310440_Permit Renewal Application 2019_20190410

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: 31-0440 Certificate Of Coverage Number: AWS310440
2. Facility Name: Mike Wallace Farm
3. Landowner's Name(same as on the Waste Management Plan): Michael J Wallace
4. Landowner's Mailing Address: 479 Woodland Church Rd
City: Albertson State: NC Zip: 28508
Telephone Number: 252-560-6647 Ext. E-mail:
5. Facility's Physical Address: 398 Woodland Church Rd
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
44
9. Integrator's Name(if there is not an Integrator,write"None"): ` `` 04
10. Operator Name(OIC): Michael J.Wallace Phone No.: 252-560-6647 OIC#: 17320
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,700
Operation Tvaes•
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

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 Unknown) (Cubic Feet) (Square Feet) (Inches)
OF Qj" 30 w 7 fv- / 3 O 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,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: 2019PermitRenewal©ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any persron who knowingly makes any false statement,
representation, or certification•in any application may be subject to civil penalties up' to •$25,060 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: /I iCAAe/ J �s.21tW-4c? Title: J60 ti 2�
Signature: M,4 (e ,ir Date:
Name: Title:
Signature: Date: '
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:2019PermitRenewal@ncdenrgov
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• MortalityManagement Methods g
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 ublic bo
(G.S.106-403). The bottom of the burial pit should be at least one foot above the sea d of water
high water table.Attach burial location map and plan.
F1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Fir11 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
QQ 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.
ain 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 opinioniof 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).
F"I 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 besdone 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 temporary procedures or measures for disposal according to G.S. 106-399.4.
.l.q- 3619
Signature of Farm Owner/Manager Date
iiiiillllll"Pilo
Signature of c nical Specialist Date

A, MA TE UTILIZ ► '� -. .
Producer: MICHAEL J. WALLACE
Location: 479 WOODLAND CHURCH ROAD
ALBERTSON NC 28508
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1700.00 . hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
i
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for': the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient .
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2 . Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities .
3 . Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4 . Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
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ANIMAL WASTE UTILIZATION PLAN
5 . Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breakin dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to re ise this
plan. Nutrient levels for different application methods a e 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 rom your
waste management facility. In some cases you may want to have plant
Y
anal sis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and cop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H . 0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, f t3, tons, etc. )
1700 hogs x 1 . 9 tons waste/hogs/year = 3230 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1700 hogs x 2 .3 lbs PAN/hogs/year = 3910 lbs. 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 surface application.
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1
1
ANIMAL WASTE UTILIZATION PLAN
1
TABLE l: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW N
PER AC AC USED
----- or -------
APPLY RESI . APPLIC
METH N TIME
i
4639 1 AUB BP 4 . 1 205 I 2 . 55 522 . 75
I 11
4639 1 g AUB BP 4 . 1 1205 1 14 . 82 1988 . 1
3
I APR-SEEP-
.
4639 1 `G AUB BP 4 . 1 1205 4 . 62 1947 . 1
I -
�Uf
4639 1 F AUB BP 4 . 1 1205 1 13 . 66 750 .3
I -SEA
39 2 Q AUB BP 4 . 1 1205 1 12 .40 1492 ;z
I mrS' P', 1
4639 2 AUB BP 4 . 1 1205 5 . 07 11039 .35 �
IAPR-S-B-P r
-1, -2 SG 1 150 123 . 1211156-
r&39 I ,-Nme �,
v
4a
END
I
TOTAL15895 . 6
- Indicates that this field is being overseeded (i .e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients., This plan
only addresses nitrogen.
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ANIMAL WASTE UTILIZATION PLAN
TABLE 2 : ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attach d. )
(Required only if operator does not own adequate Md.
See required specification 2 . )
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMMIN ** * LBS
DETERMINING PHASE CODE AW N PER ! ACRES AW N
PER AC AC , USED
----- or -------
APPLY RESID. APPLIC
METH N TIME
END
TOTAL 0
Indicates that this field is being overseeded (i .e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i .e . small grain, etc, interseeded
in bermudagrass) , forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height ,of four
inches. In fields where small grain,. etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i .e .
April or May) . Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being . utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall .
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches. before drilling for best results.
** Acreage figures may exceed total acreage in fields due to
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i
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ANIMAL WASTE UTILIZATION PLAN
i
i
i
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 UNITSi PER UNIT
BP HYBRID BERMUDAGRASS-PASTURE TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
TOTALS FROM TABLES 1 AND 2
WETTABLE LBS AW N USED
ACRES
TABLE 1 23 . 12 5895 . 6
TABLE 2 0 0
TOTAL 23 . 12 5895 . 6
*** BALANCE -1985 . 6
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
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ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 - in order to fully
utilize the animal waste N produced. '
Acres shown in each of the preceding tables are considered Ito be the
usable acres excluding required buffers, filter strips alo g ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations . Actual total
acres in the f ields listed may, and most likely will be, m re than the
acres shown in the tables .
See attached map showing the fields to be used for the uti ization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for perigdic land
application of sludge at agronomic rates. The sludge will e nutrient
rich and will require precautionary measures to prevent ove application
of nutrients or other elements . Your production facility will produce
approximately 629 pounds of plant available nitrogen per ye 'r in the
sludge.
If you remove the sludge every 5 years, you will have approximately 3145
pounds of PAN to utilize. Assuming you apply this PAN to h ,brid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 10 .4833333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 25 . 16 acres
-of land. Please be aware that these are only estimates of I PAN and
land needed. Actual requirements could vary by 2511 depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
i
l
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 Ipplied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
r"Iit is the responsibility 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 ates and
i
1
I Page: 6

