilrrll•'ink^,r.,(m.,
Y K(,.I;-r .:ned on No.a Mac h-95%,ru,n;J.n Nu:Iwl s;,.r
representative or from Diamond Plastics Corporation.)
CP Pmdy ,.did Xu ch.W Fn d.aw mi.m,a,hnk,r�,6n.•. 4rs m n„xr..[
rr(r ti-ailoi-d-N^..,4r Mruc Nan 95%.,u,m l un N...4.1.ir,r
Embedment materials are to be in accordance with soil `I"
SW
Wrlbsrd.•J,uW,will gn..•Ily sanJ1,4nk u.n•r Ln.y.M.xr Ivan pY(.,f r.•ur•
classifications listed under Unified Soil Classification Ira•,i„n P ,Nn.a,:..`. h<.r.,han 95i.a-I,rn J.„N.,:Iwl..:,; ['I;.n
System, ASTM D2487.and ASTM D2488. Sr Pr ly g,.did land,. p ,li,.W,.11 „,.„,61.E 1,1. N.51W..(c•uu;
P.,",N..w s:c.r. M.rr Nan Yi%n•,.m,•J..n N..:1.1„rr.•.C7:ur.
C'hv III Suds•'• GM Shcy g,...11,gra.cl,a,W a.h n,I.Iurea. 10%ur nunr••!r..r,.•h.,„•n I;,arn.-J.m
Te assemble, clean mating surfaces of the bell, spigot, and N...lir.r. ill-Mrt n,,,nrdn N. .11v
gasket. Apply gasket lubricant (furnished by Diamond cc CI.yr7 t,..c•11.R,.+`-l.,a rla,.miu„rra 5( ..,..„.,:..f,.,,.:I.,.,,..,,,:I...rrJ
Plastics Corporation) to the entire spigot end up to the ^n Nu.4 d..r. M",.Iha1 MIq"�`nrJ,n M. N..
SM S,IIy swills.xmw-till nu r. Mn.c,L.n Mr;..l.u., f.,.u.u,P,,,,nu a
reference nark. Also, apply lubricant to the contact surface Mrn. 50£,r,a+. 'N..7(xl­
of the gasket. SC Clc.yry a-do..-J-1'hy...
.' „ I.f.n.th—S"i.•f....,.:6.....,,., N..
Lhan a
r. Mart $0%,c ncJ N...NXI ..
With the pipe in straight alignment, us the ML Inn,cancl:t....•yrnc &.Y kn1 . a., rL.. '„.. I. 1 ",III
push h spigot into sour k,l. s7s,x ,r Paa',N.r.:IRI,
the bell up to the insertion line. If a pry bar is used to a ^•.r n.cr-1,;t..11...,..n,;J.rn11.1••I.r,I>.,.,.:II;•:••• •.••'•„ h,•,,,•.
Ir,n cla,s. I.iyuiJ hour 4r:w Iraq SIr;,•r un.n-,.,..,.�..;..�..:.:
apply force, Elie pipe should be protected by placing a board ,.111 In Iy.,..r, nr• J..I.. , ,,
between the bar and the pipe. !r`•a,;, 504. 51,q I,. N.. ,
0i Iru,rg and chy,of high PI.. N,rl.ya L-,„..I 1-n- , .I..,
m nI.P.aar,Nn.71g1 u:•e
If norrhal force does not complete the joint, disassemble the 2 l.tir.J 1 r.Jr 1 1 I ..,,...
joint and examine the parts to make ceiJan they are free of 5(i^,mnrrPas,raN,i =�I>•;•r
obstructions. Visually inspect the completed joint to insure 'X.IW-11.1 o m.f di..,A,n wigh,Ilw,I„,17 L J I.............
re P...,No.700­­
PrN,,,MI•; tr;
1 I mo
the gasket has not been dislodged. J
1 Pm(.mart W olhn Highly mFmrc nil..
1
$n,h ue as,h-hncd in ASTM D 7wg7,.Kepi lur Cha.1 nra,,..I.-h.h Ia J46 1.^A>7'ht II;(;I
In a.zn,da,r,-e,.-i,h ASTM 0 2487.Icss Ihan 5%1„Nn!(CI ti.-•..
'•'•In u.d,n v h ASTM 0 1497.'l.it,.-nh 3', . 12%Pam s R Vu -1 ..... f,!1 ,I.0 Jrr hn;
cl,siificalir.I Ihwl i,m chu.c imic a Class it Nan of Chs,III`
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The hallRChln� areS n]OS[ t171 PIOr[ Of important [0 the Support
OF PLACEME\7 AS PERCENT OF STANDARD PROCTOR a a 1 P
DENSITY OR RELATIVE DENSITY' PVC pipe. For good support, die haunching area Should be
FOR GRANULAR MATERIALS IN PARENTHESIS— compacted to the densities given In the Long "1 eon
CLASS OF EMBEDMENT I If Ill IV Deflection CharE.
Mwnufataun,d
MATERIAL DESCRIPTION GnnuLv Sand and Gnad hliacdCrmn Fire Grain
h(aluials Soils�Chan Stills Stills
Figure 2
OPlimwn murslurc con¢m ran6c 9-I: 9 Is 6-30
hm l 1.of dry.eight I'
I
Sod Concuhdatron Mcd W R of Plocttr for Rcb:I.u)Dcnnly Rwngc to ...
Con,pucl by Po.c,Umper 95-100 9510) I 95100 90-100 >i
a no,ncr (75-100) ,8410:1 J
1. 1
Den„r)b,p.7r bit M95 ntW 80 95 75-90
drm,rs (60.75) 160
Cun,91.d,Ic by uwnuon 8495 so CS �� 1 n:''•I
((,075) (6)7c;;
(w-60) 1
I U.)tun '4 -•••
D 60 h0 !10 RIl (075 n t
lrJ Rfl —fr) Ifl wl._ ![,)5 '<y,;...,J.;;.:.:..',:..,:;.:�?:i�'•:;�.:�•� ;.' \�.•...... I.
J v.i i t
IAO•rAl 1591 U71
__ _ 5i%mil�fJ�=��V'f/f`,5.•
kcl,u,r d•m..�, .,xr.l m r-c.0—,
.. Ihn s,ld. I _ •PD'n ,Ir Runk'drl�.n% ug,P-. �„.1.....���.,I „rJ dnuul;n>,......
curl hr,l>Ill.�.I,,..ualuW r n n ddlr,r,x r 11„fa..I.r�l Il�r V':r�... •..I.II Iu Irru.�Ji I;uulL.t c nul�>
�• ",••�^�•....,r Jrt•gn u AI lu,l Jr a�Rn ,Irr.aM1,uil�:I J... I I„.I.. „,;ulh•,Irx,r„��t„

Irrigation Water Conveyance semicircular bottom that closely fits the pipe, the width
shall not exceed the Outside diameter of the pipe by
High-Pressure, Underground, Plastic more that 10 percent.
Pipeline Specifications The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging. Clods, rocks, and uneven
spots that can damage the pipe or cause nonuniform sup-
lnstalWbo-n port shall be removed.
if rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under-
Minimum depth of CO%w- Pipe shall be installed at suf ii- cut a minimum of 4 in below final grade and filled with bed-
cient depth below the ground surface to provide protection ding material consisting of sand or compacted fine-grained
from hazards imposed by traffic crossings, farming opera- soils.
tions, freezing temperatures, or soil cracking. the minimum Pipelines having a diameter of 1h through 21h in that are
depth of cover for pipe susceptible to any of these hazards to be placed in areas not subject to vehicular loads and in
shall be: soils that do not crack appreciably when dry may be placed
by using "plow-in" equipment instead of conventional
_ Pipe diameter Depth of cover trenching.
h In Provisions shall be made to insure safe working condi-
'�'n'��2'h ....... 1e tions where unstable soil,trench depth, or other conditions
3 through 5...................................................................1 24 can be hazardous to personnel working in the trench.
6 or mom. 30
Placement. Care shall be taken to prevent permanent dis-
In areas where the pipe will not be susceptible to freez. tortion and damage when handling the pipe during unusu-
ing and vehicular or cultivation hazards and the soils do not ally warm or cold weather.The pipe shall be allowed to
crack appreciably when dry, the minimum depth of cover come within a few degrees of the temperature it will have
may be reduced to: after it is completely covered before placing the backfill,
other than that needed for shading, or before connecting
Pipe diameter Depth of cover the pipe to other facilities.The pipe shall be uniformly and
ti h continuously supported over its entire length on firm stable
'k through 1'/i.............................................................. 8
material. Blocking or mounding shall not be used to bring
2 through 3........................................................................... 12 the pipe to final grade.
4 through a.........._...................................................... 18 For pipe with bell joints, bell holes shall be excavated in
Mors than 6............_..................................................... 24 the bedding material, as needed,to allow for unobstructed
i assembly of the joint and to permit the body of the pipe to
In cranberry bops where the pipe is not susceptible to be in contact with the bedding material throughout its
freezing and heavy equipment is never allowed,the mini- length.
mum depth of cover may be 6 in for a 64n diameter pipe
and 12 in for a larger pipe. Joints and connections.All joints and connections shall
The minimum cover for polyethylene pipe is 6 in but may be designed and constructed to withstand the design maxi-
be reduced to 2 in where conditions warrant.The minimum mum working pressure for the pipeline without leakage and
cover for PVC pipe in cranberry bogs,where the pipe is to to leave the inside of the line tree of any obstruction that
be Protected from freezing after winter flooding,shall be 12 may tend to reduce its capacity below design requirements.
in, if the winter flood equals or exceeds 12 in. Where the All fittings,
Winter flood is less than 12 in. the top of the pipe shall be crosses, shall sbe uch n stalled as paccordi g to he recomr.nlings, reducers, bends, end and
at least 24 in below the water surface.Solvent-welded joints tions of the pipe manufacturet
shall be used at all connections of PVC pipe where peat Fittings made of steel or other metals susceptible to cor-
and muck exist in their normal layered pattem. Rubber rosion shall be adequately protected by being wrapped with
gasket)mom may be used lolling normal bedding Pry plastic tape or by being coated with a substance that has
dures where coarse sand or cement layers exist• high corrosion-preventative qualities. If plastic At low places on the ground surface, extra fill m be P tape is used,
Placed over the i line to � all surfaces shall be thoroughly cleaned and coated with a
P Ps provide the minimum depth of primer compatible with the tape before wrapping.
cover. The top width of the fill shall then be no less than 10
ft and the side slopes no steeper than 6:1. If extra protec-
tion is needed at vehicle crossings, encasement pipe or Thrust blocks.Thrust blocks must be formed against a
COW approved methods may be used, solid hand-excavated trench wall undamaged by mechani-
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
Trench construction. The trench at any point below
the t Of the to the height oA the outside diameter of the pipe or as spec-
the pipe shall be only wide enough to permit ified by the manufacturer.
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under.the Testing.The pipeline shall be tested for pressure strength.
haunches and along.the side of the pipe. The maximum leakage, and proper functioning. The tests may be per-
trench width shall be 36 in greater than the diameter of forted before backfilling or anytime after the pipeline is
the pipe. if the trench is precision excavated and has a ready for service.
SCS, January 1989

Irrigation Water Conveyance 43U-llll__�)
Tests for pressure strength and leaks shall be accom- Certifywith supporting
Ilshed b inspecting the pipeline and appurtenances while r Pportfie test results that the pipe meets the
R� Y • P 9 P•P PP requirements specified in this standard. The seal of
the maximum working pressure is maintained and all joints approval of a recognized laboratory on pipe bearing one of
and connections are uncovered, or by observing normal the ASTM designations listed in this standard may be
operation of the pipeline after it is put into service. Partial accepted for this certification.
backfills needed to hold the pipe in place during testing The installing contractor shall certify that his or her instal-
shall be placed as specified in "Initial Backfill." Any leaks lation complies with the requirements of this standard. He
shall be repaired and the system retested. or she shall furnish a written guarantee that protects the
The pipeline shall be tested to insure that it functions owner against defective workmanship and materials for not
properly at design capacity.At or below design capacity less than 1 year. The certification identifies the manufac-
there shall be no objectionable flow conditions. Objectiona- turer and markings of the Pipe used.
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves. Materials
Initial backfill. Hand, mechanical, or water packing meth- Qua!i of Plastic i
ods may be used. pipe.Pe• The compound used in manufac-
turing the pipe shall meet the requirements of one of the
The initial backfill material shall be soil or sand that is following materials:
free from rocks or stones larger than 1 in, in diameter. At
the time of placement, the moisture content of the material 1. Polyvinyl chloride PVC as s
shall be such that the required degree of compaction can ( peClfied in ASTM-f>_1784.
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be Code
displaced. excessively deformed, or damaged. Material
If backfilling is done by hand or mechanical means, the Type 1,Grade 1....................................... 12454-8
initial fill shall be compacted firmly around and above the Type I,Grade 2......................................................... 124S4-C
pipe as required to Type It.Grade t......................................... .... 14333-0
q provide adequate lateral support to the ""'""".
PIPe• 2. Acrylonitrile-butadieno- rene ABS as If the water packing method is used, the pipeline first ) specified in
shall be filled with water. The initial backfill before wetting ASTM-D-1788
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished Code
by adding enough water to diked reaches of the french to Material classification
Type 1.Grade 2........... .................
thoroughly saturate the initial backfill without excessive -••••-•••-•-----••--••- � 5-2-2
pooling. After the backfill is saturated, the pipeline shall Type 1,Grade 3.........................................
5-5
remain full until after the final backfill is made. The wetted °I1,Grade 1•..••..•- -.-.----- " 4�g
fill shall be allowed to dry until firm before beginning the 3. Polyethylene(PE)as specified in ASTM-D-1248.
final backfill.
Final backfill. The final backfill material shall be free of Code
large rocks, frozen clods, and other debris greater than 3 Material classification
in. in diameter. The material shall be placed and spread in Grade P14.Class C....................... IC-P14
...
approximately uniform layers so that there will be no Grade P23,Class C............................. ........ HIC-p23
.............
Grade P33,Class C.................._...... IIIC-P33
unfilled spaces in the backfill and the backfill will be level Grade P34,Class C........•-.-......•... '
with the natural ground or at the design grade required to ........••- �•' lVC-P34
provide the minimum depth of cover after settlement. Roll- The pipe shall be homogeneous throughout and tree
ing equipment shall not be used to consolidate the final from visible cracks, holes, foreign matter, or other defects.
backfill until the specified minimum depth of cover has The pipe shall be as uniform in color, opacity, density, and
been placed, other physical properties as is commercially practicable.
All special backfilling requirements of the pipe manufac-
turer shall be met. Pipe requirements.All pipe installed under this standard
shall be pressure rated for water.
Basis of acceptance. The acceptability of the pipeline The relationship between standard dimension ratios,
shall be determined by inspections to check compliance dimensions, hydrostatic design stresses,and pressure rat-
with all the provisions of this standard with respect to the ings shall be determined by one of the following formulas:
design of the line, the pipe and pipe marking, the appurte- For PVC,ABS, and PE pipe with outside diameter
nances, and the minimum installation requirements. controlled:
Certifications and guarantee. If requested by the state
conservation engineer, a qualified testing laboratory must P ' D.
-1 or P . R-1
SCS, January 1989

General Installation Thrust Blocking 2. The final backfill maythenbe made in
Recommendations: As with other push-fit rubber gasketed the usual manner, but care should be
joints, the pipe will not take end thrust taken not to dump large rocks or heavy
R GASKET PIPE without restraints. Thrust blocks are objects on the initial backfill and pipeline.
usually required at dead ends and 3. If the joints and sittings must be left
wherever the line changes direction of exposed while under test, backfill to
30 degrees or more. within one foot of each side of the joint
Installation 1. Thrust blocks shall be placed so that or fitting to prevent deflection of the
the bearin pipe while under test pressures.
Excavation, Laying,Testing, and Back- g surface is In direct line with
filling Instructions are usually provided the major force created by the pipe or
bythe Engineer 16 charge of the project. fitting. Concrete having a compressive
Reference may also be made to Ameri- strength of 2000 psl is the recommended Testing
can Society for Testing and Materials blocking material, and may be poured
Standard, ASTM D•2774"Recommended between the simplest of forms and the 1. ALL AIR IN THE PIPELINE SHALL BE
Practice for Underground Installation of undisturbed earth bearing surfaces. BLED OFF CAREFULLY WHILE FILLING
Thermoplastic Pressure Piping." 2.Thrust blocking size may be calculated THE LINEWITH WATER FOR TESTING.
as follows: Entrapped air in the line can cause ex-
a)Multiplythe pressure level desired cessive test pressures, and create un-
for testing by the value shown in the necessary problems. Air shall be bled
Excavation table for thrust on fittings: off at the high spots in the line. Air
1. The trench bottom shall be stable, removal may also be accomplished by
pushing a foam plug through the line by
continuous, relatively smooth,and free
incoming water pressure.
of rocks or other objects detrimental to Thrust in Pounds 2. Test pressures may be 11/2 times the
the pipe. it shall provide continuous designed operating pressure of the
support for the pipe,and bell holes shall pipeline,but shall not exceed the maxi-
be provided for the bell and spigot joints, Pipe 90 ii4
Dead End mum pressure rating.of the pipe.
valves, and other system components Size Elbow or Tee 3. After pressure test and acceptance
that might act as a fulcrum. When made s" as.7a 3s.10of testing,the uncovered joints and fit-
through arock cut, at least 4"of compacted satisfactory bedding material 8" 82.61 61.18 tings shall be initially backfilled with
shall be provided. 10" 12B.Ba 95.05waif compacted soil, and then covered
2. The trench depth shall place the pipe 12" 180.54 77.23 133.7o with final backfill.
4. Hydraulic pressure testing of the
lip-at least 6"below the lowest recorded pipeline shall be carried out initially at
f:' lepth,and shall place the pipeline intervals not exceeding 500 yards and
dean at leastgj"below grade. thereafter at intervals not exceeding
3. The trench width atthe top of the pipe 1,000 yards.
shall be as narrow as practical to allow b)Determine the bearing strength of
adequate room for joining the pipe and the soil from the following table:
to allow proper compaction of the sidefill.
Miff een BEARING STRENGTH OF SOILS Radius Bends
SOIL 16.per Sq Ft Gradual change of direction may be
4. Pipelines shall be cased,bridged,or Muck,peat,etc. o achieved by deflecting or cocking RIEBER
otherwise protected at locations where Soft clay 1 000
they will be subject to heavy surface Sand Joints a maximum of 3 degrees without
loads due to shallow burial. Casingshall 2 00o affecting the hydraulic seal of the joint.
Sand and gravel 3,000 Offsets are made only after the straight
also be used in spanning creeks and Sand and gravel cemented with clay 4,00o in-line assembly is made. Deflections at
gullies, extending 8 ft.on either side of Hard shale 10,00o the joint and minimum curve radii (ft.)
the creek or gully. obtainable are listed below:
Jointing c)Divide the total thrust on the fitting D
egree
(step a) by the bearing strength of Radius,feet
1. The pipe shall be jointed in the trench, the soil (step b). The result is the 1,15(r
or above ground;in accordance with the square feet of area needed on the
Jointing Instructions. face of the thrust block 572'
2. it is important that the gasket be clean d) Thrust blocks should haunch the 381'
and properly seated,the spigot end well pipe or fitting, not encase it.
•ubricated,and the bell and spigot ends
aligned correctly in both-planes.
3. If jointing is done above ground,care
should be taken when lowering pipe into Baekfi I I i ng
the trench that the depth of the joint entry 1. Place select backfill and compact
remains correct. Check that the depth
off -v mark on the spigot ends is fl ush under the haunch, along the sides m-
wi, a face of the bell. Jointing of 6" and over the top of the pipe to a co
-and large pipe Is usually done in tAe trench. pacted depth of at least 6". This backfill
shall be soils that allow good compaction
similar device be used to assemble pipee..
. AT NO TIME should aback-hoe and placed in 6"layers,wellcompacted.
It shall be free of rocks,frozen clods,or
other hard objects.
-4-

Field Calibration ProcedureS..".
for Animal Wastewater App!!qt-,ioh.-.Equipment
I
HARD HOSE AND
CABLE TOW TRAV
ELFR
IRRIGATION SYSTE
JN�
-In
.2
North.-C6671nO-C oOperctive
North Cqfoj1n,,g',Stui2:University
—7

' Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE calibrated or evaluated in accordance with existing design charts and tables
TOW TRAVELER according to state rules that went into effect September 1, 1996. Technical
IRRIGATION SYSTEM Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems_as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
General Guidelines
average application volume and application unifor-
Operating an irrigation system differently than mity.
assumed in the design will alter the application rate, An in-line flow meter installed in the main
uniformity of coverage, and subsequently the applica- ; irrigation line provides a good estimate of the total
lion uniformity. Operating with excessive pressure volume pumped from the lagoon during-each irriga-
results in smaller droplets,greater potential for drift, tion cycle.The average application depth can be
and accelerates wear of the sprinkler nozzle.Pump determined by dividing the pumped volume by the
wear tends to reduce operating pressure and flow. ; application area.The average application depth is
With continued use,nozzle wear results in an increase computed from the formula:
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter. Average application depth (inches)_
Clogging of nozzles or crystallization of main lines Volume pumped (gallons)
can result in increased pump pressure but reduced 27,154(gal/ac-in)X Application area(acres)
flow at the gun. Plugged intakes will reduce operating
pressure.An operating pressure below design pressure The average application depth is the average
greatly reduces the coverage diameter and application amount applied throughout the field. Unfortunately,
uniformity.Field calibration helps ensure that nutri- sprinklers do not apply the same depth of water
ents from animal waste are applied uniformly and at throughout their wetted diameter;Under normal
)er rates. operating conditions,application depth decreases
The calibration of a hard hose or cable tow system towards the outer perimeter of the wetted diameter.
involves setting out collection containers,operating Big gun sprinkler systems typically have overlap
the system,measuring the amount of wastewater based on a design sprinkler spacing of 70 to 80
collected in each container, and then computing the percent of the wetted sprinkler diameter to compen-

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer The volume(depth)collected during calibration
perimeter.When operated at the design pressure, this should be read soon after the sprinkler gun cart has
overlap results in acceptable application uniformity. moved one wetted radius past the collection gauges
When operated improperly,well-designed systems to minimize evaporation from the rain gauge.Where
will not provide acceptable application uniformity. a procedure must be performed more than once,
For example, if the pressure is too low, the applica- c containers should be read and values recorded
tion depth will be several times higher near the ' immediately after each setup.
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers' Calibration Setup for Hard Hose and
charts. Even through the average application depth Cable TOW Traveling Guns
may be acceptable,some areas receive excessively
high application while others receive no application Hard hose and cable tow traveling guns are calibrated
at all. by placing a row(transect) of collection containers or
When applying wastewater high in nutrients, it is gauges perpendicular to the direction of travel, Figure
important to determine the application uniformity. '• 1.The outer gauge on each end of the row should
Collection containers distributed throughout the extend past the furthest distance the gun will throw
application area must be used to evaluate application wastewater to ensure that the calibration is performed
uniforrni on the"full"wetted diameter of the gun sprinkler.
Many types of containers can be used to collect Multiple rows increase the accuracy of the calibration.
flow and determine the application uniformity. Containers should be spaced no further apart than
Standard rain gauges work best and are recom- 1/16 of the wetted diameter of the gun sprinkler not
mended because they already have a graduated scale to exceed 25 feet.At least 16 gauges should be used in
from which to read the application depth. the calibration. Sixteen gauges will be adequate
Pans, plastic buckets, jars, or anything with a except for large guns where the wetted diameter
uniform opening and cross section can be used
exceeds 400 feet.
provided the container is deep enough(at least 4 (Maximum recommended spacing between
inches deep)to prevent splash and excessive evapora- gauges, 25 feet X 16=400 feet.) Gauges should be set
tion,and the liquid collected can be easily trans-
at least one full wetted diameter of throw from either
ferred to a scaled container for measuring.All con- end of the travel lane, as shown in Figure 1.
tainers should be the same size and shape to simplify The system should be operated such that the
application depth computations. minimum travel distance of the gun cart exceeds the
All collection containers should be set up at the ` Vetted diameter of throw.Application volumes
same height relative to the height of the sprinkler should be read as soon as the last gauges stop being
nozzle(discharge elevation). Normally, the top of wetted.
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop.The crop
canopy should be trimmed to preclude interference
or splash into the collection.container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration c
can be performed anytime when wind velocity is less
than 5 mph.
n

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart
Left Right
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
collection > 00000000 00000000
gauges
Gun
cart
Direction of travel \
-Wetted diameter At least one wetted
(320 feet) �� diameter end of field
I
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
'ez-x•• -
. CALIBRATION•PROCEDURES - - - - =',-.�.'--3..•.� !
-.;:.:Y"
- - .. •i:: .y=` rvia .r:s;,.;.r.xsr.1i;�,.;y?r _.... as,••...
c:=S�.fi,ai
1. et minetFie wetted:diameter of the gun' ,..
g .,.r,4 i:'•.'..::,'�,a. nr1=.-P.-1'>AL
�ty'.w/:•'-itl,r fxv_
.+t
{``i• .tx% .Y W:e
t
�y
1 S.
S
::2. -Determine the number of•collectiori gauges and spacing betWcen-.gauges Forz.wetted d ame er
feet the rain.gauge'spacirig should not exce ( /
ed20 feet. 320 ft 1 x :• r;, -, kz c -n G, N
R:'x',,y.', `;50 '>.r S e ms.,.
3. Label:gauges-outward.from'the undart.aseither�leftor-rJght' L1:t2L -.i---` DMIM 4''*�
9 9 (. ,.L r etcnsg
;:. t...:. R. ,. L
6i"r.
.ice:•. ,.< .•->
a
i,.. .:;tix- :?7'.':'••i: :xK.`Yr?_l•'R3 SAS:"4.s)? .:
4, :Set,qut:gauges along a row:as labeled and shown iinyF'igiire l;'e ~iiall� .s aced at the dlstance:deter
item-2 (20 feet):-The row should be at least one'wetted diameter.from either end f,tfie'ual e`
_ ::.5 , :.:, _..;..:: ::::; '.:; p= •-'?°.i3� °rc� ter:;
gauge on-each side of the travel lane should be 112 the au a s acin from'the ,•_ceritero tl ie lane r a•.:. y_
. icing o9au e s f 20 feet L and Rl should be 10 feet from the ceter"of.tfielaie=;::°•:r y....<� �i Y� ; '
�" :•, �y as�ss�.. �.:�.,.- ,
?n
:•. S. 'Operate the,s stem-for the time re 6 wired for the"gun to : 1=
P Y. q g. ompletelY pass'alf:coileetion container"s Itecor..d- _
the"startin ".dmj alai wastewater begins'to.be a' Flied aloe the: ,` ,:- yrt f% ""'rr
9pp g. rov� .of.rgauges a cj.t e'.:
whenwastewater_'no longer is being applied anywhere along the'row;'.Also;Teco�dc:the-dicta,ce�tr_aveled iq
,a y k
`feetfo a �e•� -
r.'th tim of-opera eretion: - �:'__• _
a•L R -i
Y
- 4. -
"zr:r "€s.
6:- Imme
dia •"co ram:tel. .'re ra the.amounts collected I ected, n eacti 'au• e+:�~Refer�to�•7'able 1':fo�..an:exami.
- - - - - _ :'sir:;r.:'%;? •:_:5" -1•:i��','. - ":r - �y"s,,.t�a�•x�.a'''!.'=,�_ y
Ysr.. �'�.:'�
a a
Identify those gauges.that fatl}xoutside the effective lanes acin' ;Fi "urea:=1.,is'a olu.irl.e i s >o
<• �.�mom, �„.
volumethatwould.be collected when operatirtgthe system on the`adjacent:lanet . .
µ Yc
- - __ - :.•.:, :•t•"`:::k3.yl�:-:::r'��.tt>rxiia'.'' _ ..a,J.. .:�
v
oo {r
Sue•i•rrnose-'leftto'•ri~�h�. ••v
p p . ,( g•t and`vice ersa):the'gauges'ust outside.th'e�effective:witltki"with:.the: au:-es.'
inside the'effective widt J. == ,.. ,9; J ,�: {
- _ h:.Add,the volumes together` r ..{
For.the1a out:shown in Fi•ure 2.add the:volume +de•th`collected in. au a '8= outs'e:t�i ecti'.s
Y. 9 ( pth) -9 9
'.lane'spacing)to,voiume.(depthj'collected in gauge`LS:(inside tFe,effectivelanSSpactng; l� ". s
added to L6; L8 Is added to its;and LT'1s added t6 This is now the;applica$lorrvo�urrae e`•"tla)wlthirr
t e effective acin `' F h lane sp g atljtisted for overlap. = 5 '`
J
, - .,f:%=''' •'ice" ..�'x:

Field Calibration Procedures
for Animal Wastewater Application Equipment
Lane 1 Lane 2
Reel cart --_>
Left Right
8 7 6 5 4 3 2 2 3 4 S 6 7 8
0 0 0 0 0 0 007000 0 0 0 0 0
I Left Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 I7 8 Gun
00I000000 000000 0 cart I
Direction of travel I Gun I
jj cart I
I
�I
If Effective lane s acing I
I (224 feet -�
Effective lanes acing
I` (224 feet `� I
I
I
Figure 2.Accounting for overlap I
when calibrating a hard hose traveler system.
-:CALIBR,4TION:PROCEDURES(cohtinuec� .
9."Add-the amounts-collected in'a- gauges and.divide.by the number of gauges within the effective area. Thi
-is.the-avera a a• lication de.th inches within the effective lane spacing. s
9. PP: p.. Cinches)
.
Sum of amounts colle.y collected'in all gauges
t ,Verage application-:depth�=
::_,:;:• _ rnber of gauges.within effective 9 9 width
10.Calculate the deviation`depth.fo�`each gauge:::The deviation depth is the diffe 1 f p rence between each
indiv1dual'gauge:value:and the average value of all gauges(#2). Record•the absolute value of each
deviation'Yciepth Absolute value means the'sign of the number(negative sign) is dropped and all values are
:•' treated as positive.The'symbol-for absolute value is a straight thin line. For example, 121 means treat the
=number 2 as:an absolute value: It does not mean the number 121. Because this symbol can lead to
:misunderstandings, lflinot used with numbers in the worksheets at the end of this publication.The
;;.:symbol is:used in formulas in the text:
.=: i7eyiation depth=iDeptl i collected in gauge '7 average application depths
i ::jref
ers to the:gauge number..
11.Add ariiounts In•410 to get"sum of the deviations"-from the average depth and divide by the number of
gauges to get the average,deviation.`
sum oaf deviations(add amounts computed in.#10)
_ Ayerage`deviation'depth=
Number of gauges-within effective lane spacing .
f12.The precipitation rate(inches/hour).is computed by dividing the average:application depth(inch).(#9)b
the application.time(Hours)-6 y
:Average application depth(inch)
Precipitation rate:= -
Application time(hours)

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
CALIBRATION PROCEDURES(continuer.!)
13.Compute the average travel speed
Distance traveled(feet)
Average travel speed=
Time(minutes)
14.Determine the application uniformity.The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9)—Average deviation(#11)
Average depth(#9)
15.Interpret the calibration results.The higher the index value, the more uniform the application.An index of
1.00 would mean that the uniformity is perfect—the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the"good" range and is acceptable for wastewater
application.
' Generally,an application uniformity below 70 is considered unacceptable for wastewater irrigation using
" travelers. If the computed Uc is less than 70,system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers'Specifications: Gun Model 150 Type Taner Bore
Nozzle Dia.0.9 inch Pressure(Gun)70 si Reel 105 psi
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197 GPM
Hose Size:Length 800 ft Diameter 3 in
b. Spacing between collection containers(spacing 320(ft)/ 16)=20 ft
c. Number of gauges=16 y
d. Start of Irrigation event 7:15 a.m.
e. End of Irrigation event 90Q-.m,
f. . Duration (e-d) 105 minutes
y g. Travel distance 320 feet
h. Operate thesystem and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data(continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches) (inches)
Ll 10 .94 .94 .235 (1 -j)
L2 30 .80 .80 .095 (2-j)
L3 50 .59 .59 .115 (etc)
L4 70 .61 .61 .095
L5 90 .50 .13 .63 .075
1-6, 110 .42 .20 .62 .085
L7 130 .33
L8 150 .07
R1 10 .73 .73 .025
R2 30 .81 .81 .105
R3 50 .92 .92 .215
R4 70 .64 .64 .065
R5 90 .50 .07 .57 .135
R6 110 .27 .33 .60 .105
R7 130 .20
R8. 150 .13
'Absolute value;treat all values as positive.
1. Sum of all volumes collected in#h $46 inches
j: Average catch (i/number of gauges within effective width (12) 0.705 inches
Distance traveled(ft) 320 ft
k. Compute the average travel speed= = 3.04 ftlmin
Time(min) 105 min
average depth(inches) 0.705 in
I. Precipitation rate= _ =0.40 in hr
application time(hour) .1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705-0.113
U,=. X 100=84
.0.705
p. Interpret results.Uniformity coefficient of 84 is in the good range fora traveler system. No adjustment "
is necessary.

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
a"
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers'Specifications: Gun Model Type
Nozzle Dia. ------in Pressure(Gun). (Reel)
Wetted diameter ft Effective Spacing ft Flow ` GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers(diameter ;ft)/16)= ft
C. wetted diameter(ft)
Number of gauges=
gauge spacing (ft)
Una 1 lane 2
d. Start of Irrigation event """"`
Left Fight
e. End of Irrigation event 8 7 6 3 + 3 2 1 1 z 3 , 5 67 9
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
lift ,"° I I
6 71*, , S 6 17 6 Cut
f. Duration (e-d)
min 0 0100 O "'t I
Direction of travelg. Travel distance feetIII .• �pa Ih. Operate the system, collect data, Utectilvell�4 c6+gand record on the worksheet on page 8. 14 _�,1
I. Sum of all catches _ inches eeU 1
j. Average catch (i/number of gauges)— _ inches I I
I I I
Distance traveled(ft)
k. Average travel speed= =
Time(min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
U,= X 100 =
(j)
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the"good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U.is less than 70,system adjustments are required.Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

- r
,Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data(continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches) (inches)
L1
12
L3
L4
LS
L6
L7
L8
L9
L10
R1
R2
R3
R4
RS
R6
R7.
R8
R9
R10
*Absolute value;
treat all values as positive. Reel cart--� ail
Left Right
Row of 8 7 6 5 4 3' 2 1 1 2 3 4 5 6 7 8
collection O O O 0 0 0 0 0 0 0 0 0 0 0 0 0
gauges
n
Direction of travel
At least one wetted
�- diameter end of field
9

/Cl
qk
vt
LA
00
c Ins/ e- C- C

Swine Farm Waste Management Odor Control Checklist
Cause BMPs to Minimize Odor
Site Specific Practices
Source p Vegetative or wooded buffers;
Farmstead Swine production g
C9 Recommended best management practices;
9 Good judgment and common sense
�
Animal body surfaces • Dirty manure-covered animals 19' Dry floors
Floor surfaces • Wet manure-covered floors Ci' Slotted floors; '
LT Waterers located over slotted floors;
t] Feeders at high end of solid floors;
pr Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine;
O Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition
or scrape;
O Underfloor ventilation
Volatile gases; 2' Fan maintenance;
Ventilation exhaust fans g O' Efficient air movement
Dust
Dust (� Waslidown between groups of animals;
Indoor surfaces W Feed additives;
O Feeder covers;
CT Feed delivery downspout extenders to feeder
eO"M
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are tilling t31 Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon C�' Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations Agitation during sump tank O Sump tank covers
filling and drawdown .
Outside drain collection • Agitation during wastewater f] Box covers
conveyance
or junction boxes ,

. Site SpeciC�c Practices
Y = Cause BM to Minimize Odor
Source point of i es underneath
End of drainpipes at • Agitation during wastewater O Extend discharge p p p
lagoon liquid level
lagoon conveyance
on
Volatile gas emissions; Cr Proper lagoon liquid capacity;
Lago surfaces procedures;
Biological mixing; Cd' Correct lagoon startup p
Agitation Gr Minimum surface area-to-volume ratio;
Er Minimum agitation when.pumping;
Mechanical aeration;
9 Proven biological additives—w#VV-C-
0' Irrigate on dry days with little or no wind;
Irrigation sprinkler • High pressure agitation;
nozzles Wind drift Gl' Minimum recommended operating pressure;
la'Pump intake near lagoon liquid surface;
Cl pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface Mixing while falling; O Tank covers;
Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Extend drainpipe outlets underneath liquid
Settling basin.surface • Partial microbial decomposition; O
level;
Mixing while tilling;
0 Remove settled solids regularly
• Agitation when emptying
• Agitation when spreading; O Soil injection of slurry/sludges;
Manure,slung or sludge g
spreader outlets • Volatile gas emissions Cl Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, aVolatile gas emissions while Cl Soil injection of slurry/sludges
slurry or sludge on Feld drying CI Soil incorporation within 48 hrs.;
surfaces CI Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants -
Dead animals • Carcass decomposition B Proper disposition of carcasses
Carcass decomposition O Complete covering of carcasses in burial pits;
Dead animal disposal O Proper location/construction of disposal pits
pits
Incinerators
J _ incomplete combustion [I Secondary stack burners

Source Cause
BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Q Grade and landscape such that water drains
facilities away from facilities
Microbial decomposition of .
organic matter
Manure tracked onto • Poorly maintained access roads lid' Farm access road maintenance
public roads from farm
access
Available From
Additional Information : __ NCSU,County Extension Center
ge
Swine Manure Manament; 2200 RuleBMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE AE 129-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; NCSU-BAE
Lagoon Design and Management-for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force P
Florida Cooperative Extension
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings
t
., tnn� AaarS

Insect Control Checklist for Animal Operations
Cause BMPs to Control Insects
Site Specific Practices
Source Liquid Systems
and
ed
Flush Gutters Accumulation of solids Flush system is designed sufficiently to remove ccumulatedtsolids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge.
Lagoons and Pits Crusted Solids Cal' Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation ER' Maintain vegetative control along banks of
lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feed Spillage O Design,operate and maintain feed systems(e.g.,
Feeders bunkers and troughs)to minimize the
accumulation of decaying wastage.
Gr Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage + Accumulations of feed residues [I Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
_ t nor, Paae t

_T Source Cause
BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes CI Eliminate low areas that trap moisture along
and feed wastage fences and other locations where`waste
accumulates and disturbance by animals is
minimal.
0 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).
Dry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
l7 Provide for adequate drainage around manure
stockpiles.
CI Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

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 must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
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
M' Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