ANIMAL WASTE UTILIZATION PLAN
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 Rate Ap lic. Amount
Tract Field Soil Type Crop (in/hr) (inches)
4639 1 AUB BP . 5 1
4639 1 AUB BP . 5 1
4639 1 AUB BP . 5 1
4639 1 AUB BP . 5 1
4639 2 AUB BP .5 1
4639 2 AUB BP . 5 *1
4739 -1, -2 SG . 5 1
i
* This is the maximum application amount allowed for thE. soil
assuming the amount of nitrogen allowed for the crops not over
applied. In many situations, the application amount hown cannot
be applied because of the nitrogen limitation. The m:ximum
application amount shown can be applied under optimum soil
conditions.
i
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6 .00.
months. In no instance should the volume of the waste be cstored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2 . Failu e to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste lanalysis
report for assistance in determining the amount of waste per acre and
e, ll", the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
I Pacre: 7

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the E tate by
runoff, drift, manmade conveyances, direct ►applicati n, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2 . There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the p oducer does
not own adequate land to properly dispose of waste, le/she shall
provide a copy of an agreement with a landowner who Jis within a
reasonable proximity, allowing him/her the use of thE land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilizatior Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 . Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients .
4 . Animal waste shall be applied to land eroding less than 5 tons
ro per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5 . Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when here 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. (S a "Weather
and Climate in North Carolina" for guidance. )
7 . Liquid waste shall be applied at rates not to exceed the soil
infiltration rate. such that runoff does not occur off site or to
surface waters and in a method which does not cause d ift from
the site during application. No ponding should occur in order
to control odor or flies.
8 . Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9 . Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage rom animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10 . Waste nutrients shall not be applied in fall or win er for
spring planted crops on soils with a high potential or
leaching. Waste nutrient loading rates on these soi s should be
held to a minimum and a suitable winter cover crop p anted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forage breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of t e 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 resi ential
property boundary and from any perennial stream or rver (other
i
than an irrigation ditch or canal. Animal waste othr than
swine waste from facilities sited on or after Octobei 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 f et of
dwellings other than those owned by the landowner.
14 . Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15 . Animal waste shall not be discharged into surface w� ers,
drainageways, or wetlands by a discharge or by over-spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site byl a
"technical specialist" . Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16 . Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc. , shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc. ) . Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc. , are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and aFcessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
lPage: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18 . If animal production at the facility is to be suspe ded or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and e37OSion.
19 . Waste handling structures, piping, pumps, reels, et . , 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 preplant with no further applications of
animal waste during the crop season.
21 . Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be mana ed to
maintain the liquid level between the markers . A marker will
be required to mark the maximum storage volume for aste
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 and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
i
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the spe ifications
and the operation and maintenance procedures establishe in the
approved animal waste utilization plan for the farm nam d above . I
(we) know that any expansion to the existing design cap city of the
waste treatment and storage system or construction of n w
facilities will require a new certification to be submi ted to the
North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 4-hour
storm. The approved plan will be filed on-site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request . `
Name of Facility Owner: MICHAEL J. WALLACE
(Please print)
Signature: ate:
Name of Ma ger(If di erent from owner)
Signature: Date:
i
Name of Person Preparing Plan: (Please print)ANGIE B. QUI
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT 7
Phone No. 910-296-2120
Address (Agency) : PO BOX 277
KENANSVILLE NC 28349
i
Signatur Date: o`--
i
Page: 12

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y} .. � '_' \ \ a( � ,( i ry -a a r t 2, t V \ t• �' a ,�
w 4a m}>Z F 4

►BLE 2 - Traveling Irrigation Gun Settings
1•; ii) nor ko iii Eder 3 " X 1 , 000 ' John Deere Pumping Unit 4039D Berkley B3JQBM
re,Model and Typo of Equipment:
EQUIPMENT SETTINGS
laid Nov Traval Application TRAVEL LANE Wetted Nome Operating operating
and Spood Rate Effective Effective Diameter Diameter Pressure Pressure Arc
drant Noe (ftlmin) (lnfhr) Width(ft) Length(ft) (feet) (inches) @ Gun(psi? @ Reel(psn Pattem� Comments
111 n 12 .49 1 .34 __ 8— 5 0— 1— 0 8 3-2-0---I 2X•5-O -0-5_2- 5-5- cre-_ ----- -. -- -
1-1 2.49 1 . 34 220 955 1300 ( 1. 18 0 I 108 320 220X955F4 .82
C 12 .49 ( .34 220 91-9 1300 1 1. 18 (` 50 1 108 -320 1220X915=4 . 62
1 ( 34 220 725 ! 300 11. 18 50 1_0 8320 12 X725=3.66
112 D 12.49 1 .34 220 1 475 1 300 ( 1. 18 " 50 ( 108 1 320 1220X475=2 .40
C12 .49 1 .34 220 1005 1300 11. 18 50 1108 1320 1220X1005=5.07
1 1 I l I I I I
i I I I ! I I • I I I
! I I I I I
• I i I I i I I I I ! •• .�
� I I I I 1 I I • I l
I I I ! I I I I i •. ,
1 I I i • I I I I I ! :q�.
I 1 • • 1 1 � I I 1 • • 1 1 . .
! . • ( ! I I I I I 1
e attached.map provided by the SWCD Feld Office for field location(s).
ow separate entries for each hydrant location id each field.-..'
e the following abbreviations for various are patterns: F(full circle),TQ(three quarters),TT(two thirds),H(half drele),T,(one thins);Q(one quarter):
ay also use degree bf. re In degrees. . �r
,4
latiom Parameters -
• USDA-MRCS
Ober 1995 :, page-2 North Carolina

Y
CONSERVATION PLAN MAP 9 74 8443 04
,wnn Michael James' Wallace: operator__-_
olprftwarish_-_ Dup1tin state North Carolina Date
,pproximate acres_ 20"� v Approximate scale 1"=660'
ooperatingwith Duplin Soil and Water Conservation District
N P,anidentification Photo number AOM-1121-188
Assisted by Reririeth R. FUtreal_.; USDA Soil Conservation Service
ragHaa e.# .ypt6llr�.a ���� 5
s
1
xr
.L
n

JV 1 L IY1Hr" f / 41
Owner Michael James Wallace Operator L�
County/Parish _ Du tin
Stet© North Carolina
Sail Survey Sheet(s) or code No. (s) 1"= 88D`
Approximate Scale
N
Prepared by U.S. Department of Agriculture,Soil Conservation Service cooperating
Y'nth _ .AU.p lin Soil and Water �Conservation District
mg
`�`�• — _ _ ..r -.. gal j/ - '�,Y,`l j I Ir
_r
,
. �� yr. +. ��.3�7� •f _._.�Ft �
K
x
N941,
-.: f .,�___ ` �� 1� tea' ,-�•� tf � .��.
LX
i