72, d
OR
"a' ri•f: `k a-•_ _+3 +�,.cjyat +4 ���° tS h� `'� ��'K['
� �� ..r � !_.,t h��.�°�,1• '4y` ice. '� � pL���
S ✓ )� M ✓s� ��`r�tO + i��q�¢�;, '�� P �y-'� 1• Z b y-u Y, `"`��1 f
:�. �. �'S � :'G"�. •ram 'F Yi Li
f � t� �sbT' S� ��"� � `+»•# $ �i���',�,in fy{ '�1 }fic�,�i9�iF K.t '
�� � w ,Y .��.� .,�' r5`„1 l�p� �� ' ,t L. '• utJ.il .. � � - � I
., �a' .:�•,.;F3 a ! �t�'�'J�`,T +r&, 5,E� 4 Sr.•• ,*• sc 5 ' r'�
.1-EWOW
' }'�'
p ,� n a v fit �•�'.t•.. x,
45
Air
' 1•:
fOR
34
1 / � rx�.' s gr4''t'w4.r f4+�.n��'� .S•Y •f •�r � •t. � l � , 1 i 'I
gy
, I"� e� �p.r. � +•�• D>`�"+ 1�`5F� ,r. `� �� �, �r,5ry� •;r dtr�• pry, '"`.'s ��'s
i' 'tK #i'�r��,t-•a 4���r.�i�,�• � 'r .c.X.=� .�.�i.-q 3 '�`�yy•_ .'�n`ri ,�, � t
•�.�, �1 yy �•.�L�r'v��` �"` � � "?'i� -',Q� �y�.sc� ` (`a�..y.+y, '�'T�r ta��t.. .n.�{ '�.',."r`��#�O'�..',
T•... y� !1 • '4 � Sew t � r♦��+ ��_� }�• ': Y �l�i 1S yam- ' v�'1. � ��
+
-fir ,�~. •�" •�� � •:�' a" I -��`� �' `� �`'
•��
al•^�gf:� ;+.,, .. v3'y _w' 'kS,d� Syv1A"!`Fir x 1 { - '� �y ; + 5 •�e3 �q� � l y B
:
u p".P'+� *e.'- F.-c -.a w ,F.-"%"C'i t�i-'S�-7' #'19fi{ •} cf ,f• _
.2
4
Sl. ,e.
� ;.a •FT6y '"`, rti 7Wfi i i'rla y "t'
•^- F` _ "fi +�° �, rr fi ,ty..+2 +� L` �,. r'-'� t + s "� s4�. � £. i��l/} 'f�.Y
��, �en f-fry��r_` ��il F`".i :rsSl. `L� b� �' _ s �•.�•'-.
��i� r;y'���f' ����'':• [� " K t -- �'��"�,r'
�t-T.�-.s��'K� 's�.'C•�'Fe
r �., .•..• :A,•`.�a,�kyi Ft,f.��,�.�, '�'��`F{x.f"=i�F RNF '.Y`r��
yR�G}`s Fi e .
K -,,-q F .3 Dfti3li t nt�F �-
.�. ]a >, -,+;nit 3' P ,g
ir•f ;, r,2 k�l ��•a•+,y„t r�tT ,€h:rt Y' �'�,�r�1 •r � F.r
.
4 l
� ri7' s�3 .2r` ;ar$JY�'•`;�,-g�`�,,,•^�•+-- •'}'��yvcgs�•
• }.,���1 a - ����� � ©� '1� �,� � `7!��`pp��� �/L� t irk"+^�'.1��+•+ -�� ..�r 4� � �.
:sue•..a..` .' S ��'' f ' - �' 9 f�+(T� 1OV 7� T+. ..mac 1+ ZAR
io r--A "� a :• _
E A}
}�
�R�tj ,. eF sp{�r _ ( .•w.' k f ac-� X _ _
Lk f f^ _ ;+ q 2 tY/�1 i2 u\ ♦`e Yr,�-hgY�k-vK. .yF. •'ir 'k1 _���}' � i
''' f`�`F-� �'�_.� M��;_i�--Ta e' '*�f+hM•�I��J'�L�O��c�.....N � �.� !
1 d7 - `� Y1 /Vy, '�'J � S• '�.e, '��'�I rr, Fr 'L1f�+r�T'�- 7. :�1�� :.

r. >
4. n ol
si
1, •. ,`�•�: :r • � . ..
�!r
!il_ _
pA ,
s:i.•c'.!i' '�' "lefc�.
j f

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
T7642 1 1.66 GoA G Au -July 3.2 50 0 160 265.6 0 0 160 265.6
T7643 2 2.24 Ra G Aug-Jul 3.4 50 0 170 380.8 _ 0 0 170 380.8
T7644 3 1.62 GoA G Au .Jul 3.2 50 0 160 259.2 0 0 160 259.2
T7645 4 2.02 Ra G Aug- ul 3.4 50 0 170 343.4 0 0 170 343.4
T7646 5 1.65 GoA G Aug-Jul 3.2 50 0 160 264 IL 0 0 160 264
T7647 6 2.07 Ra G Aug-July 3.4 50 0 170 351.9 0 0 170 351.9
T7684 7 1.19 1 GoA B Mar-Sept 5.5 50 0 275 327.25 K e A 1 ,50 0 50 59.5 325 386.75
T7 85 8 2.27 GoA B Mar-Sept 5.6 50 0 275 624.25 K Sept-April 1 50 0 50 113.5 325 737.75
T7686 9 0.88 GoA B Mar-Sevt 5.5 50 0 275 242 K Se t-A HI 1 50 0 50 44 325 286
T7687 10 2.18 BnB B Mar-Se 3.4 50 0 170 370.6 K Sa t-A ril 1 50 0 50 109 220 479.E
Totals. 17.78 3429 326 3755
3(a)of 8

�a 67 VJ
f =� United States Soft Co/y
S Department of Conservation
Agriculture Service
OPERATOR: E ,)q f,ry
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and. markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost-sharing
is involved) :
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and•dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement : lq ,pqq cu.ft. _ cu.yds.
Estimate of Excavation: /�j9 cu.ft. = 4 . 7 cu.yds.
Estimate of Pad & Dike: SOt7 cu.ft.� = 3..�ra� cu.yds.
1,' : ) Ration
Job Class 0 - — q
Date
Designed By
N- e
Design Approval
Name
Date
O The Sod Conservation Serv,ce
is an agency of the
Oecartment of Agrtcuflure
{

Emcr-� JWgPevt
3�0o Nurs•r7
Gc slxro mOP 3 Co,
�.oCuk-.' r.
Appear, 1,i oi-
Qo;*�: 5 tore on SR 1`3o�
L4goon 01 $o,11% t9a3
it
. i
i
i;li t
�.. _�� =f; _�y�_ _I•-+-= �ty�._. iy„ :i'��- :1:
- - - - - - -- - - --I =!--- -
:,-. i

I O,H LINET.
H.'..•.• `�
: E
�_!__�.. lC.✓�.� :�7.a<r1 ; r" — —1 ,—.r
•1-_..i
—(—�' � � C t�Y•�-1-� -- — — -• I_+--� ,..�-";�;� T-1-'�"1�`���— 'I-- - - :_i ..I.-i - ...�..;_�-�_..�._�. - "i--'-` -�-:� r-I-�-I"-•_:��.
I. . .
I_.r�..;_.I
:
f
1
e
!
-
l- R
:
.._
J�
I �.
I- , I , "� I , � T I ._'`1 L{ �� -- �'.•_ _I--I—f- �_i. I.... _.1 ,-. , .r. ..._ . ' _ .. •I
I M-
I _
• r
r
I I
,
• 1
- 1-
:
.k�
_
i
1
:
LIJ
_ y
•1- I i'-• Y' ! ��-�-;- r-'- -�-1--r•�-i.___ r. ..i. ! i -�- 1 �i.
j I
,
r I :
_ ;
L_
1
!
•i•
I
.;..
I � I
JI
I i
r
i:
---... -
E><cav o.�-�Q„1— I-t-i... ,-., . 7;
14
rr
Sol D/l AT�.O..
144
- - ;-•- -
� .'
_ 1 I -i• S•�E S3 I &•
1�-
L :
j _._TD't'Q.f._:r_�l_ ��i..l 3.So'�, _r. � , T` I i-r � , I 1 I I I ' , , : I � .- - - 1 I ... ,(,r•�}��..trll,..ti� _�-��iJ';4._�._�
G vT J'F 1: _t2i9�'rl
•

07
- -
{ I ► �I ' 1 1 j h � ; � I ; ; � ' i
:
I r
,
:. r _ I !_i I. i
}}
-
1y
I
att
r _I }-�_I _ .1
L0
17
p�V2r� Y lJq�
I 0
-
W N
44-
W4-
- jj�
,
174 i_'.-...._I
_ - -
ItLt
1 ; 1
- fi--- i +--r-1-�-%�_—_i: !- -, I-t_, 1. _�._. ; • -1 Ili.

`
F ��
Uuplin -
(other than owner} :
1 yTEADY ST4TE LIVE WEIGHT
� sows (farrow to finish) x 1417 lbs.
`�
[
o �d�, `
^
-0 head (finishing only) « |35 lbs.
0
sow Ibs
0 s (farrow to wean) A, 433 lbs. = q6000 lbs
t . =
3200 head (wean o feeder) x 30 lbs
TOT0L STEADY STATE LIVE WEIGHT (SSLW) = 96000 lbs
2. ^^INIMUM REQUIRED TREATMENT VOLUME OF LAGOON
96000 lbs SSLW x Treatment Vo] ume (CF ) /I�. SSLW
Volume = ^ 1 CF/lb. SSLW
Treatment Volume (CF) /lb. SSLW=
Volume = 96000 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION
^
Volume = 0. 0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 200. 0 feet
; Inside top width 125. 0 feet
feet
l of dike at c�evation j50. 0 1 ( inside lagoon)
Top
1 . 0 Teat. ; Side tlopes 3^0 ; �qn'` feet
Freeboardli uid ` evel at elevation ' `
Total design lagoon q '
B��ttom u � 13goon e3ovation 38. 0 fcot45 4 feot
seasonal high water table olevat� on .
Total dosig� vulume using prismoidal formula
SS/SIDE2 LENGTH
V7P H D^E^ ^`T`
H
SS/ <0^ 3�/� ]2 3' 0 194 0 119. 0
3. 0
'
'
AREA OF TOP /
LENGTH * = 23086 � (AREA OF T�P)
194. 0 115. 0 . »
AREA OF BOTTOM
LENGTH * WIDTH = 6784 0 (AREA OF BOTTOM)
128. 0 53. 0 ^
AREA OF MIDSECTION
LENGTH * WIDTH * 4 55384 0 (AREA OF MIDSECTION * 4)
161 . 0 S6. 0 ~
CU^ FT. = [ARE TOP + (4*AREA MIDSECTI^ 0 �7 �. 0�N) + AREA BOTTOM] * DEPTH'
"
55384
23086. 0
DESIGN LIQUI 156299 CU. [
V�Li!�� O\ LASOON AT TO�AL D

-
. . . �
. �
'
_
/
125. 0 25000. 0 square feet
�
Duildings (roof and lot water)
Lungth * Width =
0. 0 0. 0 0. 0 square feet |
�
TOTAL DA 25000. 0 square Met |
Design temporary storage period to be 180 days.
me of wants produced
1
Qppro:imstc daily production of manure in CF/LB SSLW 0. 001X..)
\/ tmo = 96000 Lbs. SSLW * OF of Waste/Lb. /Day * 180 days
� .me = 23444 cubic feet `
.MP inq )
.me of wash water
this ii 1h, amount- of fresh water used fdr washing floors or voluoc
of fresh watsr used for a flush system. Flush systems that Pym n�
�hv lnqnc'n water are accounted for in 5%.
�. 0 gallor.Uday * 180 days storage/7. 48 gallons
per CF
0. 0 cubic feeL
moot '-ai ' fu3i in excess of evap~rntinn
UsQ | `eriva of time when rainfall excoods evaporatio'/ by lagest amount .
180 days excess rainfall = 7. 0 inches
' �
7. 0 in * DA / 12 inches per foot
Volume = 14583. 3 cubic feet
�

W--J V V
r 24 hour" storm
Vo I ullif.-
-P5Do C)+ yeLa
Volume = 7. 3 inches / 12 inches per- -foot DA,
Volume vl 15625.,(., ciibia feet
TOTAL REQUIRED T---MPORARY STORAGE
5A., 234*4 cubic feet
5C. 4527 c u h i c e f_t
5D. 15 6;,, c.L:.b i c F avt
52
6. SUMMARY
Total 1,1-9,65_2' eLi i= -fleet
"629,*:-' cu.bix -Feet
ava- 1 .ota). dasign
llim. req. 7)."LUS
At eltz--.v. 46'.5 -,,e-et V o I u.rn e i 15 IC.142.65 CUbl-L -feat 'Enid
L: ""y r-2 4 h r stone is 140674 Ot at 3. design VOI "T'L- less, d­j -
At elev. 4-113. - *eet Vn).urile is; 1405c,�*'Sj cubic -Feet
Swasomil high e!r_'VOtiOT1 45.4 feet.
7, T C_-1 NEI) EiY- APPROVED BY z YAIL
DATE.- DATE: 11-g-q-z
NO"rE.. SEE- 'A,1"­!,;n:'C'r-1[-7.D WAST,"', U"I'll. -HAT'l Ol';.' F.LAN,

'
'
omm
-
'V�
^ '0 r!Ol
contro] . The time requircd for the pl anred f 10 j l eve! Vc be
vwoc5cd may vaT due to snil conditio:s ,flushing uperations , an�
the amou: � o� fresh water added to the systm'
Land application c{ wante water i s recognized ow an ucSwXab] �
' w�4x`� Ur OR IPOsa! ' mcihuds of aFpl i vy� l on i:v` 'd., n'.' i& Lct '
canter pivot , guns, and traveling gun irrigation. Care shuuld be
taken when applying waste to prevent runoff from the field or damage
to crops..
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment R
before land application.
3. Begin pump-out of the lagoon when fluid level rpaches eIcva-
Kon 48. 3 as marked by permanent markers. Stop pump-out when
the fluid level Peaches elevation 46. 5 or before fluid depth is
less than 6 feet deep' (this prevents the loss of favorable
bacteria) . '
1 . The ' econ.wcnded maximum amount 00 apply par irriga"mn
one ( 1) inch and the recommended max i mum application rate is 0. 4
inch pc.' hour
5. Keep vegatation on the embankment and areas aojacent tj tho
l ogwo: ow*nd aooual l y. Vegetation shcnld be ferti l i zwt as
to maintnAi ' vigorous stand'
6. Kcpa, / a/,y orodeg areas o, areas dama6ed by u odonnt a/ui
establish in vegetation.
/
7. All surface runoff is to be diverted from the lagoon to Kabl'
:8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Depqrtment of
Environment , Health , and Natural Respurces, Division of Environ-
mental Management , has the responsibility for enforcing this law.
'

Y MiX
All [..r r::a<.. a 1...1!:::i brush shall he j'..'f'_.`m!::1'-, ..._. from t the.: construction area
holore any emcavating or fill is started. stumps will be rmMoved
• •-r
Lod OIL
o,: Ormai ANI'MrunLq
r.
J. :'it:h in di•i$iiLi.=ter shall be I'_E"iTlr:?','i:d to _., mi.il;l.tlium i:iC=:p'{'h r•,..f onoono1)
'r'r:;C?'{.'.:. Satisfactory disposition will be made of all debris ,
.I..'..)foundation area shall be loosened thoroughly before" placement
r
.
!.
�?IIIt.i:i1'-1 Y::If)t?I 1'{_ material .
Cut-off Trench::
-----------------
A cut--'C.7 f 4 trench
c (when •::•'-t e ' ( shall i 9 t. r..:, installed� "'d a:" shown
, '�I"ti:)!,_,!) =F.-_..�1'�:I. G j .:i 1 .: a. .l. r.) " 1 C'):.�'{':e: e.= ., in
the
! .,..t;..1^_5t,...,,;...t'I.isi1...1.
---------------
_,o I l:.::1.r t..?c t 7.o rl of excavated and t-.{ earthfill areas shall i..l _. -p 1'" ! ..
the►;:. neat lines and grades ._.._. planned . Deviations from this will.
require t L:) prior[..)i approval L':)-i' the Sf::r,. ...._[: ..: . .I. .. shall not ....... .. ._L. ..
t....:,...�..I-1_� 7 � 'I cc F.1.:;•� j ,.)r.);,. i;;.• �j'� %�t`-"�'T-I
in standing wrll'.er : nd i ea9s[..r,Iablr-_ CC+mpc.'•.t:_t?on of the fills shall be
performed • y '! h e construction equipment or .:i._!T::"_: ..-..�... : .....
! ... ..... :i.C g
t.. nhoU
•I' lie ('r',! lY'!= .:. m!J C:, : .;.,Ji!•.:, 'Yateria7s. Constriction of ... l _ .
include ten ( 10) percent for sottlumcnt. To protect agnin.s- WwPagl,
he ?:4 ,L.<l•.:::[i.:ted a !11.LI-).,.)rll;i"t of one t. .',. r foot below r.Jt'_':_.'._!+:.. and i..::. .. . . ..
lied and
I",,/'e"_:.' I P};*'I' ,:• in the p. r51..' Or _ '!S:'(::.i. ..,. ... .. .. ... WI ,..,.
1 3 exposed [..'T:1!_)tC!i:.l!!l::lt4.. ..,1•:d r'j!_,!'If"')" i_t °.{'-i_' constructed r=[1'..,.._...., shall be
seeded to 1:ho planned type of vegetation as soon as possible ..f te l"

mmx
-
' - - ' '-- -- -- -'--
DED 2.
USE THE SEFT1 MIXTUrE ON0lCATED, '
�BEST SUlT[D 80 1L S5NDI f n QNS�
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA ' BAHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC,
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60 LBS. RYE BRAIN R 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LDS. RYE GRASS 0 10 LBS. /ACRE (TEMPORARY VEGETATJOM)
SEEDING PATESs DECEMBER | TO MARCH 30
LDS _.......................
______________-__________
APPLY THE FOLLOWING:
2VOO LPS, X 10-10-i0 TEPTKLIZER ( 100n LBF. /P;RE)
0 TOMS OF DOLCMIYA LIME (2 'ONS/A[ RZ.-
200 BALEE CF SMALL GRAIN Crom ( 100 BALES/AC)`i)
l Hn : o.m ni P!u-�y n ll.
3MOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WIlH A CULTIPAC}(ER ,
34 A3MIL0R EOi!lPMENT, APPLY /�ULCH AND 3ECURE WITH A MULCH
o
1 . PENSACU401 BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING GAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
'

-
`
'
_
E'xnoi Emery Thigpor CcunLy: >q 1j :
Mail Addross-i8eulaville R-2 , 2851U
Type nf waste facility-----: Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level , it must be land applied at a specified rate to prevent
rollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fnrtiIizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
x:alyzed Sefore each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
rea) istic yields of the crop to to grown.
Several factors are important in implementing your waste
' utK izati oo plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied ip an
environmentally safe manner. Always apply waste based on the
neods of thr crop t'o be grown and the nutrient content of the
waste. D6 not apply more nitrogtr than the crop can utilize.
SKI typss are important as they have different infiltration
� srM ng potential , Waste shall not be applied 07:1
land eroding at greater than 5 tcns per acre per year. Do not
app! y wasto :n naturated soil , or on land when the surface ip _
frozer . Either of these conditions may result in runoff to
now fany wators. Wind conditions should also be considered Vo
avnl l drift and doanyind nlor proOlems. To maximize the value
fcr ' rop p''oductiom and to -odure thc Doter'Vi a}
';;o dayc prior Lu, planting. injecting the waste
or disking will conserve nutrients and reduce odor problems.
to qPn' )' the a; ion! Oaste is bascd an tyPVal
. "AU ieNL cuotcot for Ohis type oi facility. Acreagp »
requirements may be more or less based on the waste a/e] ysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year :
-_____-_-____-_____-___-________-_
3200 animals x 0. 4 tons waste/animal /yr= 1351 tons
".tal wast�

Applying t.ho above(. •:Lil;(:!IJ.I•! _. of waste i'i:.+ a big L_F job. You should
plan- .I,;e t!.n•... have t•;I I np" ?. .. ...... ,_.'.:('.. .I. ? :., .'I"r t ..'(:. appiv t4p waste :I.
.. ,
:::4 't- , tprlii7.i 'y` I)i:.t'i.t:':I' . Y'"'''I' T..a1. .. t y in Cioie>:I '.7i1t:..?d nor AEQ dt;ty:. ...�f
;_I r.•, y.l,.,,.; Thwr & nra. it all ! n to LT PVnPq& " ..
Tract
Field Soil Crop Yield t....b s,. N Acreu r.._,..t... N Month to
i
No. No. Type i_r:=d:•__t }-'i_r (SIC:.. U':aC-_d Apply
:684 ,:' r•o(3 2 100 Bu« 150 i.•.i., 8 2302. 5 I''I„..,I-;- ,;tl._1L_. I
Total .- t 2363
Available Nitrogen 1536
surp1uE Or
D J_ _-t,,._..,,.
Crop 4...(J(:!o':... !-Cereal grain;i. .,_. _,C:?t"f'! i ._ -:'•(:``:.::L:: .;i_':i 4=Rang2Or . . ..: ,t1.1i:!c
.....i .?..,`!'_I'"o.:. Grazed l:'';:,I'..mt(d ai:i '.i••"I` i.l_ci-I I4... .=...:r lit;.?.(.!.
n.
Narrative of Operation,.
Seed l Permanent
e i :fC " : grass 4 i l t e r strip alan_ all ditches that
receive animal wasth I
---------------------------------------------
Call t t I e Sol ! and t: Water Conservation D::. .....:I:-. +_. _. Office afterya-'a
r(:: l...%'.i.`r.'(::' waste analysis report to obtain the amount per acre to
apply <_:• t,.t t_I i(': irrigation application rate prior to applying
..... _
t...,I t_?1 1,..(:(..I in �.....__ .....
.....
....._.............._.._... `9 ..
r i a
t
('i_C?py to producer and copy to case file)

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
r Landowner 1 ; �— -
County
v
Community or Group No. Conservation Plan No.
Estimated Depth -of Water to Top of Dam__L2, �Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by !reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. E. ev -st. ievation
Kind of :'Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: -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 r r > x �� ��� 'lam
Hazard Classification of. Dam a, b, c) (see NEM-Part 520.21) _ —
dam Classification (I, II , III , IV, V)^
g G S 1 Date �-
n e title
Concurred By Date
me title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

U.S. DEPARTMENT OF AGRICULTURE
"Rev,'S-7p SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
C nV
FARMER S NAME •'� - T� � � � DISTRICT '7 { +Y
DATE QC-+ I q . 1 a. y COUNTY 4 •�
S.C.S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENT'S
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1ff= feet)
Locate reference Polnl�n tenter line of darn and Identify on sketch.
�x
0 `(
rs
SHOW B9RhG,NUM.BER AND PROFILE
DEP-I,1 ake and list dam. r nd splltway borin s /' t- h ponded area and borrow pit borings•separate with vertical red line.
nffnu<d on bahf)a n<cusaNl Sho r !e t(�ns on dam-site borings.
SCAL 2 3 4 ''"6 6 7 8 9 t 0 11 12 13 ld 15 16 ; 17 18 19 20 21 22 23
D-I w, .�C. JCk ;P, M J, `1, S.rn
1-� rn 54 rn (, _ S rh S L
W �-- a-3 5L V� L L be t
3-q SL LL GL El
N-S GL CL �L
5-(, CL f-, Gt
C.L. GL
?-S CL
t-9 CL CL CL
I•-41 GL. GL GLLAI N
f 11-In. CL GL GL
IAORINCV,MADE BY E tin vr�er S 1NATURE g TITLE ^�^• L r
12-I`f G L LL
Iy-15 G _ GL G t—

•k A ty .. �
k:+?,)" �'.I :�„.+.4!,;�W:
t; �i,:,•� P�y��u^•t` 'L .rN•„,,`•+ii r �r.;�.. •_7'�''%'nF.., :rti` 7,t,iL,:• ,t, - _ :�i;tLr',r�i�l.
- •',f`,11 >�, "�; y�y,1:4's.rGi:'- < ."C' -4.'x'�. :H: +:1�k:�'i-:.':f1,.,L,a.'l:yc •M�'4:+•b..';. �';..^.!1.- :k:
,•:�l.,t° ., .(a:.,�- yy °C�;Ta•,ie ,. '' '1."•i.lft'�. I.:�.'.,,yl .,}.7:,.
71
i IL
;j;i.�'{r.. ,.S`,"�.i:j{i°i� i+; ti,��Ir ,,fix _ •.: �`!2y:; }. .. � .. '
.uiti�,T , .,.�.a�h:fh^" ...te "':':s�:•'.:•.3:,„}i;., t.n;yI,.r,�' ..
'=}l�{"' :'�.p Vir. ,,•'µ�r: .' _ `5! r.; =s:: i:.jy:j C!.:, 'iy..:.
'tom - -�,•`," :.t• • +:•`fe^.�a�,;'.;l`(��:r?'.;:n.. '
"y.LS.. .L,{.'.d+. ,i(t'',,t:yt"�:;, ''.y _ r ;7,., _ Vr' •.�•,y<.u: .,i•. .rf,t,',.
i.r;:`Y� CJ.'u":Y yv`i, �; �•�'•3'`2+=.--v.- .. �; :ii��� <.{r�``tkii�- ar _ sr..: ,i• .
,;r.;t a'•. ti :!_r;f. _ i.',. .:wt ::',y`f. r !.a: C ir:
a tc,r�Si '-.•1'"t,i�t,l'a,.u.`' ::,� .. , ':�{�r• +�;: .�.,,,o1r,��,,:
G •.`•}r .il+.4•c.1:1:-+ ,:5;''S'S' --. „;{r +l- ..? 4i Si•y•:_:..,..
`Y ..1+rrt' .I;yY•s,> •y ;�5t°. a1y , ,,A k1y,. tl::f.:`:tC :,g•,i'-
1i.,�•'w '����' 4�` ... � a'; 'di• ;,;"sY�•�'.5y`'!'1:":77•Z.ybr}•y:.�M;
+4: "„` 'r,..t'r, ir. ••�q'''4 i"- •'rj.: ,.1}'. •'3'.�: ;.i ;ti:i: : 1: '.a.." .I.xgS, i:.tSt`}�• •iY^';F.it•,:'>..]
I:• t.[!l'u3'� �:^E}a?."`t` r,{ :e"F.AFL"F^a{u �,• .t'' er{•...�; .:;7;.<. '.L � iy: :; ar.':�'�i'�F?a �;.:d.,.:�:v taT c. ,
�i�. d �'•.Il•:;-;•k+es 'lair v r�Yi'Gt�'r'4.1' �'?tIdliT� ,'t•;
r• .I� h +1`l `�tGi, •. :.a"'a _ s.�f:•i•' '.1`4'3"•i;•a';}} _ y.:: I:A,.t.F',-p,•�e2•ti�:• J„�,,.'+�.r`,�•°',iit Y JI ao.
'j.' °'•w s!+'.`°;'' :.,. •7,,,• dr`.'.:''^5iA t: .r,..••''fY, i.
{ ,',' I�1yf t,.��Vt_�„�. '1 '�- ..Cui "ry - \ �•` .6',.i. 'i `Y'� 5 ...1r1,,:.e�,.,. !• !1�•,
�:V, s - t:{:,,�rF.a c:', I,{..i��t,i:�:l...,lY'l,l•'r
v: r/w,: •': i�S:F" -'txr,�Ir L.e�.ri�:'••Y«.r.y:.la"aS �.�..
7�y�r.. }'',. 1• .nw N,';-� N. .,T{;.� ..h': 'U� { .�k:. ;�-.•.c�r5. -ti.f..;:.,:�.
+.�,',•d,l,.l'^ ;, :I'�;?y( ..fl. -r'. ,�:t =k �:�iu::+Y.?'. �` -
SV � T 1'r:l. .t f7♦ �,•5 _ :-y,,` ; ,.1.;• !6.:: `':,'Sr r�•. �',':• a_; 't"' ''b::.!i,•.
- i
a'
1... f {. •;„`,.,: •s fir. rt", i';i/..r��:
:;,iz ;�. �' -iX- -"L'"i'.'�� �,-`i-�:�,r. 4�` .^.y• .. ;':Hv rlc r .;n ,H' t�! 'u.
,•t: f: ,, t:�: .rl .••5t; ..V' .K�. i t L�; �!,.
•�_•. •ei .5� ,�" +1I1 71C ^'t4 r .. ,'s„ '!!'.,r:�r::• - _ `s'fd',+ ;.1:..,,:,�,�ti4;'"5:�,...�':;
t l�f 3t�:7711
;+,�tt:i .l:` .'L'�d. ;,:t,(Ary;:: x�;li'•Y'y't'I,rF.=
��:� -`•` �, �' u , ��.�'1• ,r' yc��4� 1 �y "�r����
S. t N p'i,.P'•� lt..LYl•:
'„ v(1:r %?•'1:... 1`-f `a- D..y+: f, .�• '1y4, L,/„1i;, •••yl ,,. ,'
..nl+je:'+�:'P' rt` Y•,,�5:.:. ,1;.'."r�i�i��1 'r�•s"d 'Yn .1.
,�..?.'1'' :k�!1�7.• �,'• sh, �s, �,;,i,�,+, t �'a .", ,�..t{,i:�t,r.�.+'dn '`.;�. .:�,;.�'c;;E:i ";,: '.r.
Sir: •`i.�:� - '..F;.+� h f, e ��la'4'::u:�;':°• •,i _.�, ,'t.- ::�,' .' ;t �•�"�.c.'+r.Y'. ',4' �,ylljt.f
i" r 'i•� � .: ',f];r1.:_.� �rs:µ�; ter k i
'-y._• 0�::r. :a:4}'- 4Y'/;i'•-+'}.•ii :{X7'�.�Wgdi; ,.:i•;{;,fir•,
..•
�'�1 2Yl Wit. �p •�1 k 7ry� L i ''.W.'� .Lf i'. L: `` ' ..y:.7,. 9:1:.:I` } "�.' .1:7• _'�:.� :}•...�1� .,',4.:
a-:.:- .'~ tif$',t. ;.i{tl-i! .X•i'i�:;s, +:,'•• ,q:ulT'j.3:.:•,s 1i f.''9lAl rf.�:i::b3�jir -:1
C H.. 451,i } , {• #3 .;'
.°i,l �'r,'i{ .• 4-. 1 h� a�.§x �`tr:I1 t �F
+ 1 .R '7x.•:'• ''itysv,{�C�^ a� 4. rr1;'.v:_.rti• y 'e F
.•,` :1>L. r. aiyi'"- ;F.. -'aM1 ir't '•1�-' FS.r:.•✓ttlI •:£. 1. ., ;i:': :nGlf•_ 11��1 {;,.•H hU, 'r;'..
�•ps ."��., V:� t' f• '4 '.2,.�'r jt.., : .Y�
al. ;' a§ .
'.' •b. .r.r..i�.r.,:-.,.•,�. , i'- ,C;tr'.:. .4 S°1�'''^•..`it.. d�:,i....'•.•:.. "F_ '` -Y ;,?..i, .r;:".5�._ Y� 41• 5.'';k,.
1 -° ri.�.' ..",la,`.Y,a��:° ',�',Yj'!: iq'.' •�:a.;+• �t'�.a �ie-;
:y i ,r,V
..a
'tic �:J�,• ��'i.
'-
�. `��` x _ .,�:k�:f:.: ."P.c a... r.r, .I d,.,1f%irt_ ,p:.,,9 .i':;:r`: {.��;�1 ,. ,� Jr•t.. �.i1s:!�F$!x` -
r,yei �t '� ky, ; �] �' - .'ri•�ly,` ... yl,_+,.,k �:. ,:,' L.4;;`u r.r:. pp ��77�},1F: K'.�..
P. - r ..L.y :y 'Q;..S•',.rj:��:.:'':. iy„r:^.' R::_,. .i.•*=Fi^: ^r... >:}''S?�iti:,. ,1:;,.L,., :l!n,,"J i
•: u i •Yi+,l� .a.:3,.rv,%:f�"'-r��.{' � 1_.i" 'ry�: ..i.....',`:, i. _ 7;r:��i�`�•r 'ri
•,,�,^ t• ?.- '!` ,.n:.�: 't'' ,.: .f:.:1.: •�`"r :�1..'.1.: h. s r.x'5.,,.. :;,:: -,}:: } ::+ '..'r.' _ i'k4.., ,,,. ��..Ss.K} ,,1{
.��r4. ..t �'> `.Y �t. ••{I� .:i..'c"{••;n•Le;,, ti;:: :M{..�.� i N::\ .'.q.l� aty.V�'C;:7+{:. ,,f,•.:
1 �, � ,1. yT,sr'',%'yias..''.,.r-u'Fri-1'f1Y{.g'4 ,ti..,'-,+:ems.. :. ...._::�;:��:�,,.y _.� �•r•�i:...:,�. � '0.F+� :s yS'dn.+s;`ri. I t r�/i
4'r• _ --'1•S: .r!" '.0 :.T. Nsly`,iu'�,y�wr t k'V'5..-i S i'; .1- `d:
.1;' ,•yf �%+T.'xrr•G r ;7 zl�.'4��. •!i ;<.". �: ,o .d.'F'' ,. :• tiu5
h@�,'';t S, ";� .,. �,t ,'Y�t'-',; :6a'F..•i_ !1 :! _',r .-1'[,:titin ..d� ys%I\.V,• .':
1 'r2i•� r\ "!, ,$.,. ,i�:l.• tk G'-.,` a.., .1. t�,�.x:- ^;Ci,:: 1i,}t''t w1 1a "!i. ,C•�;..
��'a< •• ., i, �'•G'''rl:� .T�'��,f�. :g,,;�::'�"i."-r1.' O -4�:••'' - 1'i f•.R' t� A` i
QQ .lTy, •_t,: "�•'��' ,f_.,. 5.; i;r ,,! -Y�•`b't:"5 •.!•� .t';e1�• i},.t�•.nl .I,;t, il;bL• " ..
S •''(h.' G<,:i iivr. .f,+ �'njh,} rl';.. ,<'.�•'.f+ ��' R.. "i,:t7.. 6' ^�.�"r�'
'�• '•�': 1,:Y-fil_' �. G• }'.3.�,,r L:
..J@-„ - f+ i , 1::•! ;�:r •'rF1` ':�T a;:.'"7N .?y-`7 ::,t•,:;a1., Y(7.,.,,k ':1,?;; i:....�• 7`.�,� iyy.h�;. -:I,t.Y ar ,• ':�_• {......`t..d-_.:'i'?�'.
.r""••:t "'fryt"�,.•ti,i ;.,i;ci� :.R'°. ,.,fir. x-: x,'; - .dw• .�: '}^J' Ye,•.. A..:dt' y„.F''+t{' •,:.
r�,^:t,,,: ,�ti: .'�p1d+:;. .:+. :.a1a Fjft55 ,!p:�y 61 d,. !':� t•.ti ©•w ?:�'�t. / :�k%Sr`_�`1;!"�`_:y .�r+x•::+ '.a :�• .C;-+
->•+1-.;xr yL;y r, :AtS.,�,!= .i�✓;�'' t i •r •N '• „fL .��`':r, '�._Y�.,� ® ..,f: '� : �' .,•ji �',r ;'
i,�ig;. h. ':r'.j,.`.t.iL'f! �.:.Nt_.�1 h I„�.;..:,, ;,.tM • :"l ;y: ( { �) 7 C. r'4ox..tyt J'!: -�54-;`` �(.a":i r] 1t. WZYFt *:'Lt•E,Q'Z1•_.
°tr•itS,'tm Batt 'r„L�a.. :...-^•R' *� ai y •�>+ ';•�' +4-< <= 1` 1E,
PLO. ti
474 .y;>,� ri +�•t.4:'y':" +::t-'!lp/f3a1`ra.:•e..y�y�,.. ,},,T'r,.;:.'.,,i'i
rr:5:.� ,yll�} .,'J:..♦ sr a R'tlfi'; 7.. r•r.,}.,' •. ;�ai?1�K' ''X•f ,t''{` h°ir �.
j.� +�.� ti. ;EL :r- I-h•Lf�.n ;. .1 F'•\ U,!q+ 'l [}1 ',L.•a";.r•,t..y;:iit i l 4.F,.
r.
t.;.Y.'t'i:i' -,•`�` remitc'1� ~i"�1 t r `•'t-. ,��fr: f',.'�,�'.,.y[j,�t.`. ;�'i::: ,.!•:�•t,�,ljl
.�r♦�>::7uF'�R%:+1. >. �,`_..3 �`f.. •Y ,/:!i p i:737.�-'..;-
r.;.,. r 7':gf,.,� �° t4".'hi;$ey�'" i .� :,.!;:.. .-•'e:::.•��,C�„•,;• •�;r!�.1 •... f>.:
�*'' ,'yy.• „rc1'''•'"° '� f+_:8- i', "'ra'; ''�a.,.n:,:.'• .i§� i.lt .�i:;:,:1�s"7;.
r "4' r.,,:•bl':, + tl;p :i•. f _ - �r '� �,.i�:,.;rl+. :.1�:3;. F
.L. ...+i:.�'ti-•`rT�3 xr;t. .1.'. .. „1.°i::'i• r t4•p;�f:.. :i l�^ti
k 't' ''R�'J;' '�t:hti,! {i. .« � .+,tl, �f..,vY �',;.!�, li..,tS,,J;': •.i�.3, •j{i::c
' � i e �: ;t: ,r^,: :,t a, ..; i;,I;l!�•,'_+:': .a1:�::.!� •f :.: ,��''--i�`' 1..rP!:•,�f:".'i!-,
�,�' 9 x .:� • .�fi •�,",;l::a�: +'r l '`•' � 7W N,v .�`- I", ,r. d�'aE'
`� ,A s?F - `':,' �,Y' -Ism,:;"..,z•c:�;,-:
�" - .rSZfc�`' .:K4�'E< �"" ;S:.nt. ..�: �'S .:�r:'•F'i.4: snit....
5 •?+,•,S.yl .*,•,�..�M ..... L9 {. Ste:" 1"n,. .:�ti�;,i 'IS-.".,r �,��'iyi!,...'.'.
• «
"y _ f.�� r,l. !irR Y_i'• `i:1,,r'" i: "17 •l:t_� ..'_''�� -
t.. ".S• �•'�° ,:i.+' "..;d�' �' _ 'a,r`.'1'"ii:' 't;: - 1`di ��•` ''�';'!, �-�2r��',.��:'�''?'.i,YE-1-i''
�4a / °ql :K, ';1:' p ,t. .T!i;,. :d•`:,:, ar:: '�.Y7g. a;.�'r;!,;�' „;-Ki•. ;.1.;.:,; .,. . ... +..:�' it,.
{, 11'. ,,; .i.h� '1�•a'4 n :il.�r''":.i.kr?"Y•: r}- �Li�• 'i
,,7i".'.yy..: SYa.
r� S h.i�: ' -.'-��•:1K"����''r�a y� ,!:5• �.�+x_ ..1,�'�,:tY16;,,i:iir.kY>.:,Yx{.-,.. 4..� i,`�:,':.`�o%^'', .. ,
ira 'e:r,.:... -°t{l,�i k'�w X' .;„' .�,y?', .ay ?•4r�''h'�}:,:A;'4:Y:Y: - .,y aii:: rg�r.r,, .�
«{. �- :'::..�'.�`r wi {t :•xn �nlE ♦ la:; 'a;:i•,. 'sm`�• 4
94' tssfrr �.
ts''7u
l,'+'N.l• ..t'' A'r':, '.t:' '' �i •-r.• t,'1"; '�;j�a,�+.:
�'-..»'-ylti• ,xJ• .4` _.'. .'.:,,ttra{�.:;-�i`j'Yas,R�i`�i�'° ^:y��_�(; '•�- �'•'- .:. �� y„ +,3...�G.t"'�
�+, `1 •�° +' - lQ'"' r -�'7t Ct fir• - ti�; '� ': _ 1,: _ ... '�, '•�S'.y
•'t• t156
1� w.5..:':.''.G w • .�-•!•,'.'iY'.: r'.• A_.� `yJ� 'j'S+•t�'t'i'?t'ia�;'-
',�`
• ,.w•.., ... 11 � � ;'•„F' `�� .... -.. ,-�i •�� '�'� .•i-+-`:-: 1•V;`\::� rl„ h'•- '•,,br'7.n 7?i•:•j'
t :rZ .ri r �'4, r.5ri• :t *Z'" '; :.i'..i 4-;rrz `�'°�� '_h: .5 1k.�•. ;`.:
C.�r••-.
.f. ••f- ,. w, �Zcl •+..r..+,+:_�:`'; •f •t'• x. .7,e
t 1_ ,:w ��'^' .,+r-•- ;� .�.,iy,.�'' r• -." ,�i?:,.� ;���.- t -trc 1 r.fit:,H• 3"°t' 1.
:T I,,.,t7; >,.. '.` t,w✓r c.•� _ .:fla; °•t_A ?r� +.r "a, yi' ,y.,. �. t C?Sf•' '
51 `+ 'S. iy f.'{.. �•r c:it.� '1�r' i .5 :$ : ::-. ,f' .,. J ,•}:: �:�': ij 4{; Rn"y;]f�4:i
4�r ``f y',�;Yj�sC',r±'� •N "a .. ._.�:,+ .�L . �ry `Crr'ny;�»„^ tf.
•Y'!:5 tt•+! 9y@ .:irt'+�t:: rr+A�.y::r •nP- t,5..5_"J ..1' ��r..a.f':`'l;d'C.•t'-•J..SC.i• ¢ :•r. J' 1
t: r '�.� Q'`t1 i`:�ys.;:r•i?'f':.p''''`1. � ' t'*{r w "1',C,-•
,�. �"�, ri•' `:L I J'�:.�' _.t'�::, � � It''[r. r:� MUMS
. „ ?�t ��
Ja^r�5!4;e�
�'• ,. ''i.. qq yam -i~ -•a" - '' •,'•:: :n, 4," t 7j.f.,a-_:tA.✓ Ft_C�!.- ii '9 •q':,t• �:
�' .. � _ 3Sf� �,�:'�-`NLt,;.1 t`.&�.�•:i •.;.. t, t'K,•,.:, ...+ ' �� <r ti•.ate..'1'•.
�• ;, i.',} fll',5;;±t'wb��:'. _1 _��:'�i•'..;t-�"�� a:,.Ir,R,^ t; '
s c' S. t'tf'L.,S.y,:.... .-x�.,• ,�.';+>r::'•.y' _i.N::,,:;:d'Pv4tS, ' 4"zr!�wv.,,•:�L;.r�l l:a.
,t , „�� �Sj. ,. Yt::;�t1• 1:.:. �fl.. ,1`�l,.ri4.#� 1�rZ.
•x• :.'K:•i> i,•--,-• .4 'ji.,,.���. n{`':tt»k,, � •.V��1 .1.,;:�,AT 1: �:Oy,,�; 7_. .,.
Y' ;r rlt 3 t L SP:t. 33�
.='.:, .�':. ] ;;:.it'.)ri :er:�t•'r '�' r};Li'+':`t::i i"'?T 7:i. ,.Yi
,.1'• .L+14 ,a• - '.t: i.{i } i�16':x��� _ :.j•- .i!7`.. r':1'�:'
.5 „'.r�J?+ qj.. ..'�'•,
171
I L
J4. .7�'A:1,;r1•Ir,r.r i.�i,..5
i ''�..4,.p'':T„�_• "{; .�a` I s r. .Si,: '; _ ,•p. ::i='.'':•`r"..r'
•'1 :'.tv� .-�T..-..,.,'
- •.' 1 � "1)• "',K� A�i'•'� :�hT„'�c YF/,.: .71' �11�'1.^1tt,� �li.;.j, '•t '�' :.f`n• 't_' _
.4 I .'1 r 1.1+ :.1; -•et'��i:2•.,.r kr �r.. ,t,,r: - :r". 74.. `:'1:�• ,.i 'I', .. .,^,.Y . :.t• .. ..r
+' �i t - tie Ws t.' y.;ur q';t i'r .;,iS , •S Y 'i- - •r;