R ° +. 7��r�'a� � � ,y7 f ".�h.y��)�1`Y`��r�l�y�y��,✓il r tY +d
r^e lt??" 'd'r � J'i•' r II i. y�r y r?,'y(>F"il�f r (�§�1�, y
41
A `t }Liy f r4 `@L Yi,'� "P�, , S�i�}I 'j 7A t � lay L,\ .\ ♦ ., r
Yil �` �,},� � i� Ig,IS N,�.h _?.`?� ' '�.v{.P ,R-!>3✓x
t x. 1trfFr"'d��A s,,.�
�y ♦h r !lr1' Y 1 Y a � 4. .�y l
.��� ��Y �Yd� +��y��} 4�• rtI � �i� aa J�� � 1
1 `..p , t A Y.. 1. �1Y ♦ � PMQ,e�y' Y.RI 1 1 Yt'Vp 1t'.(". t r�1 Lf f '+3 ,In, t
aw
Y � • J+ V '+� '`� "8�Ci1F"'Q 6Y yr� � + vCt rrr.i ^
p ` ' t g{+ >t�' ' p+R 7bCr ,fln ,d In � L'�7r,S dt'7.R� Lt t �•
.',. � ��'.s yN )- i+�'f.�.}} 9'e �' � 4 i 4 'K y'�q � 1 � �m''z"•���`nR 1�'15 M. r R
ty'�64a? �r t ✓
SF I n1 N AQ
A' t Yy
f{\ :A .......' , ``q
IV
�yy ,
�(`. r�f �•�� ) *154IV
p, dn
f ' ;r f ' ryw,',L ^ 1 � i �.`� r� �k9F�� s. ( „ ,�, r i,? *�P'' tK•,c,,�S( 1F "'ntr �.
ar � :,.L,+ �1es.: �''yC' tJM1+ �r✓M� �,�,v�K � (4f`��+� �, r dry) ! t �� � y"y.�
dz{Py�,
^EM'�
' L
"'^. Y �� 6 4 ' R
\YtrS� F r f 1 'y,kr F \mil ,F try rk A nk at yi1y
t t`,;f" `fit 5°b�.st� tY +f '�r'y4Y� ` �r le+� ".�'".✓'r NM ,r j .
g' Ir .5A"
hYl� ytr vi of it v'at�,p �a� l Y'Z tJ {,1jLr �•yl' �eyv� {���'' 1�'t � �i ,. � ,
YA{* y i �5 'q�r �+kn� ✓ 1 �Ytis rn Ir �i Y e d-�`�}} ° b�fi���<� �Y
ry L5V t [y fR x < i✓ }A 1 ` k r er +t.k � � � +
} M.'� �{�• A„����'. F' „y ) a'f.�.'� 3�.-y r 'tak ,,N'�n"'�ra.`.4`(t�, 'r y L * +r
—' ,. r ,�- LIV Qv We Ma .1
w r : f,
�5� .its �•�� 1 A ,i.� � J' � F!:_ r
7

BLE 2 - Traveling Irrigation Gun Settings
I: ttI Aq 161 iii I:c,c::L 3" X 1,000 ' John Deere Pumping Unit 4039D Berkley B3JQBM
i!, Model rurd Type of Equipment.,
_ EQUIPMENT SETTINGS
old No' Travol Application TRAVEL LANE Wetted Node Operating Operating
and "good Rate Effective Effective Dlamoter Diameter Pressure Pressure Arc
Irant Noe (ftlrnln) (Inlh Width(ft) Length(ft) (feet) (Inches) Gun psi) Reel(psi) Pattern° cornmenis
_..._. •5 $5,a
_.•.____I, 12 .49 1 . 34 220 955 1 300 1. 18 I 0 I 108 2 1220X955=4 . 82
C 12 .49 1 .34 220 915 i 300 1 1. 18 50 108 -320 220X915=4 . 62
12 .49 1 -.34 220 7253001. 18 50 1 G8 1 320 122 X 25=3 .66
02 .49 1 . 34 1 220 1 475 1 300 1 1. 18 " 50 .1 108 1 320 1220X475=2 .40
li 12 .49 1 .34 2251' 1 1005 1300 i 1. 18 50 -1 108 320 i220X1005=5. 0-7
I I I I i I I I I 3.�
I 1 I i I i
f ! � I I 1 i ! • I I I
1 I i i I I I I I .. ,.►
! I I ! I I ! I I - •..�
• � I ( I � I I i. I I 1 q.�� _
I 1 1 I � I .. I 11 � -r•�
i I ' ' • 1 � I I I I I ' � I I . .
. • I ( � I I I � I r .
a attached map provided by.the SWCD Field Office for field tocallon(s).
ow,separate enMes for each hydrant location it$each field.
6 the foilowing abbreviation's for varlotls arc pattems: F{full circle),TQ(three quarters),TT(two thirds),H(half circle),T.(one third),Q(one quarter):
ty also use degree of are In degrees.
lation,Parameters - USDA-NRCS
aber 1995 page,2 North. Caroilna'