ll =�4 fi �}•'�'J l�Fi�}e'C
Nit ow
I
+%;��'�{'e �.•�,_a��{" '+�t`y)�.��1°"�° � ,,((�' f'�h�.ayr'�.�••�r+.�.77.rc•.•i3�jY;�r�:�. 'rtiy�.' �S:�fh.�� .e +•�rr,.,.'.�fps-�{]�}r'Y'rj,T. _'�
- ��,+�ra�',1 j.. � 'S� -�'^t�!;A,sp: t� � :y'�"••�+=�#';sr-��•�. �!�"'kLr�"-yS�##�.Y �- ��s'�'?,.•f'`
.� :L't'iS/e�=rai; ,• ..` * •!rip• _: ►'fir.,• r '3%s: p
+G= xvr,; .}.. ems. w;, x� - '� :+-y,• fl .r
3T� ti7.:. ; ; -x.
't��•fir• ,a`�� �' ���'�',"��� � •"��-` ��`�� r��S"•'�-'.'�.t
Ms . ■•_�Z 1:} 4 � 'ba s S.rE7a Lam. 7
-. j"'3 -}erg. f.`SI kr�,•'►' .;tw'�XT'Kyi�a - r�i:.s'', 's .'�,-tip•.�� �A. _ r
FT
^t•X .� kr ��+'i e'� n�_a y !'� iy Ci+��. +r+ar ,• �- kr y•.�. .,+,. r�pti�:-.�:rr r=n1E. 1 •�• �•. ,{wr• ,�'f. '�-y x.�;^ +.T p�-X-11
R:'�T9"'•u'f. •s...s Y'
■i ram,,t .•• _ • `". Ve
y •�::d�'"h �I•"``a ?+!+-w,'.'w;S.. �. r^7 •r�
y(y�'a'r C.�• -7•..��iy �' 4. 3•k.: w.".•, K Y.
"•�,y,�_ H.•.a,r1�' Y era. . S'.i
_d�y�i ia:r`� }"� ��]:t~'Fr.. f!t �-.•'��3: i��"�" :' T�'�I f• +�.• ■)fa 1� 4_Y-,.3'"r�•'
��.�ii'y �wli:,< ' � 'f�#�ysi;*'jNv'':��•¢'"' �`- i:h�* �:•*r.�i%-ri.�~iyLr'�-,a�, -:'i: .%�'-. L
may' rKr, K F; ••- .h 3 es': �tir :4s ,•�. -� 1 4•.. ; �r.��
i• x s .:,j: a(. -'elm
a •�.i '•� • \ ._3. •. if .�y5�' N .y:�f.t,1_"rrr,:� i.g �rti''"'':.-.�: L'r:
.s.•{,.' up at�?••' :w r. •;4'.i �'i+.•..�Y ji •ikll`,}' Y s'-k•'7r 3'J�•g �` >. ,y'
t ;.SG ri a:a, a 3�' �{/� �i7�1�'.-. r e_t.. M•3 y+�,Yr, �,•��„'.
• � (b'Ya l..� �� i,rJ F� �Y, 7:�;� ��� •.r�7.-_L'..r '�•-4";•. �:y.)i�[itn:"M1ti
Ic I. A}1 ^li „�. `icT P. ti��-•� ��: 1 4 '- _ y
�•L;� ;•}_4J�-i`,f�!irf;(��tit�=�. �`'•��i. � r- L�r,.�� �s :1yi�, � a^ii:t'�.'!� l t,l��•�1 Yam'"''��•Sr_
� �i �� ,••T' .:C�Ta,c �'� ♦ fi i � s'� �'� �.. 4. :••Z��a.•ry'�,+'h;4l�'�ttia.
��� 'R� t�� s � Y��},''"'era > ��s� .,e t'��7� �tt.2"'"tiT- � _ �' ,w•s� '+ T4.'T�"'� _�`
IJ►.f .r. r .w a
• >L •� \�s .•' 'ttl'"vty'vi.'.-.-�'�.• ij�¢¢��-sir" [�' � � �'���� S'Jjx r•wrc ..P.��}!.'9�4
1 t . d ti*' .►....ter s. .a s rttf-•..
i Ii.+ ♦Lj r c='• L.tir'►0,�,.M1�_,✓,tfh„•I„` Zc„- F iY. hwy3f ��N, .� �G /
q� i�4modIp' y 4 .'.�kf r��•Y�e•. -• a r - � .•� Z-' P'rL.� 1;
jj � .►r�' S.s Arm` � �}�F'��'"+...T ���n•„y','�' d�f' �- • �•y'.�� � ! w.� 'h-��._��: �•L�L
•'R! I_ '�.1 j,'++ 11 � "�••� � _. �` ;
* �iF r 41- i••4.2• .� •' �';+t;�� � 2r-•' i'v T+.'R<.!�
:r Lt M1 q y 1 �•.�. , ;45.� •a hisw iti„�M}..a .}fy
ii a `t 11re•^aK ;*z• �" '+1-�i •`f„R i1�w.. "°� sl [ .r
atr?'�b'r ��� 'L't;'.f i(/at}�rY��� tit�j� 1r�.1 •�"`� +3.YY'^.��I.a'�;.�'.r' *�.�{.:�T}A r �� >lls�♦�'
�•+' avf1 s iT r .�tl: i•,5. d•• A'�.� �,we ( i FK « �L'�t Y ''�.•'
�-}�s;�•�;zr i ��m. A„ .�,•�';'"�:=v;7y,� _ �� sit ,; •,�
.i y�;-.�7 ��'`'�a'i= -ac.4,+f�..�.�f'�'J �i. 'K" rr. "if'f � �� �''�i����.• r r
•Y+T 't ' :u 't+`c�i: e::S• _ r''s-r� .:. 4' `;*�►°ri Hyl,�iyr, 4-
J77f f v 4�a a
y � lr.. �;y' •� t ems,
•,�ti'•�",��� •.�� fin,•.• -.ti'��:,�. '`� �A'►•. • ��
r .. k J
,. y • k i
~g .� F+j sw'+52r°- -?' w' xr 4 pi rttiw' r.k 'n.• L%. iry F' +•¢�L.,
I��y' ��,t.�� ��•t� `'"�Efl. s,: •ram''"'•`- �•- .r:r;r'i• �+

1u
ZONE X
ZONE'XLS
71s'
• � �-�" .'n'%` :';� e'�Yi::-, th�.r.:�;�:�F.1G`�:�e� 'F'�ny��� ��rO .i.t.:..:'
i �•.wt,. •c -,i ••.'t.`'• ;�.a•'r. -. +Oyu• wv. 4�„•.7`r }�; :` y/.
r'.!"•�;.i'!. -:Y+31.•+ `�g`•
;.,1"•,r?s: �` .' '%'� }£W!j'S .rri''i i�Yr?•.J.
�::•�r..r..:r.::r�+i..rl.;z, `t=: -=:.:_., ;. �r.; - .. - :r. =ii:'r;-s...:`: '�:.,'�.tPi:::y.
-17
�.- '.{r1' k G +. �' ✓i } 'r.+:''y¢?3-t k'f tip' G •.Mx'� <'���`
"i •.� .:�'"-:fir�,^t`� - ,. } :�+'S '.t �,�,4„'',;i-,•, r'•• .fit ,:'?':i ,��yt�yt� ' .•\ v �
."r,i:*��:�:Yr;•.�,: ,;. �.� _�..•. III' i'`a'•`.�� 1
1B01 --1"�;::t'c� �.jF+-•�:. ''l; ... �-• •.4+ '.•:��,:� Y 4;=F
+` ,y; �" � - � - 'Y:�: -� '`�W ti'•a`.�:k� .:'�'.y.fx,r;- \Yi•9'�• iV�...?. tiw,�.
ills
ZONE X.
• ., 11 _,,..:? .�:••,t'. :t• }'�':`:;?„�j 11;�:.. „iy
fl�,`- - V'/. - _ :j_•?•.r:-'. .-y..i d.Y: '','�'ys 7:, •.b ;h
:. 'SSG,
• .Y `�'.� .. •.n• ifi'?;SF�tq..'�.. t=t•''t�=°i`i:l•S''`�1''rd �.rr
AP
�;�'•t➢f'• �•,� + �.3 :��-' .x:.,Gi�`bGwY'S.>.,b i.c. �:,' ,•,�J�: - J°.i":,:'r.. :t�fa<•.i•-�*:r;�,ty��,'j.rry �,:
'`` + t ai...�=,`., � e .:A'. r :r�-.;��z.x� .. .. J •_,�":��•��x>t�".•x?f:+C•i+('ryl:�'
'"-�•'x.�1:�'!. �... _•1 .. .a :.'1'... .. .... •r�.`�i+e.:f:fie,.... ., � ... . . -

�;Ce
i7.0
C6M­
sems BM 27.9 &
Cem.,.! em"
adley
New Ti
'laranat8a B
Ch 6.9 6
2
7 D15
t—t 4
1,105 f
26.5
in.
n.
ern A
!.A #
ts I g
3
27.5
2
M.im
804
LI
q(V?
0 (01
inns
e
tore)
"Ce
em
it 1
2�1
da r
r
252 42'30" 2 53
250 2 380000 FEET 251
I
-jited, and published by the Geological Survey
GS, NOS/NOAA, and North Carolina Geodetic Survey 1000
Irammetric methods from aerial photographs GN I-
;hecked 1979. Map edited 1980 0 1 DDO 2000
1 10,000-foot grid ticks: North Carolina coordinate 24 MIL 1*32'
bert conformal conic) �127 MILS C(
iniversal Transverse Mercator grid, zone IS NATION,
CON1 11OL E
�merican Datum ()TliER EL
he predicted North American Datum 1983 UTM GRID AND 1980 MAGNETIC NORTH
-jection lines 13 meters south and DECLINATION AT CENTER OF SHEET I I S M A_P 0
�st as shown by dashed corner ticks I f-i Y 1.1

U. S. Department of Agriculture Page 1 of 3
Soil Conservation Service November 5, 1992
-------------------------------
Emory H. Thigpen
RECORD OF DECISIONS AND APPLICATION
Assisted By Johnny Lanier
------------------------
Field Planned Applied
No. Amount Date Amount Date Narrative Record
`tract Number 6709
- Planned Land Use Unassigned -
1 6.93 Ac. Oct 93 327 - Conservation Cover
This field will not be cropped
and will revert to native
vegetation. A minimum of 80%
ground cover will be maintained
throughout the year.
6.93 Ac. Apr 93 328 - Conservation Cropping
Sequence
Establish a two year
conservation cropping system of
tobacco and corn.
1 6. 93 Ac. Sep 93 344 - Crop Residue Use
After harvesting corn ar
soybeans, shred the stalks and
allow the residue to remain on
the land for at least four
months.
1 6. 93 Ac. Jun 93 633 - Waste Utilization
Utilize swine waste by pumping
lagoon effluent on cropland or
grassland. Waste should be
analyzed for nutient content
and fields should be soil
tested. Waste should be
applied at a rate determined b�
the waste analysis and the soil
test. Do not exceed 200 pound:
of nitrogen per acre for corn
or fescue and 400 pounds per
acre on coastal bermudagrass.

,.3, Department of Agriculture Page 2 of 3
Soil Conservation Service November 5, 1992
------------------------------------------------------------------------------
Emory H. Thigpen
RECORD OF DECISIONS AND APPLICATION
Assisted By Johnny Lanier
-------------------------------------------------------------------------------
Field Planned Applied
No. Amount Date Amount Date Narrative Record
Tract Number 7684
- Planned Land Use Unassigned -
2 15.75 Ac. Sep 92 327 - Conservation Cover
This field will not be cropped
and will revert to native
vegetation. A minimum of 80%
ground cover will be maintained
throughout the year.
15.75 Ac. Mar 93 328 - Conservation Cropping
Sequence
Establish a two year
conservation cropping system of
tobacco and corn.
4 3 Ac. Oct 92 342 - Critical Area Planting
Establish sod of Kentucky 131
Tall Fescue, 50 lb. per acre,
on all disturbed areas.
2 15.75 Ac. Sep 93 344 - Crop Residue Use
After harvesting corn ar
soybeans, shred the stalks and
allow the residue to remain on
the land for at least four
months.
4 1 No. Oct 92 359 - Waste Treatment Lagoon
Construct anizal waste dispoal
lagoon. The lagoon will be
constructed according to SCS
standards and specifications.

Department of Agriculture Page 3 of 3
Soil Conservation Service November 5, 1992
-------------------------------------------------------------------------------
Emory H. Thigpen
RECORD OF DECISIONS AND APPLICATION
Assisted By Johnny Lanier
--------------------------------------------------------------------------------
Field Planned Applied
No. Amount Date Amount Date Narrative Record
--------- ---------- -------- -------- -------- --------------------------------
3 12.00 Ac. Oct 93 510 - Pasture and Hayland
Management
Lime and fertilize according to
soil test. Rotate during the
grazing season, mow several
times during season to control
brush, weeds, excess grass,
scattered droppings, and
promote uniform recovery
pattern. Topdress each year
with recommended application.
12. 00 Ac. Oct 92 512 - Pasture and Hayland
Planting
Disk and prepare firm seed bed,
lime 'and fertilize according to
a soil test and sprig with
coastal bermuda at the rate of
10 to 12 bushels per acre if
set in rows or 25 bushels per
acre if broadcast.
2 15.75 Ac. Mar 93 633 - Waste Utilization
Utilize swine waste by pumping
lagoon effluent on cropland or
grassland. Waste should be
analyzed for nutient content
and fields should be soil
tested. Waste should be
applied at a rate determined by
the waste analysis and the soil
test. Do not exceed 200 pounds
of nitrogen per acre for corn
or fescue and 400 pounds per
acre on coastal bermudagrass.