T
?file
Qatloo � 15 7
Post O�ioe soot 4�9 .
1357.N.Norwood SL
Wallace;N.C.28"
. pl�oocs FAX
910-2�'S+S81 910-29"1"
, ..
Michael i Wallace DATE-- November 22, 1996
Farm #
PROJECT
PROPOSAL AND CONTRACT AGRE1Tr
]FOR
�t8IGAnON SYSTEMS&EQ
, ;1', unp, nq_,Riser_w/.BFV,;,& AV150 540 .00 540 ..00
Riser w/AVS . 190 .00 380 .00
2 ,. nd:Riser w/AVS & AV150 290 .00 580 .00
1...:.... 4x4.. VOE - 198 .00 198 .00
I,; <<.j,ct;6x6;:,Tee 61 . 47 61 . 47
~..4. :,Thrust Blocks 180 .00 720 .00
_.
:Alum 90 w/clamp 105 .00 105:00
.ft. 6". C200 PVC Pipe 2 . 15 2,580 .00
,:..
5,164. 47
Tax 51. 64
nchng &..Backfil ling 1 .50 ;,.1,800 .00 • .
Ala :prices & work is based on trenchable conditions . All
•..work due to cave ins will be at the rate of $ 5.00 per
h...%3; '.: ?.gX.pent for pipe .& fittings will be due upon d livery and
; � : ation-will be;due upon completion of job. Pip footage &
, x�jj ;.t-1: are,estimated. ., After ,the job is completed, n actual
;t ,-be made, and billed accordingly. All work material s
tsraran:teed for 1 year.
This proposal shall not become bindng to the purchaser until signed by both the purchaser and th seller.
DATE: DATE:
PURCHASER: SELLER:

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/OperatorName• Michael Wallace Duplin
County:
Address: 479 Woodland Church Rd.
Alhertson . NC 28508 Date: 11/15/96
Telephone:
- -
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Slope Rate Cyc1e4
Number2 (acres) I Soil Type I (%) I Crop(s) I (in/hr) I (Inches) Comments
1 14 1 bTO 3 1 Bermuda 1 .34 I . 6
2 2 1 bTO 2 1 Bermuda 1 .34 ! . 6 ;
i I I
I I
I I ! I I
'Table to be completed in its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the SWCD Field Office for field location(s).
3Total field acreage minus required buffer areas.
4Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
i
Irrigation Parameters USDA-NRCS
October 1995 -. page-1 North Carolina

TABLE 2 - Traveling Irrigation Gun Settings
E30 Ag-Rain Reel 3 " X 1 , 000 ' John Deere Pumping Unit 4039D Berkley B3JQBM
Make, Model and Type of Equipment:
EQUIPMENT SETTINGS
Field Nol 'travel Applicatlon TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Date Effective Effective Diameter Dlamotor pressure Pressure Are
Hydrant Noe (ftlmin) (inlhr) Width(ft) Length(ft) (feet) (inches) @_Gun(psi) @ Heel(psi) Pattern3 commonts
220_ - 505 I 300 _ I_ L18 --5.0. -.---L10-8 [-3-20 122.0X5.0-5—.2 . 55acre---
B 12 .49 1 . 34 220 1955 I 300 1 1 . 18 1 50 1 108 1 320 1220X955=4 . 82
C 12 . 49 1 . 34 220 915 I 300 1 1 . 18 1- 50 1 108 320 1220X915=4 . 52
F12 . 49 1 . 34 1220 725 ! 300 11 . 18 1 50 1 108 1320 1220X725=3 . 66
##2 D 12 . 49 1 . 34 1 220 1 475 1 300 1 1 . 18 1 50 .1 108 1 320 1220X475=2 . 40
E12 . 49 I . 34 1226 1005 1300 1 1 . 18 I 50 1 108 1320 1220X1005=5 . 07
! 1 I I I
1 I ! 1 I I I I
1 I I l � I I 1 I I •
-
+
� -
I
1 1 i i I • 1 I I
.'See attached map provided by the SWCD Field Office for field location(s).
�.2Show separate entries for each hydrant location id each field rf'
.3Use the following abbreviations for various arc pattems'_ F(full circle).TQ(three'quarters),TT(two thirds), H(half circle),T(one third}.Q(oneaquarter)
May also use degree.bf arc in degrees.
Irrigation Parameters USDA-MRCS
October 1995 • • page-2 North Carolina
� P

mlx�� waiiace
479 Woodland Church Rd.
Albertson, NC 28508
255 .LBS N. X 1,000 = 110 , 869 gal per acre
2 .3
110.869 = 4 . 08 inches per acre
27, 154
4 .08 = 6 . 8 trips on 7 applications
.6
1.08 Ring Nozzle @182GPM 60PSI
Lane
Spacing Nelson SR 150 gun 1. 18 Ring Nozzle 50 PSI
205 GPM 300 ' diameter 750 of 300 ' = 225 '
Lane Spacing = 220'
Average
Application 96.3 X 205GPM = 197415 = 34 X 360 = 1. 125
Rate 3 . 14( .9X150 )2 57255. 526 320
.34 X 1. 125 = .38" per hour
or 96.3 X 182G-PM = 17526.6 = .31 X 360 = 2
3. 14( .9X150 ) 57255. 526 180
.31 X 2 = .62 " per hour
rLcive Seed per min
51 = 1.605 X 205GPM = 329.025 = 2.49ft
Speed o T' /y 9',y /0,2--kr,
.6 220 ' 132
52 = 1.605 X 205GPM = 329.025 = .6"
2 .49 220 547. 8
S1 = 1.605 X 182GPM = 292. 11 = 442 ft per min yr
.0 110 66.0
52 = 1.605 X 182GPM = 292. 11 =
4 .�2 110 s
��G •
Main Line PR 200 , 6" PVC 205 GPM . 1 '
loss @ per 100 Hazen Williams
1200 ' @ . 1 per 100 ' = 12 X 1.2 PSI
TDH sprinkler PSI 60
discharge check valve 1. 5
30 'X6" suction including hose 8 ' lift 3.46
PR200 , 6" PVC main 1200 ' @205GPM 1.2
elevation to gun . 6 ' 2.6
field elevation 8 ' 3.46
hose traveler 3" @205GPM X 11000' 58
130.22 PSI
300.81 Head

orsepower 205 X 300. 81 - 61666 .05 - 23 .96 - 31.94 HP
3960 .65 2574 . 75
Friction loss char�s included
trust 611 X 90 9350 X 1. 41 = 13183. 5 = 6. 59ft2
locking
2 , 000
63 X Tee 9350 X . 70 = 65.45 = 3 .27ft2
2 , 000
,

TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gun I Irrigation
Flow Rate of Sprinkler(gpm) I 205
Operating Pressure at Pump(psi) 1130. 22 I
Design Precipitation Rate(In/hr) 34
Hose Length(feet) 11 , 000 XXXXXX=
Type of Speed Compensation ke cha n i c a i XXxxxxxx
Pump Type(PTO,Engine,Electric) I engine
Pump Power Requirement(hp) 131.94 HP I
I
I
TABLE 5 - Thrust Block Specifications'
Designer may,provide thrust block details on separate sheet.
i THRUST BLOCK
LOCATION i AREA (sq.ft.)
90•Bend +9350 X 1.41=6. 59ft
Dead End
Tee !9350 X . 70 = 3 . 27ft
I
I
I
tSee USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
Irrigation Parameters USDA-NRCS
Oct6V1995 ., page-4 North Carolin

IRRIGATION SYSTEM DESIGNER
r
Name William B. Halllllviz� 9
Tno Me & Irrigation
Company:
Address: PO Box 489 ; Wallace ,NC 28466
Phone: ( 910 )285-5581
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, travel lanes, pipeline routes, 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,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
NOTE: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 -Waste Not Discharged to Surface
Waters.
i
Irrigation Parameters USDA-NRCS
Octdb 995 page-5 North Carolina

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut-down,winterization and regular maintenance of all equipment.
v , nV_ ha-r -
4039D with a Ber.kley* B3JQBM pump. Hose traveler will be using -a 1. 18 ring nozzle. Reel
pressure at 108 PSI , spraying on a. 320 . pattern. Owner should fill water hole up in field.
At the end of the water way, the owner should build a control outlet to make sure that
waste water will not run off before it has time to inf illtrate. If owner sprays. on a
180 pattern, he is to change ring nozzle to a 1. 08 ring at 182 GPM. Change travel speed
to 4 . 82 ft per minute or 289 ft per hour. To winterize equipment , pull hose app. 1/2 off.
Open drain on gun cart , disconnect supply hose to reel and wind backin. To winterize pump,
screw drain plug out of pump and wash thoroughly. Fill fuel tank to capacity. Grease
equipment daily when in use.
Irrigation Parameters USDA-NRCS
Ocia . 1995 ., page-6 North Carolin