U. S. Department of Agriculture Page - 1-
Soil Conservation Service 10/27/92
Emory H. Thigpen
NONTECHNICAL SOILS DESCRIPTION REPORT
FOR DESCRIPTION CATEGORY - ALL
Field Number(s) - All fields
Map
Symbol Description
FoA FORESTON LOAMY FINE SAND, 0 TO 2 PERCENT SLOPES These
moderately well drained soils are on smooth interstream
areas and on slight ridges. They have formed in sandy
and loamy marine sediments. The surface and subsurface
layers are sandy. The subsoil is loamy and sandy.
Permeability is moderately rapid. Available water
capacity is low to moderate. Shrink-swell potential is
low. The seasonal high water table is at a depth of
about 2 to 3.5 feet.
A"

MIN,
ti0'�• 3"-:.:, , ,'"�` •l+.,..�Ci L:{;•�-4...F. � �`^c'.�d.:i;:�"5'SF'-�J5•.+•,.A; .i'F"�.I.,: r.l::,.-yy t... ail.,ra[ ;:.�'i,.'e-'�,r�.i_ ,r'+ 't'- ,1 t.`
l': ',�:'.;iJ• ir'i".i L�?:f .,V':Y''�: ,r '�i`tc' �r}: .��'• y;''
`r' 'i:i'-::.'•4; ':.ia '' \' •r-1`.
T •'+�J�:{: ifr,ly':�?li': J7 aFi. .Y. ! .� .�,.�•�.: �,u,,, .i .t,..�'U:" �i:^ 1 r •_1 ...- Y,1:(• `-' '
'rf:"'l:..Gr6rftf.?.1'Rt'�pw.rle:� .' }T:,k:i 'r'^ �'k?e :r;••:.: '� ? ',flq,'..;,•tr,; �.L :l'lsf.••t, ;C-:L. •'�' -
�r,:+r�ilk W,r Y.i:f1�k•,�,rFj��t t.�:'.i k�.A\;.' :` L•• R r N _'ti l �r,
uW-
.rn'J, '+.�ryr'N.7. '1?'`,30: .rr •. :!' fat, _ •'!' :'< ;r`::Y''�t:71'- :f•
rPjL'.T?� •: .,_ {{k.
y�y, __��44 a�'!6Q. .t,•�F:R.rry.', .. _ �L 7�ftC' :�, :i� ,y .:i_• +::r.' �yiF:;�.,,.;..:..:
� r , ':}✓::R+:( �,{.: ". .:ig .S-_' '1,
: V• _ ts. i ti -f:�'':y' ,t d it �'.4 .. ..1 ;I::�iit�•„}.��i
a,. .,a: -'\. 1 '1+ ?}n�tl ,•;F'tj"41Y,1.y !r_� ,,u,. ,.. .�-y •'T(�.. �::/ `""•, �y't1y•}r .
•,,7�� .., �•5�1;�r�:;u1:-•1.. .: �r_,-< .-3 .kl:��j,r^'l� "�"''�.fit':a;7. .�::.;. +7,..
t :' � r•},r'!, .y• ,.) ?':.. `:}' ; rfrir;': '•;.fit, €'v,n:�,f + !;:
; •d¢' �•-,•}4 '�.f •.�.,f' -:k� '.r� •4:•. 7d:¢ s;,r,s-,;.�.`[ y.l,.�w�„rf.',t;�y`��°i;.::::�,.;�r�+��3?!:.. .
MbraM "'`' ate `;
R, 4..: :lY_�•;:. .;• �`i:c.::: Y z �c.�'.q ' jY+;:_;,'r:.'. i. y 6• .fr�� :;:.
k�Fr. ',y...r :ca ri' ul : 4.: ✓IJ, - 5R'lrof;
_F ���,1'�4.j ;F:h' .:ia" •4,`t! :''; j;!!q. . a4; >:.,2�,. r..... .:.'b #�' 4. ��,. 7 ,�; •7'.M?„ji �J,,`:.
� .t '+�� p'tlit'••lh- '��' °,�;; Rr�:, `n;._ e' �'` ,�,i;q��r, �.},, �e: '1� ,yAS' y 1 ''�"- +•' .t�+:`•
1 T •�'. r,�'' .+ 'A�.' - - :]. _ :i[['i,• •,.�ra�.q...�F};.: �F�:iahcDr•: _ rt r'�Si
L.lti,,il, +. � .rpQ,,� o�',•,%,'. r�''i5� ,1 :�::k�' :.Wf{:.; ,..Yrt.��': g.��::i::+F.; '?-"5...�,.r.a:� 'a.,r �+�.• ,,. �,���F,.L^� 'a r'""";'
�, i Y w�•. ,� '�' ''`':•i:i{ rr"i'!:.' � �,.,.�1 ••3 �A,}�J •I♦,x ,�L •,�Y tF.• '4� y''a T'y;L^+,
.t:'J�'a�••y,• � " •:,, ���:, ,i><• e,-,N �.l..:i'.j��'yr:.•:.;.��' ,,,�:1� �•.''�t:•:•F;1•.>:j-.> �''yi!I°rL�rY�c:yr*'+ ".a:' _r%°.4J'Y.'r.':.j� Syr fI 1t st. ea�.-i' 1t'!:',� .•y'-'•,.,n,tf�'�r.�y-w�,.�',?n r'4;:1�:�:e.c:• L-+��,,�F-,+�r.'..;•,;i:.:�.t:;:,Fk:+;..'.�f-r..;�tsl'�r-.:t;tX''• Z';`.., .:=r:r'3��i�'-.':°,f,LLrFkr•ti•.;,•Z•+rya:q�^.f,'L.t-f'.-'".d.i'y.;. 1�.t;N#..k44 6,`-'7:e.��,';�.�}l+r1'F j,7° rS�, .:�+�. .'r
1e '::..,-�,r.!�'a.ry'uX"a'-,`.z,'�+r;{;.r}',i��_•• �`.�qe}rr��.t•.'•Sn.;i:t,
r 't ��yy�� "iwc3 h:' 1••:t'.,�J //Y .
'f7.VY. 1�N i. �/'.lr•F' Fy�':l'i 1F.,'4�`•'�!7 �%: P:>� '.q.:a.��,� �S'f: 7"r�:•• i ,
:yi,_ [ .t }`,a:!��1.•rf, ,yM,p tii_aF'•i::. ° .♦{ �'t} ''���'��•-Lr'',i'di "`r"r...
L .0 '�?8'?f r:.4 ;k-i �1.i'Sd�r'�•- Y[ k, +':'. �.' 'fe.A fa: •f �'7 F.f'•� 43. k�i �..tt t9� 5•r:^I:'.j,Yy 1f..: }•, N h: >�y .;
r ,�i �y +• � ��' >�:,- `.�. ..,,3+:s.;, .fiy�.' _� '.' +a.+.,�..v?��4,v�¢i.�X,., .1�?!��•. �.7 Hy�' `•!X,. r..
F ,V T �� � 'ti- -�.,- �Jj• �i' - 1'..�,(�:l..,j, SrR(' �,�' {E�1. j����rr };y
ixjK, �:/j `� 1n ` � �:,a•.� "7"- �`• k��4!�i w�:w�S'.�r�r1.�., .:.�I, �n., :X +''i•" � t'�'�•., I•q;''-
'� , ♦`r,{' ,� 1# t I _.+i � sx: 5 •n+ .��k,y'.. t+1 '� 1ME"i;ay
k � + ,.;,• 1 •,;Y. 7e �71._ ��.✓'�:�'.f�„r',LS?-y�,�.-..'„,"�T� �� ;' .^t�E ��:
T.
tL4I:.L.T w
AS
.
TTI
r �'7' i• C1 li
[R, •.7• ���� ... ',�*+.. .'��a`,• �, .�t['S:"_, , ^,"1' .�5. �-' �T'�!Sl�'Fei,n �� �•��',,:`fir _�� Z :�'-�� � '''(; ,r:
e�},'. �'•'[ .3pC '!� ,�,r� 6i '{ .x..�Y��i p r-.::w'Y.-ram. �:�"'; •.t s�'' 'x �1 A- •.S ;'1�,
! `l' $ F �lst 'fir`�,.12r' ��k �'•:.s'�' �. Y^rr'3'''°`T� "- "! .a
1 - �✓•-.' :e.': •]e:•Sy-��}��rtia .� �f-. :;.y .eai � '� i's�,, u• y� i
• ' Y► `},-._ ���. 'c.% 5 � w f � ' l is
�� r Lt. �.4tti, ; t,'4;� � �• `fir '�- r •-Y ; ;�-mot-� +[' ti +:::g5?• ,:r ,k;+.•�• r'F
�µ ,�'• ^�"ate'' -'`�- ;� �kt�a ti.�t�,i :� - a a{ �{-
�� '•:st� � &'r' � � ��`' i�1m '�� ���:-"'r,;,: - •�,ti��' { }{k'• a �!_ „ ra •,r <� •R•2: - ,f ! [i;'-.
�p C '�° .:�� `i�•�9 •..�:,..t: ,wr_,,;.� ,•• rRY r,•C'.' � � .-:,TF,_ �. ' -,: �,�,,
.� :!.�r. fa .y .fe�
V
•_.
44
wu-_�t
t' ':• Y' ty{ 4 t' +. yi..•
,1'a.i t::}F:1�+�1 •K�. �S:�.J`��:J''`'��>�'�si ~'`rp?' fir'. ''+{' ' •+C{.t s'�,P•`-��� ,Ir., ,€�K2: . .{r;.l �r.�_ �.,}� � "� �-.�8!• ?1�t'�Ir�'
•r� .; ;.1° _ ,�..,:1�-'' �t . . t�:,,r�• .•x°..• ;,M1. _ - -_47'. 1 `. '':a:...�.s� ;:'•�- r• 3f._ '''
art„T " �f: k..j�'�'. 1 _Sy.�f w• •:L' S.� t'1j� .,4, �M�'.i`l.•• ':-.
-
�,�,� �.�'r� =d- C t -5%'� n e. �i'- ���i��' .,,�,•L. 'y:lr i.4.�-F�:�!l::ti�.�r�+., �p-�wy '`'1"
`:S�:""�r�yi''t �� ,�.� „�•.+1,•, •` �:M'. 3 i` 'FW .; '>f.z...y ��`J"?� '�:i�,� �,;;:r�iryr:•- �-�.q y � �:I`�„ �}�••!i
xl .� _ .. !� •r '•, a .,.• I• i', i �'i�..`i{, ,• t�.�t,.{5;��.. fir.. 1 �i
, ' lj ..L�r�'�-.�'_•f C-,�'r.� �:. '..7r:.'L Y � +.•'.� !t• y+�:�' ��',f ��;1 � Mirk i ti�� p'r•1f.� ..tl � �_-�. �y+
•NT-•,l��:^:'� _ `i1CTf F' 226 ^;��.�. ;. _ 1ph�a �l'- s_wr •+'y-:. �er s.y1.r -•i'�i<'�'S(.}Y7 ,?r 4.4 L�� k" _f }�
•� I+� �. �' � �•���� 'i�Yh• �\' - - _�i�: �s •G R;: �� t+;=��: i'_ ! ?i'�:•.a¢�:-i 4,r'-`��r':�; �•( r r, yT•.
r�r=;Z�f r 7
p . T�„+4.a L- G ^e 7: 1 r�E.:fn j,.' _ r-.= i•�1.-.:: :=:�::..il`'`!'�,Y�.�:
_ L^�. �t' j !fr•'.=..•j{ �.'k �7�r•4,yy�'M:{��.M.- i;�1::Y-�}. r i'F'rS+:F r!~ �y µ•.< _ y7�i ',� :�rs��1..
' �. =.y+( ri,-tt'7�•r`i?' �,�- tiir,' 11 �t•A�,r•'i.(1`, '}.•.. •.+,1`�� ' �': .�!'!�:",1•''. 'p:•qt?, it 1, -� iris�, ..i,. ��. f .�l�.y� �•�LA�' 4�•.:,•.:.. 1"•�.-�'��-• ucrf: ..y ��, �'r.l.;�.• .�.�`. I �:.t 'P
:ice � ,• i .f.SAj.�_:. ,,,_� " •y:.. I�' �,. fit% ,....�: - ,.� ::. _ � �,w•+;.
'i k�., ''r,:•r 32' 3� �'� ,rr� a'r•' �j:lS'_ � _ _ �'.L�' �_r�y-'J ��fr:- "• F11�IY•�"'. =�'+^'brTrf.� u. s.•-
�3 •� �"'�_Y-. -�� !`�,��.::i'_` .X 1 p. r L .��'� .a.:,lf • 3_
•'I•;i
s,,}�,.;a-, - .� {'.,. 'tl tT,r.�.;;1f.:,. 'G r J.'� t}.►1^. y x S,Y + -'
;'•is,� ��-�''�{�,'.r' � � _•-s'�'}'`',i.,,��-},�:.,'�;.�' >:+►:¢.S�M:i''ru -- '=T�:�'-'�y-'�v' �'��:
.[�jr.,,'w�' �. �• '• •+� ��.�.�.r: ����.,�',' .�,i,�s►_, 7�Y::_'•.�v#` +_' :��':�;••••_ �'h7' •! u` ��d
'•�•i�_-� �_y + ,�: ..'1'�].tl r�� i kia'•�. �?�+:�✓C +' �_'_. �r �� �1CY•+�,/r -d.� -� 1 4 f: f.
A r1i.. '� �' `�'rl+1 .•-. ,�,.+k:�i',_.'r.,•.- + *{ '1�.� �,�.�',._N"�'r-'fir 'iel� •'�':�:Fr� �" � � -' +�•
4;u 4 rTr= •`: ti �y_�1 R �.,'+�'� �' ;��1 i',,% �''!l'4► �'S- F4`
� _ •. .F'l '�': '' !'4 ief:T , � Y`k 1 Ztj'[i;'3?f {' •1. ' •r
}}jam_t,xw:1,t rs s'
_ ]L}.•
_�rt,a '.!{,j' '': tY� '1 [• :l'C'�., '�,.i�r.i.:f.n, "�'�l �{„_ �f .�, f•• n...��!�i, !_ 1'/!,};r:.i7' .,` IL.
_ :�:.�:f� l,r �"l4V;�:: { .�.` 4Yj} ..k��r-�:�'rT e"T� f •y ��y �Sy''1+�.- "��-'k,�is}� L��•`>!_ 1 Tnlw :=[''' ..�. K.ik
{ T r' _ _ _ ]sir _i•.,�� , '
rk. .r "!I 'c1.,i•9.4 . �'•'-'` ), �•a�A��i►•ry I'' :1 .Y',"I y��r.:y+a r•5r r•'`F:.1�'1 -s t• S' 'ry,.ry •µt:f,
�. ram,, n:• +
- �.YY r ,i' ,Fl .+.•. •..fin ��.,' _}- r- `. -�! •ti F : ..;5 -(.�i �. ',x+l .f lh: � ��}4ry 1 r� -,1 1
�L... 1:}':r^I �'• i.,•�,:; Y rr. ..-�� :- - `tJ" ��j•. S; Gi: :.rf. f �.•=- �.
ti }�.•::1,r?=S.�„�1~..�_ � i. .,'�''§'• - :K"�' •v-AN?f:,
Q0.
'••� �"^.�. '�'i'v:. ti. I r s� A::1':"1 ~�'I-Ll..' { . . i}�.•4I7:S a'.t "'e'er.',':._', N,
;'lµ'i.mf.•._
',Jrey ��}5;,�•r`:.'._ r,'�., _ �iT :fiJ.;. ,F•.�k. r '!+
_ -r'. '.i lT •f+J ni •�- •L..n '!F K J: 1' r},f :3 t.�
J :':+. .l• F'1+1�_{Y r n_��I 4.�,�. .�j�f:-r:. y,��:,••. - .. .. ,. �?. �€'f .� 't-ry
•G.r7' J.''�'• L f '.4.:'.!" �i:' %'eS•` �{'i.'. -.�t '.�.. r,� H. '1'i',�r�I �},
..F .:>'.•�+` � •.i] �,J•l;'.! 'L �, :'�•; '61 1.JL ::r'r ., �1'.' - .,r •"I' •5_F `:1 •{ S,a�}• ,.y� �I'
.. .. .,i... .. v ... . .:'r.••S+:c:t'!�,.,r.s ,, :.i��t�..•.iS'!J�.I...�.ti_���F

f'%�- United States soil
{ � Department of Conservation
Agriculture Service P• 0. Box 277
Kenansville, NC -28349
Telephone 919-29G-2121
-----------------------------------------------------------------
Date . May. 19. 1992
Dear Sir:
Recently I received an AD-102G form from the ASCS indicating that
you have requested a wetland determination on an area you want to
clear. Since most of the soils in this county have inclusions of
wetlands, it is necessary that a soil scientist visit the area
YOU want to clear to determine the presence or absence of these
wet inclusions. Generally, I can get a soil scientist within 2
weeks so depending on the number of requests ahead of yours, I
will try to have a determination for you within 4 weeks and
possibly sooner.
In order to avoid delays, there are a. few things that you can do
to speed up this process. Listed below are some 'suggestions:.
I. If the area is wooded or overgrown with weeds and brush, cut
some trails throughout the area so that the soil scientist can
walk through the.,area in several places and set flags of wetland
area. . 'Zf the trails are not c�it ,the soil scientist may not be
able to :see the "a'rea completely thus either resulting in too much
area being classified as wetlands or a delay in the determination
until the trails are cut. Trails should not be pushed with
tracked equipment since this may require a permit from the US
Army Corp of Engineers. Manual labor or mowing is recommended.
2. Clearly mark the area where you want the determination.
Corners should be easily identifiable on the ground.
3. If you are requesting a non-agricultural exemption for road
construction or hog houses and lagoons, etc. , send me a sketch of
exactly what the cleared area will : be used for. -Dimensions and
other pertinent data should be included. This exemption is only
available for limited use and cannot be for more acreage than is
actually to be used for the exempted activity. Pasture planting
for irrigating effluent is not --an exempted activity.
4. Contact this office when you have completed these
prerequisites so that a field visit can be scheduled.
Thank you for your cooperation in getting this determination
completed. Your efforts will help to speed up the process for
you and others.
Sincerely,
` (C-ACXA E, Ju y
-^ The Sol Conevvation Service
l Ie Mt anAfltkOL the r C_, �__

�y +. r. �= .f /a n � +k-.,;�.. �} r`r• y.a fir■ �. r
+ +L >f-. Y e- � }�: 4�Y•- X � .>T .�`C �,�•.�" ; �1, x
.� �• �•� e � � '�^ � ����� � F.�^�..>- Fir ,'
"�.j.R���,� ��'�,r� � �•. �•� �' n..r* Ri •'sue' �w.� a
•r .� }` .i>�yr�.� ^ �� �!r a.���Ry► '+L\{�^�i+Th;��►e�i s ��• :.}�f" ��"m..
*wr Mill
' +�� �4�1 W�' � -.�•-.�.a•yam+, w •*.,�.! .��--'r2+ .'art}-�" .+•'. .�Y.•S'� f
,, x�•21
`!��.':� 4f�p it'$ �y. _, +t 1 �..
: •M,
k � *7-.. q�l.'F,�.��•4��. .'��:ice,�,,�.>c'-�'�"-�y,�;�;. '+�; �-.
+��1 ':"�; a •,.,'•"�S�•y ke •+• w �A;i�s�iY - y `^.,,, ry� `b �"- aN ir��r /.sab4�J -
�'y.�+'i� x1 �i� ,,��(( �y�" _ fit'' �.cs�,-i�._�'..'�..ti,X'�y r F i- '� ti•._ .TrJ�;. 9`� .
t?y1'2.-�f:."'+`.. 1,..9Ti[ Y!� =x � +•l�� i/' :�,
�* 5T� �': '� .•'iL,,.'Y �,{ �,. yu;k..• ..dal''• d�� •Lyt..t•x�'=�„ .1 . "�' �: �to-r�,�...'=' -�""°
�q-^ SST �, v= +'!� ; ,�c•
�t�r•r -�r� �F:� is�' 2��� ��. �Y'�ry�' - •� �_ `"�'S''}i+`� ►-:v �f= �.^
=r Ry•'�-' •�fir"i-►_��x' j�S. q"iiy� .� �u'�. '��� � Y.•14i`..r. T��'.���-']�.
\aAA+,,,4' - � �h�r��-, �•'�t ��^.� �1M���hj :��rb.
:w- •. • ;. qy..^{�yF'�'•' `�r' �fi tid= •w-4'Ih~•�e/Ir lld�� �.K i rj i�: .p e .' I,�s
•'•`+:fit' ' .. _ •la•4 _ { '+.yr� 1 •at�,'1+ '�C•b . '-M.. 'j
�•� �,41. ' , .,-V,, 5.7k . ?.N.-•�' .ji�.'Q-'f �, 'tr J. y* is Y•�'_Lli
��� =F+r�,� !•�• _ � /��,� � �`�_f a' � i"`-t�{:xr13' ��.k`'���'� •v�+�•k��:gh+'fi'- -,Lt'
ai`. >1Y l�•Y ]� a -.�� ir.�Z•? *. • �,�� +�?�I� ��v,.^.+- 1+-tY7�,,�•, +�`..r,2,.irE..�[r't.'. �y{��
~•.�.~?'{y." - �.wt'1 ..L A � '�` ' � '��•.,'yn •�Y »mot: �'>.i:r Ate? 1... •.Y�S/" .l S•`�Y
� +,�• h u. � r i� iS�..i� � , yIV
�. .• �;�t.ry,, C-,.�.:'�'F.+f Y:y's� '• .ac.,..
♦ � > �� + xr r:G w ter+ r• u
y. fir- y_ is•t-t t. F g> X� a+S1"',. r ^eS{Y� ,
-'R.• +� -.1�..'t,,} ;�r 4 .F''�.S2v`t`,��3;. S �, rJr. `N4W; •�J�p;.
�37C.r ,1 �,�,,.. l�t.� s �� ��.,..-- s�. =�'f+��=•=i'';e� � '�!!� �r �),��'•F:c.-i! -�:+`.i�`yS'.
+.1f. � ti ``� �� f' �A•r ;1.:; ,�„ A,�� mar.6 �ry y.., � r..
�7 c1'f[ili�Y,xM� Al - ,�{� '.�\ .�F�'IY•tlh,�l;.••
r i •��l�e�����c1��1-�y-� 'sC,�'�•'"L�� ,ff�U�.II..��� 'Tt�� _��'� •3xj'�y'r''F •-.'t�+{���•'
.1 t' r • �rr 'Yt.IA,YS" > � �'a !r - L' 1:"�r. +i..y irf*♦a 'y""F'`'-tip
++��++qq ; r+T rae R '"' ccrtsK � +" per. -?- "ies� �'•;ry,+E+'�F•a
mti l yr•'i
a y,:.4 r - >;�i -fir T.r.'-�%' � Wit' .x '1+ � �y� '{'•' � ,� _ �,�} �.
•'�,( wst%++:�.s��.T!�� `•� `-7-�`•.'j,
iL-^ iSt',1 -.$ . �4 . `•P�'.St •-}�S rhy ��� 1.. T K.
`ey{. '�E�+1'; I• "�-ter �s's1','�c{s-•`,I.^r� ;a '=ec �!�: a�I" 4�fF" - - �h� r�,��•P'�'• I"i.`r+
•ki.^,�1.y�L7� };�F� `�•i.'K"�. nr;'f'„ � .. ..,�x3�� i�� t `'�ll ''`i
':3 ,la .r..kb yt,i ♦ 1 f9�/ f F-.
✓ � �� .`r:�id.yF?�a.::,':T k � Y w'+(i�^i �_����_liii. `ate=-i
� +{�_.r�;�' �';f�f.:��:rh�' �nt'.7••�. t � � r��'•'� a 'T`^�.,. sip."`.'• _
1• t7. __ � i
y� }'•� �/y ,J�?it � � .��`: �R. � � ye .��"�R� }'I' h* I i�'�y1e
r._- � "r• •� ry, ,'�.- 3t � I .^. w.w w Z � _' F.•.J��`'� f.��.:�.. + •� .iik
"4' r.��� �i. r. �•r v-. �,y i� r � Y '�• `•��:.��":aar�„X. ' r�irll�."��w•.
'Y.
' Y

�- United States Soil P. O. Box 277
Department of conservation Kenansville, NC 28349
Agriculture service Telephone [phone]
Dear / % `!768y
Enclosed is your copy of a wetland determination for tractTD do on which you indicated
your intent to.clear some land. The attached map has been delineated to show the area(s) in
question. Each area in to be cleared has been identified with a symbol to denote its
classification. Below is an explanation of the various symbols that may pertain to your map.
W - Wetland -Area is a wetland and should not be cleared
if you wish to remain eligible for USDA programs.
W - Wetland that can be Farmed - Area was cleared and
drained prior to 12/23/85 and area can be farmed
as long as no additional drainage is installed.
Existing drainage, as shown on map, can be maintained.
NW1- Non wetland - Area is non wetland and can-be cleared
and planted without violating Farm Bill.
NW2- Non wetland - Area has hydrilp,soils but is non wetland
due to hydrology.modification prior to 12/23/85. May
need to-check with the US Army Cop of Engineers or
the NC DEM to determine if additional permits are/were
necessary prior to clearing.
CW - Converted Wetland - Area was cleared after 12/23/85.
Can be used for grass production but cannot be used
for annual crop production without losing eligibility
for USDA programs.
CW - Converted Wetland after 11/28/90 - Area was cleared
after 11/28/90 and is a converted wetland. Clearing
constitutes a violation of the 1990 Farm Bill. In
order to regain eligibility for USDA programs, area
must be restored. Consult with the SCS about an K
approved restoration plan before beginning any
restoration.
I have tried to make this determination as fairly as possible, however if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
- Sincerely,
Michael E. Sugg
District Conservationist
A Thn

U.S.D.A. SAS_CPA D26 1. Name and Address of P rson 2. Date of Request
Soil Conservation Service (June 91) {(/�/
.aGHLY ERODIBLE LAND AND WETLAND �`
CONSERVATION DETERMINATION �,�
4. Name of USDA Agency or Person Requesting Determination 5. Farm No.a�d Tract No.
fij �� ( 6 7�
SECTION I-HIGHLY ERODIBLE LAND
FIELD NO(s) TOTAL ACRES
13. Is soil survey now available for making a highly erodible land deter 'nation? Ye No❑ w' -
l. Are there highly erodible soil map units on this farm? Y!5,n No❑
13. List highly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not
enrolled in a USDA set-aside or diversion program.
10. This Highly Erodible Land determination was completed in the: OfficeA Field❑
SECTION II-WETLAND
- FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm. Yes No❑
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands.(FW)or Farmed Wetlands Pasture(FWP). -7
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be F /
farmed and maintained in the same manner as they were prior to December 23,1985.as long as they are not l/yr
abandoned.
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management,
drainage,and alteration of prior converted dropland(PC)are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a resuit of abandonment.
1a Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
the wetland conservation provisions.
Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
at the time the minimal-effect determination was made.
16. Mitigation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990. 1 I i
17. Restoration with Violation(RVW-year). A restored wetland that was in violati64 as a result of conversion after
November 28,1990,or the planting of an agricultural commodity or forage crop: _
18. Restoration without Violation(RSW). A restored wetland converted between December 23,1985 and
November 26,1990,on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored. '
21. Converted Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored. _
23. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs,
cranberries,vineyards or building and road construction.
24. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SCS. z
25. The planned alteration measures on wetlands in fields _are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office Q field and was deliveredn❑ mailed ,to the person on
11
Remarks. WAA111%
29. 1 certify that the above determination is correct and adeqLatefor use in determining 30. Signature f CS District Conservationist 31. Date
cligih i y for USDA program benefits,and that wetland hydrology,hydric soils,and ti4 r C
hydra h tic vegetation under normal circumstances exist on all areas outlined as l
l�'ctlnnds Farmed Wetlands and Farmed Wetlonds Pasture. - �'
Assistance and programs of the Soil Conservation Service available without regard to ra ,religion,color,sex`,age, or h, idep.

;:• AD-1026 (06-.0 -91 . UNITED_STATES DEPARTMENT OF AGRICULTURE . , Form fO - No ved, OMB .0560-0004
o -_ j:• .:, �.,,:,•.:..•..
t s. i. 1. y . ....?.:tl.,:,.. <,.....,:..... ;.w.•
HIGHLY EF1ODIBLE LAND CONSERVATION (HELC) AND WETLAND .S-
CONSERVATION (WC) CERTIFICATION
1. Name of Producer 2. Identification Number 3_ Crop Year
o r c� I-lam . 01�l of - �'- :�c 1 f 1'
YES No
4. Do the attached AD-1026A(s) list all your farming interests by county, and show current
SCS determinations? If"No",.contact your--County ASCS Office before completing this form.
5. Are you now applying for,or do you have a FtnHA insured or guaranteed loan?
. 6. Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
1 8. Has a HELC exemption been approved on any farms listed on AD-1026A becaiise-the---'"=•`--"" = �'=
j landlord refuses to comply? -
9. List here or attach a list of affiliated.,persons:-.with-farming-interests-_See•reversef for an `
explanation._Enter"None",if applicable.-..♦J- �`�-�
If items 7 or 8 are answered"YES",circle the applicable farm number on AD-1026A -
During either the crop year entered in Item 3 above,or the term of a requested USDA loan:
YES NO
10. Will you plant or produce an agricultural commodity on land for which a highly erodible_--
land determination has not been'made?
11. ,Will.you plant or produce-an.agricultural commodity_on_any land that is.or was a wet area
on which planting.was made possible by draining,dredging,filling,or leveling or any other
means after December 23;'1985?
12. Will you,or have you since November 28, 1994 made possible the planting of any ci�tip�'
pasture, agricultural commodity, or other such ciop'by: (a).converting any wet arieas.by; ,-�
draining, dredging, filling, leveling,or any other means, or,(b)improving,modifying,or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards,'-shrubs,Wilding
construction•,or oth6r:non-.agricultural.use
"YES"for any one of these items,sign and date in hem 14 below_ -Circle the applicable tract
If answers to items number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO"for all of these items or SCS determinatiotis.are complete;complete item 16.
thereby certify that the about information,and the information on attached AD-1026A's, fs true and correct to the best of my
14. Signature of 1,knowtedge and bet ief.
J
Producer Ci i,
_•;• Date Rdened Signahue of ASCS Representa6vi ,r••:•
15.Referral To S S _ Enter a if a SCS'de ermination is needed because
(Coippieted br ASCS) 'Yes"is answered in item 10,11, 12,or 13. ' MA
�-
,IOTE'..Befote signing in iteti�-16,,Reac1 AD=i026:Appencf'iz - r;,,� ,,:,;, ;��. , . :��:,•> ;
7 hereby i ertffy that the above Information;and the inionTiation on attachedAD-7026A-s is true and correct to the best of my
knowledge and.betief.,It Is my responsibitity.toJiie.a new AD-1026In the event there are a9Y changes In MY farming
'operation(s):''Iri signing this'fomh,t also•certify that t have received and wiif comply;with the compliance requirements on
AD-1026 Appendix.
]6..•5igriatuie of
. i
Producer Date
'17 Remarks-

1:'..,1t... w'•J•: 'J::;; "J'' za.•�.I,•• S.^: sl:n ...F--wI low
t n :r:,•(it?. a. ?• J"•a'- ' j.: k1dY y ;, c lSr
'#.'i�i'.�1- 1l,,��:�.f•f:,: •. ',.}yy�j�"��� "sr�.•, f - 4'-. ,Jr4,�, '!JS�r. •.�q.,.� �i '�e. -
w, .J�a. �y .:i... �_4"-"�`�.1._ rYS �•p •a�"' J -
y: �' •iP.• ,,(, .>aish ':'�'� :T�.+• +.rt ,L: •'��., .1,....: .'�•iT tl:�. r"! ^,.ld��:.�t.^f•. r.",u.' 4!
-3 �c,•:�'•,.lr •"r.?�e'^ .}��
, ;.M ,.�9,, en ,�� .• •�+ ... ??'�• .. .Y �:YF,,,., .r!•tfAi�r F, ,:, n-: _ - i:.i::�.- �r't•`.•:.�.:=-�,•'�:�'i�l'7,�' p s.•rt �`," :�f)•[,•�(s(,.
.t.f: •a:if•,i •!,.•�.'l I�� i'- v.:. St:� �.;:, .:.F�:.o:'',',e.r. ''�' ,'3s..,.,_,.;. .<. 1':,
'1:.1'. -•}�'. •I r IyF,�,J.,L- .1,�. � ,.p:,• 'Jr'I', - :,4.. 'r,: ..
.'� ';i°.\.•�.. •e, 7.:.,4L;a:•, r .e. .q,>•b.. :.w,'!ry "s. .1 .� ;a„a.'yo .a.'..%'«+',-Y�: -
''�rr::i'{T• 'Ja - �. ..rr, - ''\' '::Z'i•.� ..kd., •�..y:
_ta• it a" t.�. .1 r.�• ,�.T
'•'r}�� 4
"T
1. :y
XrC r E
rT ';y-'d• r,:.LK`:Y i �.� .-\':' •ka .. _.Gi .f.:.Eix!: a/.<.b
r. c ..�'S.' ,':a,Y�4":� i. •a;.eiw.i „ii •L. kf'•" h'' ?[
•��r 'r= ';+r•'.:ip_• 'Sa: '.:4:.y
� j� ,1[ v,- :, �*. �,•s;�. � ,.4.>(v; °er ' ..�'�tir'":'" ,.-r•..r":.�;a' �[.C�;.��yr:p ,�r 'h s rt'�?ss't1:,�i'�_a'';.:dd .,•L:•ri
':�..?v'w- .sr;i.'4�:i•` 7,: '+� •O�` :tl�,i. •C.°� .tr'' •: yy ,F ,,,�'iy ��
Al kAq
IA
li
LT
Kl
,il�•, 1 'ri d`•r:i ..n•.l,.•1.,,.f, '..'r! :'rR�+ya•:4,S.,.i. ','p: .,r/.5 #"`:m ''d;}•'r..+Sr'b':r 3 § �YF;�4INf
y 'y`'S„• •_A: ,�ifi,. .:+a .n.:k?�' !:n�_ 7,ai.T�:y,'+a...,.:T�'rG-'•.y'�.•'.'. - ',"r-+r. =f�' r�/r
C{�`'„ a .y 1e' .Hr+l,•li` :t,.-„ur.:1.4:'}«;.'- �A'a�'`�t-., ){ 1; ,;4'.�;"'f�-f:•?. '.•li.•' yy '.. 1� r.ti � J 3•�1. •1.,
•Y� •:'f _ •1' � ,+,it �.:<:. ffP:::� ... 1''s nH(�•v rf :11•r.hs:r.f, ++yy ,Yl.:i.I:t�Nf"?,-• +��3•.'J,:.%
,..1.%,-.V!:•i.'I' :3' •?` y'r;'F$, t•,+-'• fN - r7 y; .;{j'( ±-,•`:c
w}:, +. •>• �i+i•'!"�,' �,.,�y '�gra'fi%,"�'°.. rriz!£ilva}u,,Y, .x:., ,,rk'"L. .} y• .t:R'u•`.`4�.
y r�` .'fu '7ar!^yfl^" �:. rL4 f.. ::�:. s..l: J 11, ,._,:'....1 M •';;.,.Z;j. �•
j•�•' �T`�. .,.�:..:. �i� F`.¢1.:+!f .+'.S•, ,(
1 `Y•Y .p+ ..l" - .�Snal 'J:l• ..b'•.ti +.y.. ?(yj; L i,. _•#+:. !!:'�.
..o a r ,ram. .i,.' ��r`r+"'^'. "? .lt.•.�r,..:•.:' !,i:: ,Y.. :.4 'a* ry .fr. r.t.t',._5.
L (r. .r +"3 2.M:- -N 4:ti;:.-•t.,,y}, ��.r y:;?;•, s,.:.a"• .J. :%�...n,.. ..�-: r',- 1:;r,I "�:2.r
•r r }y,ri C: x£'�'ti:. �.°•} �: r!C: S.,,r- '•'a,�t{r'.. 1. .:'{.'. '.i.•._ : ,.k�•µ�:'(�1,-.}f ra•.,.y;:
f.�."•r>+:°r•}� .t f,.'f� '•.,-�'1.`.; ..-i'4r i '}f;>N'p` T•. =,:::1i:,�J. 'AE'1 y+.�5�.,. ..�, :
�` ('t'l .�i. ...,,..+4C',^Y.-s.,e�,�w• �:- r. � r?;;�`�,:;. ��[ .: �,is J4k.;;.�:;'+.a.-•+i�'•:;'; :,•�,� �,.3 a ,..�,y�v.:'g:�in..
IA l
(];.�+ ' i „S F � 1 r,.. ��-•' girt•��Y�'. \'S L?;;rr, ;{'.:r.:.i•`."�:(„� i:>..
Lf �+....�r, y..;s�
i ,� rt „• ��a +(f 1E,•'_"' i:,,,E'.. •,1�. ,: �)��. �1' r�a 'r•r•, r'
:.IK::Y•. .[., "'.1.=:Ni:tif: '`r°'1" R'�,{Y7'' ��1"jt', l �
S:iE';'... ,� 1,,r, err,. f
f F.1 _ i. '•� ��� �ftri'.�i �'. 3? i?lI'}'E":?::'r��J��,���.N.ji;�i����,�`i,{. i, �11^�
Ir §��„1#iJ;. `� 4,� .•tar �;-.�rAJ`G�: i�'M� ;.j`�4a `i�;•'•: 6� ;��i'.
r `..� �'• =ei L�'.- ti.�+ `• e+� -,i�� �' J �,�LySr��Y �'�.r.
G-
.1;• •i;.• �l err
F
r' •'+S >j:'�gy y�`r fG 4..1I}� �'1'iGi�� I rl:•fi L _ i =�
Y` 4,Yy • T+ � r J Y , f1 ,e r' .. A �� SLj�'~r.rl"} k- + .f ,�. v
�r','.t.;�h -'Y�'; '-�u� isi"�::' ��: �� r•:• •��,r•," �:i'y� , �Ti .�. � `�'y'}:j,�:-.���=i="-�Y��ai� j� if r�._ _ i.',���.
��}YI��L�{'.Y.L �_1� ��YR4'n { ���'�y „ ' +a. -F'•.� �..ii'.i ,�" +�e•�_ :� :•�
� :.,. Sir - ��+' '�•�i ,r.s :w��r• � ,• �'~i`' `'L �f 1 r„ '¢ -§'
� J�T�+�r k 7. ' rif'f3�••�.�c: 's-: �a� W '•':r�� L ,y� ,:r.:'r� 'y ��' +•�:ii.
aayFi:-a, �. x,�- {r.4Ja�JI �,x�'� n� .=•���,..•7'�.h: r:�i�• c.,y '� '�Y�. �?: � , [ '� �q�-
: YZ 1r rF �, 77 f�'•1 � ..T' -�, � ti- i•i1� .s�. ,o-,:.• ''rsiM'47n ••t' '�'�- y ��.i"� �.} �(.'T j.
_ H ; .f '�:rX_•y ..f�z~:.+,r�:. �}j+��,: ,�F.`.Jet.-�4�j1''��.�;[�. �r�Ir:.r F;' r r�,- r �•
'Z:• •'' 1 nY 'r a����•_Yi i:,�. ��� �a��j�{,� '4• �; _ ',��l,l� y: � •Z•�i,.�.�. -k ��•C a a�c
i;Yr.,+�t;��(r ;� �{ 11 :'• ..r._... °�'�y�'•'_.r r.•'.N r• fs'� ''I.f. r' �r•'.:
.�_�� !r1�y, ,� `�;�,,k'�.'•;• ,� _ �: y+ ..fir ' ....._ :•'i7. ,�:�.. s� _ s'� .t- �.
- a.f ``;cfF.` ►��?,r:.�ll `�1� :i'i:'tii � '*�� .H. '��'yS. � �- Yrr
(•.'.;fn;'- ,'.V .4'� t^tSS•• •r _ r � ��yr}�- ti _ y �n
.i�'4yy.•:�.rr €��]�:� �:`r"'�~i .'1 �. �'. _ • (• �`. �;!:�i.t�•. �i.r ��'ry,,J a .P r,r.:•
s.3 k,.y • d yf� - r r• - ��'r.1-- ?L .r.� :� cr�p,� i1� t�i? r,1
` '4��.r�+�� ':L '< r..l.F�•ar� �'•i���([',,'� •r� 5 .r •• •� y3r' - ��f"Ys R..�'a'Li �'f-. },•_.� [ �:r, -Y:`
{, f•'�b.'�, lJ,'.l' ?i•fY �Vi: Ld' � �j• + i .:rv+*;,.,J„ •- r•< F: 4k.:
J( . 5'
_:r. r j. {� r•�w r � AYF ?�'�,.ih.. '�'1'-? f •-:: �a: f �•; ,� t .i. i'1cRt.tr�7�,:`r
. .. ._ � r •ti y7:o.'k� t 1�L�' 's � :� �'�� 7.J- ! ;"r;i f '� li�-. .. .f 1�:-'r.�'' ;.:ti7_,:.
4..
- 'r.+�-• --•• t •yk�:� e1: �ry �'� ar`,k�q''i'��, '+-`x?.J:' 'ri.cyy,�,..•;(`:. "__tJ:,.:f-•,�;•;L l, :z ,''•�j•!.'-'.` r'fs�,•,•.. :�.
:. f�',r �� . :S�"�,r;..kY•^�'T�'w..��' " 1:.�I 3ir"'. �'� '-}I,!•s}'�J ,s.:�':r•t.`r.:, yy�-%, •'�}t" ;�4:' �f
t'f^t� �� ;'� }Y�"`�1!.:. �.''�` -'�3:•'�7 ;��i'7�:,' 'R�d �� �� i LS�:S'r"'3' i. , s
1
• '�:; ` •r] ' w ; �. E_•"' ,;, -_ �-. i+�� .,. +��:a� .tip (. �uf`�{ f: �'�.�. ';�- r_ :� .,�°�,���,.4,J�+#,r`i• vF.r..., .. �i�'.a!'1ti� n >tb"i "(_: �y�v.�:._• f=t?G'���� r# 'r�-r ''ir �' ��-�-}1i? T:i;•
, + e Ti 1".,• 1I. , ':.<i:i� 3� �°`. w�,!;` _ .��.`�- �.: •+• s�;, ' k?�=.�:ti ii''�s3' 1;•:.��- •f.
:1"'i: t •. '{'f.;:. �` s �' �- ��1 4�t'-�- ��._•! :•1:'�1 f.,,,: �
4 "•,0.. �, }=fir. r.i..R t�},. •g T•
�'L' r=�• .i4 9q f.:•�C''_S} -.'t 4.5.._e t• i s (•ri ti�Jir r.; +. .,4I`:,4 X4. :1'-1-l +,l.k�ir
j... :.�-.,r tit'..�,,� •'y. ?;.'(. ,._+k •;4 � .r�f.�; -biV '!�. ~ .!•:.: ,r" k: �"..''' =-I-.-::-.+r•- tti
.;_- i •. 1 v '� -t :'� 1' r 1•• }'=-,,fir rrJ � `Fi .L
L �• t-r 3, .:jr.r 1C_-�,��•�I(i :. °'M F .e._L+ 'j-, f7;•!' .y1.'x V',,;,.i s'y4kl
r3�. T.�_ .lpa'=1�s�,�..�i`"h!'-.�jr, �,,u>. � ,�::��,� �`•+�'i�:i!L y�'s-r •'1'*-�K"'; ;� ��h�� _ '`��, �.,.. .Y �•'^�'•E+:;
.r _ � s.' r•j�,.tit .j. f.:; � ,iY - � �= 3'; '., ',�
�-"J` F -a'yr::S� '>;ar� iy,:ic• -.+ T'f.°,.f�• .`�•," i '��+ � �HC �:4�s- .qr�:���.'
�-•'l7nw ti'` - rY�� i -� �rir _ .{:'1''. �• a.,r'•L°,�(�,� -� ,�� �"�- 'i.
•'s•».. `'1 L` �•`,'t-}'�. .� t'� R: � ..• 1 t,.,. � t"'r r}1d'tJ ar t-J ,��,
r � �i �rti,..� �:_ s yam' �_!: •• .c.n•:- r r"ry .� ,�`+{, ti.:
� e ,] � _ TEE }•t.`� :,.,., �r�,,�r�F*,,r" �,} �,"=•`r1' '1,;�
:,��al•�� � ,. F�ti>r' Yr. 4� -!�' 7'-•� �, =:*' r:,' !!� :�� r'r.-; �F.a ,4rr1�� �:. � ('
•ice' � ��:�`rT�"'•�•4', :K��' �';' a � Yy�-���: L'^ ``�•'�' �. r� .;�V�.,tir�^�� � •�
_Y", >�i..��'�'tii;;'�"�j�sz •1`�*r �JT�#� ,�, r� r �' �'Fii'•_ �����yr�� 4r E•:. � t �; � �:+' � r .s -, '. w
� •k 1 +-'`r1i'" i~`:�f'��Y`yh:l�" � f �* ���J'.Li. ,T,yl, --•: +
• ..�.- � .'I3' •'� i T � � S'�Zt�i'{� 1-r -Y4 , +r f
C• ••f;+=y:, �;F;r-ty}1 .: ' tj�t,. •,17 "�'. tj�y' �Y{4 _r f '", ;7itr�9]wQ?��{''"h{.{-FMY:•� �
• .� '.�•, •�Y, i- x�„•►[4,�tr'r;' y 'i[a r}, •x�.� � - •, •:i, '�Y',�(�• •fill?a'-t 1C�:,; ',k -4• _
fr t r:r `a .d
}y •='� _:�. �- !i�•D+ -�:r,. �r.,.. f � ..�' if�r�'r �-t q�,*; +.,�f��}.�L� ,tr•r .',.- h•i;^�•
"=i.;"•n.�"'~ �._ __+.z- 1 .j, �`�... sr�s +fJ.''i�'w .� �h:r+ '[�•��" `-7r,' ',l;..i..Jrr ar�+`�: ,yv�i��}ytis:;:k•_ns,,`Y�`��1. '�+{� t �i��:+yl.
- �' �,'£{. .r; < *,��t..� t•:::-.�'��` �'rl r /',y;� i;i.. •:, .:5, tr.Sf�l. :.1�',�'+�_i;Y-r� S�' `' r�•=',.- r
'Z. _ - �. :;`5, ,,.ir :r.eLJ,. 'j _ :� •-:`�k,F'' - r . if'i
. -?i::.isy„kt'` - f ... ,i, ,��I4;i" .•t t�' ,,...i� :f r•.'•.•.�'�,�:� ..1., _:G(:"3: .ijµ- 5• y. •;..
.._.'�Y Yi -�. - 3,�Y"�`�'m:l�ti' ��4°'• -.� r � r. \l,,.r ��';.:. r-•;;a., _ 's'r.. >t,-.k•_•.
by__• rl, T :�'";•"is i+: r
:i =ia. �� :� 4 '. _;r ii -�:ri Y••- ii5. 1 i �• }.., v! 7'.
' '1 � b '( „,r •' '� � :,- i.....F. g�Z4 .,+i.-3's{� �- ;.:Jy�; x.,.-i?s •.i�} �_�Fa.��l�i.7'„[ ia.�' l� �r�,Y ti`i y •.r''(r_ tl"f':.i kt.�. i •�!' r y� ','�?'i �` 1 �,:� ��.'�..� .:+�,,i s'• J��.1:{�F.
�i'j r. "•rT.'• .� + F:'1�4. �, `i-31• i ,.. r. ip' � =�.�
'.lss i r'i: �i ';•:• - - [f �� #"a 5 '.� �'r�., t.� s .F ry'i_t't'- '?',' `!`'-` .�1�i�i{�';:t•;�Y;�"�, � �.
r _ ;'ii. !,!�.'.. ?1'nZ��l •«'f�i<< rid: .yi,fae :» 41:.5'.is'�_.^'V�f? •vi( Al. E r'*'{'[;•1•f"� .d�': t"'• Y�t��l�-t,,: y.f~