IPSPressure-Rate"id SDR 13.5(315 PSI)
PVC
1 ' '
1 '•VC Pis
1,41 00
SPECIFICATIONS DATA
PRODUCT DES's; tIPTIONI J H 0 P I"Fil l-
Diamond IPS pressure-rated PVC pipe (2" PROPERTIES OF PVC 1 54-B (1120)
through 12") is made of compounds conforming Property ATM Minimum
to material requirements of ASTM D2241 in I est
accordance with ASTM D1784. The pipe sizes Specific Gravity D 792 1.40
(4" through 12") are made with an integral Tensile Strength, psi D 638 7,000
bell which utilizes a gasket for sealing in
accordance with the requirements of ASTM Tensile Modulus, psi D 638 400,000
F477. Integral sockets for solvent cementing IZOD Impact Strength, D 256 .65
meet the requirements set forth in ASTM ft., lb./in.
D2672.
/. Diamond IPS pressure-rated PVC pipe meets all
the dimensional, chemical, and physical cltr_Mu;At RESIs ANCr:
requirements as outlined in ASTM D2241. ASTM TEST
93.0% Sulfuric Acid, D 543
Each male end shall be beveled to facilitate 14 Days Flotation at
joining and reference marked for assuring 55 + or -2° C
proper depth of insertion. Diamond furnished Change in.Weight, % -0.1 + 5.0
lubricant is to be used in the joining process. Change in Flex Strength, % -25.0 to + 5.0
Diamond IPS pressure-rated pipe is supplied in ASTM Oil No. 3, 30 Day
20-foot lengths. Immersion at 230 C
Change in Weight, % - 1.0 to 1.0
�3
Mlnlmum
Curve Radll
of Pipe
13

' Diamond ASTM D•2241 Diamo d
Gasket Specif P�res� re�Rated PVC Pipe
cations
IPS
Approximate Coupler Dimensions
t :
I
I
NT W�
I
I 1. Gasket configuration locks gasket in place and
I prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - p ovides a seal under
vacuum.
I 4. Wiper beads to clean spiC of end.
Diamond A TM D2241
IPS Pressure-R ted PVC Pipe
Rieber Gasketed Joint Dimensions
A
O.D. C STOP 9
Size Gasket Race Socket Depth MARK
'MAX o.o.l
2 .3.166 4.500 T 3� `, j7
--(VRN • 21/2 3.719 6.000 �_ A { ert 0.0.1
3 4.434 6.000 Ri iber Gasket
4 5.603 5.000
6 8.252 6.250
8 10.420 6.500 . Pipe A B D
10 12.762 7.500 Size Insert Socket Diameter
12 14.952 7.500
?" 3 4 1/2 3 1/8
3" 4 5 1/4 4 7/16
4" 4 1/2 5 1/2 5 1/2
6" 5 6 7 13/16
D•2241 Pipe Dimensions 8" s 1/2 6 7/s 10 1/8
10" 5 3/4 7 1/2 12 1/2
Minimum Wall Thickness 12° 6 8 1/4 14 11/16
0•.17�b '•SDR•13.5'SDR•21 SDR-26 SDR•32.5 SDR•41
Site• 0.0: Sch,l0; 31.5 PSI 200 PSI 160 PSI 125 PSI 100 PSI*
No
1/4" 1.050 .113' .060
1 1.315 .133 .063
1 v4" 1.660 .140 .079 .064 .056 Short orm
11i=" 1.900 .145 .090 .073 .058 Specification f r Diamond
2 " 2.375 .154 .113 .091 .073 PVC Irrigat on Pipe
21/2" 2.875 .203 .137 .110 .088 ASTM-D2241-SDR 1 32.5 26,or21
3 " 3.500 .216 .167 .135 .108
4 " 4.500 .237 .214 .173 .138 .110 Diamond PVC Irrigation Pipe shall be made of
5 " 5.563 .258 .265 .214 .171 .136 compounds conforming to ASTM D 1784 with a
6 '" .6.625 .280 .316 .255' .204 .162
8 "•8.625 .322 � � .410 .332 .265 .210 cell classification of 1245 B. Diamond PVC
10 • "10.750 .365 .511 .413 .331 .262 Irrigation Pipe must meet all the dimensional, •
12 "10.750. .365 .511 .413 .332 .311 chemical, and physical req irements as outlined
in ASTM D2241, -Annex, _ NSI/ASAE S376.1,
and SCS 430-DD, and will be supplied in 20 foot `
uiamond's IP$.Pressure-Rated PVC Pipe coupler
laying lengths.
meets the requirements of ASTM D-3139.
'Inquire for availability.
14