►Manure from Pits
PSWCD 1
LIVESTOCK WASTE SAMPLING, ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES Y
I. SAMPLE COLLECTION
A. Liquid Manure Slurry
I . Under-slotted-floor pit
a. Use a length of 112" conduit open on one end and that can be
easily sealed on the other end (e.g. , by placing one's thumb
over the end of the conduit) .
b. With both ends of the conduit open, extend it into the manure
to the pit floor.
c. Seal the upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly mix this slurry and empty approximately 112 pint
into sample container.
2. Exterior storage basin or tank
a. Make sure the manure has been well mixed or homogenized with a
liquid manure chopper-agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from the manure spreader and place. in a bucket.
c. Thoroughly mix and empty 1/2 pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample .for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also
be mailed.
A'
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSWCD 1
1 . Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: (919) 733-2655
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1 . Total nitrogen (TKN)
2. Ammonia nitrogen (NH N)
3. Total phosphorus (TP
4. Potassium - • (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA: include trace minerals.
i

PSWCD 2
I. SAMPLE COLLECTION
B. Lagoon Liquid
I . Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush awAy any floating scum or debris so it is not collected
with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi-stage lagoon system collect sample from lagoon that
is going to be irrigated from. r
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residuos but should not be chlorinated or treated -in any other way.
Dry litter may also be placediin a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if 'possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of
$=4 per sample which should be forwarded along with the sample.
1 . Address: N. C. Department of Agriculture ,.
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: (919) 7 33-2655
.Attn: Dr. Ray Campbell

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

US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner i County 1;0
Location/Tract & Field Number f- Acreage S
"repared by_��� .. , ) �. `s r - Date
Brief Description of Planned Practice/RMS/Project Measure:
Environmental Factors and Resources to Identify .and•.Evaluate J
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.2-6; Hydric soils list; Classification of Wetlands and
Dee water Habitats of the U.S. ; National Wetlands Inventory Maps;
NFSAM.
No
• 'I
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation. of Swampbuster
2 . Endangered and/or threatened species: (References: 190-GM
410.22 ; Technical Guide Section I-i(13) and Section I-vii
w
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map an.y designated critical habitat

3 . Is a designated natural or scenic area included in the planning
area or will planned actions impact on an adjacent natural or
scenic area? (References: 190-GM 410.23 and .24)
�- No
Yes- - If yes,, encourage- landuser to: consult with concerned
agencies-, societies, and individuals to arrive at
mutually. satisfactory land use, and,. treatment.:
4.. Does: the- planning; area. include. the: 10.Q-year~ f1.QQ 3d• plain?t
(References-: N�CpM•;; 19,0:�-GM. 4;1.0..2:-5;; HUD; Floodl. Blain, maps.),.
�' No
Yes_ - It... yes,:
,T hs. the: ass: ste-dt ac l kely to,.. have: significant
- adverse-- effe-cts;--onr existing, natu .a-:. and; beneficial.
va-lues, in thew flood plai:n:?:
, - Is there.- a. practical_ alternative: outs:i:de: thee- flood..
- Has; the- 'flood., PI-Ain: been. used' for. agricultural
procluct-i-on. for• at, Je,ast. 3: of the. last 5.: years,-
5._ Is an, a:xchaeolog:ical or- historical site:located: in- the. planning-
area?, (References:, NQPM: 420-GM. 4'Ql. Nati.Qnal. Register- of
�i:/.stork Kate -.);
Yes:. If- yes.,.. have: steps, been; taken, to ensure- the
protection: of- this. area?,
6..- 4-re.: there: any. pri:me:, unique-, or.- locally, important farmlands: in
the. operating; unit-?' (-.References: 310-GM),
No
Yes If yes.,. identify on, a. soils map: or legend.. p
T.. Wild the.. action_ result_ in, sQC1bust iq?•°
�l No: yes.
8.. Will. the: action: result. in. swaimpbusting?°
Yes,
9:. I.s there... a potential for controversy?:, From. whom?:
No.� _ �/ Yes.- J0'
J

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

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division,please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: K&D Farms
1.2 Print Land Owner's name: Douglas RoQer_Basden
1.3 Mailing address:_1219 Quinn Store Road
City,State: Beulaville NC _ _ Zip: 28518
Telephone Number(include area code): 910-298-8199(H)298-5508(W)
1.4 County where facility is located: Duriin
1.5 Facility Location(Directions from nearest major highway. Please include SR numbers for state roads.Please include a copy
of a county road map with the location of the farm identified): Southeast of Beulavile. On North side of SR 1804 arr.,rox.
1.5 miles East of Guinns Store&SR 1801.
1.6 Print Farm Manager's name(if different from Land Owner): _
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): Goldsboro Hog Farms
1.8 Date Facility Originally Began Operation:_YY1992- f Iwr-.r ?10 f1.ACVP "c.3D,_ 14113
1.9 Date(s)of Facility Expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); 217 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
3200-Certified Design Capacity
Is the above information correct? yes; F-1 no. If no,correct below using the design capacity of the facility
The"No. of Animals" should be the maximum number for which the waste management structures were designed.
ape of Swine No.of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
•Wean to Feeder .Layer •Dairy
•Feeder to Finish •Non-Layer •Beef
•Farrow to Wean(#sow) •Turkey
•Farrow to Feeder(#sow)
•Farrow to Finish(#sow)
Other Type of Livestock on the farm: No.of Animals:
FORM: AWO-G-E 7/7/99 Page 1 of 4 31-217

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
33±
system):_ Required Acreage(as listed in the AWMP): r- 14.'10�j Acfi�S
2.4 Number o lagoon storage ponds(circle which is applicable): 1
2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?_ Nyf/ohiftim {R92
What was the date that this facility's land application areas were sited? '
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit-Animal Applicants InitialsA
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility
does not have a CAWMP,it must be completed prior to submittal of a general permit application r�
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
d 3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available
Nitrogen(PAN)produced and utilized by the facility.
✓3.3.2 The method by which waste is applied to the disposal fields(e.g.irrigation,
injection,etc.)
✓3.3.3 A map of every field used for land application.
✓3.3.4 The soil series present on every land application field.
V3.3.5 The crops grown on every land application field.
✓3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP.
✓3.3.7 The PAN applied to every land application field.
✓3.3.8 The waste application windows for every crop utilized in the WUP.
.-3.3.9 The required NRCS Standard specifications.
-13.3.10 A site schematic.
✓3.3.11 Emergency Action Plan.
./3.3.12 Insect Control Checklist with chosen best management practices noted.
v3.3.13 Odor Control Checklist with chosen best management practices noted.
r3.3.14 Mortality Control Checklist with the selected method noted.
.-3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.). Please be
sure to include any site evaluations,wetland determinations,or hazard classifications
that may be applicable to your facility.
-'3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list,please include the
additional components with your submittal.
FORM: AWO-G-E 7/7/99 Page 2 of 4 31 -217

.ility Number:31 -217
_.;ility Name: K&D Farms
4. APPLICANT'S CERTIFICATION:
I, twa& V15VETJ (Land Owner's name listed in question 1.2),attest that
this application for k.9 D FAFMS (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if 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 'ncompI e.
Signature _ Date f�-2— S _d
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question-4.6),attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if 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
NON-DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH,NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 7/7/99 Page 3 of 4 31-217

ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of.farm (Please print) :N6,, ,s k!s F:a r m f ( F,4 -
Mailing Address: 7 9 6 t. Pm n Rd
Phone No.: g10-�gk-�S"6Ss'
County (of farm):T
Farm location: Latitude and Longitude: �34'_ jT lie /�_ �.2: �}9" (required). Al , please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : f-
Design capacity (number of animals) : J.).0-D
Average size of operation (12 month population avg.): ply _
Average acreage needed for land application of waste (acres) : 2.6 _
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
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 and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
f When checked, see reverse side of form for col
Name of Technical Specialist (Please Print): BILLY W. HOUSTON_ _ DUPLIN S & W CONSER. DIST.
Affiliation (Agency): PO BOX 277 KENANSVILLE NC
Address (Agency): TELEPHONE [phone] -
Signature: ��,' a. _
------------------------------------ - --------------
---------------------------------- -- - --- ------- ----
Owner/Manager Agreement
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) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner (Please Print): Et c,, e-
Signature: X _ ! 7 Date:���I �
Name of Manager, if differen from owner (Please print):_
Signature: _ _ Date: _
e: A change in land ownership requires notification or a new certification (if the approved plan is changed)within 60 days of a title transfer
DEM USE ONLY: ACE#/

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31,2000
1. If this facility can comply with its existing permit and CAWMP it must do so.
2. Temporary Addition of New Sprayfields(*)(Check appropriate boxes.)
0 A. acres of cropland. List crop types used:
[].B. acres of hardwood woodland @ 1001bs PAN I acre added.
0C. acres of pine woodland added.@ 601bs PAN!acre added.
3. Summer Perennial Grass(Check appropriate box.)
[]A. Application window extended for acres of perennial grass until first killing frost.
[]B. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost.
4. PAN Application Increased for Small Grains&Winter Grasses to be harvested.(Check appropriate box.)
J%A. PAN application increased up to 2001bs per acre for 5.15V acres of small grains or winter grasses to be harvested.
0 B. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 3.B.
5. Waste Analysis(Check appropriate box.)
[]A. Prior to December I', 1999 the calculation of PAN will be based on a 35%reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec.1
11.Use current waste analysis to determine PAN.
6. Reg uired-Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of higher seeding rates,
B. Timely harvest of forage to increase yield,and
C. Irrigating during periods of warmer weather.
7. Required-Irrigation.Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent,light irrigation applications,and
B. Not irrigating immediately before predicted rainfall.
8. The owner/manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts,ensure compliance with the facility's permit and amended CAWMP,and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner/operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
kAO 1%ftMS
Facility Number 1_- 1— 7 Facility Name
I � f� � GEOR(�E N• pET'fu5.
Technical Specialist Name(PRINT)
Facility Owner/Manager Name(PRINT)
ity Owner�Mana�gerSignature al Specialist SignatureFacil
Date 30 NOV qq Date 30 r4 o y q y_
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*)New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
i
11/11/1999

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor _ Site Specific Practices
Farmstead • Swine production J Vegetative or wooded buffers;
Ise Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals Iq Dry floors
Floor surfaces • Wet manure-covered floors ® Slotted floors;
A Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits Urine; ❑ Frequent manure removal by flush,pit recharge,
Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ® Fan maintenance;
Dust R Efficient air movement
Indoor surfaces Dust 0 Wasltdown between groups of animals;
® Feed additives;
❑ Feeder covers;
M Feed delivery downspout extenders to feeder
os+�ets '
Flush tanks Agitation of recycled lagoon Cl Flush tank covers;
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys Agitation during wastewater Cl Underfloor flush.witli underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon l4 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection 9 Agitation during wastewater ❑ Box covers
or junction boxes conveyance

Source
Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater 1$ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emissions; N Proper lagoon liquid capacity;
Biological mixing; 9 Correct lagoon startup procedures;
Agitation a Minimum surface area-to-volume ratio;
M 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 drift Of Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface 0 Mixing while filling; Cl Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
Mixing while filling; level;
Agitation when emptying ❑ Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while Cl Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces Cl Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal 0 Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators + Incomplete combustion 0 Secondary stack burners

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter �T
Manure tracked onto • Poorly maintained access roads Jg Farm access road maintenance
public roads from farm
access Additional Information Information : Available From :
Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAB
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-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 Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

insect Control Checklist for Animal Operations
-Source Cause^ BWs to Control Insects y Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge _ -
Lagoons and Pits Crusted Solids It'd Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
--------------
Excessive Vegetative Decaying vegetation ST Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
--- — — Dry Systems
Feeders • Feed Spillage Cl Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
C' Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
_ during winter). -
Feed Storage • Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

3 Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes p Eliminate low areas that trap moisture along
and feed wastage fences 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). _
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
Ct Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Cheekiist for Animal Operations
Source Cause _ BMPs to Control Insects
ante ecnifiic Practices
Flush utters ICJi:�gd steams
g Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
Lagoons and pits ® Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 3 inches
over more than 30 percent of surface
Excessive vegetative ® Decaying vegetation ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along.
water's edge on impoundment's perimeter.
nr Qystems
Feeders Feed spillage 0 Design, operate,and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMTC - November 1.1, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause —- BMPs t® Control Insects Site S-;e-e nc Practices
Feed storage Accumulations of feed ® Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
13 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed _
Animal holding areas Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
® Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal ® Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
® Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative.Extension Service, Department of Entomology, Box 7613,North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District(SWCD)
Natural Resources Conservation Service (NRCS)
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused tb- :ioff.
5) Evaluate the application rates for the fields where ,, .,off occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all-flows in the house,flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
.After hours, emergency number: 1-800-858-0368.Your phone call should
include: your name,facility,telephone number,the details of the incident from item 2
above,the exact location of the facility,the location or direction of movement of the
spill, weather and wind conditions.The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS,phone number:
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23,2016

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23,2016