INSTALLATION
Table 4. DFSCRIPTION OF F.MBFDMF:NT MA1 ERIAL CLASSIFICATIONS
SOIL SOIL D SCRIPTIO%OF
Diamond Agricultural PVC Pipe should be assembled and CLASS TYPE %IATF.R AL CLASSIFICATION
installed with uniform and continuous support from a firm Class I Soils* Manufaetuted angular,granular ml terial.IN to 1 IR inches(A tit sal mnQ tote,
in
eluding materials having regional ignificagee such as crushed ussne of n+t..t„^►en
base in accordance-with the installation procedures provided caraL Crushed slag.cinders or Crubed$hell$.
in ASTM D2321,and the Installation Guide for PVC Water aria I)Sails•• GW Well•g%adW travels and gas-vtl.sa d miatilres.little for rag fines 50%or nave of
Pipe (a "pocket-sized" edition is available from your cause fraction retained on No.1 1 icve.Marc I141195%retained i„1 Nu.2(0 sieve
Clean.
representative or from Diamond Plastics Corporation.) M poorly graded gravels and travel-Wood miatures.little or fail fines SlM{,„miirc
;coarse fraction retained an No.1 1 jave.More than 95%retained on Nn p111 tieve
jClcan.
Embedment materials are to be in accordance with soil SW Well graded sands and gravelly to S.little or no,fines.Motcthan NI'(ill coarse
classifications listed under Unified Soil Classification fraction poses Not.d sieve. Moore than 95%retained'in Nn..1x1 v,rtc, ('!earl
SP ;Poorly graded sands and gravelly and,•little or to'(lows. More than}IR;of ro/rsr
System,ASTM D2487.and ASTM D2488. i fraction passes No.•sieve. Marcthan 95%retained on No.Nki rave. (•lean.
Class III Soils... C" (Silty gravels.gravel sand-sill mu urea. 5(1%art more of t+iuse fiat g,.n retained.,n
To assemble, clean mating surfaces of the bell, spigot, and Ng..sieve. Most than i0%ret.i ed an Nit.:lxl tseve.
gasket. Apply gasket lubricant (furnished by Diamond • (x Clayey gravch,Moregravorl,%and clay iseures. Bali 21 1 sic%nuire+d touvc ti a•1^a rrtai
an No.<sieve.More than SIKt r tairoocd on Nn.:Ixl sirtr.
Plastics Corporation) to the entire spigot end up to. the SM silly sands.sand sill naiatwes. Note than tar of of coo ow Irxl^in IIA%W%K..,d tn•te
'i More than 509r retained on Net.2 Ill sieve.
reference mark. Also,apply lubricant to the contact surface st Clayey sands,sand clay mtatwes. Male than ur4 of%mane fr..l,,,n a
of the gasket. sieve. Mnre than 50%retained cot i Nov.200 sieve.
Class IV soils hll. Inorganic silts.very fine sands.tok Motor.silly it,cla)ey fen.•retina 1.I4uH1 hmu
With the pipe in straight alignment, push the spigot into 50%or less. 50%air male passe No.2()0 Steve.
CL {Inorganic clays of low to media plasticity.gravelly cla�t.vand)'04%"all tlar..
the bell up to the insertion line. If a pry bar is used to I lean clays. Liquid limit 511%or I u.SO%car more pavv,•s No 21x1 vierc
apply force,the pipe should be protected by,placing a board hill I Inorganic sills.micaceous tit dial nlaccous fine v.nd%to vela.cla•uv vdt• l.Wut•l
limit greater than 30%. SIV4 or more passes No.:Ixl sle%c
between the bar and the pipe. of 1 Inorganic clays of high plasticity.fat clays. Liquid limit gwisier than SIN; s11•i.a
i name passes No.2011 sieve.
If normal forolodoes not complete the joint,disassemble the - Class V soils cl. (hganic Was and organic silly clays of low p'avtituy L+qu+d lioul NY; lest
�"�°`"'°"par"` �k'
joint and examine the parts to make certian they are free of '
(If I(kganic Clays of medium to high plasticity.Liywd loon gnvtt•r than all?-sty{or
obstructions. Visually inspect the completed joint to insure , mare passes No.200 sieve.
the gasket has not been dislodged. rf I Peat.muck and other highly org tc sails.
• Soils ue as tkfined in A.TM D 2487.eseepl fur Class I ma fiat which is defog"'in ASTk1 1)
•• In accordance with AST D 2497.less than Set.pass No.2 sieve.
••• In accordance with A M D 24a7.•50ils with 3%lei 12%passing Nat.2eN1 artC fall of a A+rderhge
classification that is mat characteristic of Class 11 than of Class III.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The haunching I area is most important to the support of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY* PVC pipe. For(good support, the haunching area should be
FOR GRANULAR MATERIALS IN PARENTHESIS" compacted to ;the densities given in the Long Term
Deflection Chart.
CLASS OF EMBEDMENT 1 II III IV
Manufactured
MATERIAL DESCRIPTION Granular Sand and Gravel Mixed•Grllin Fine Grain
Mawrials Soils.Clean Soils Soils
Figure 2.
Optimum moisture content.range 9-12 9•I8 6.30
limit Al of dry weight
(eC/ra1E0 1atMCN etOti •
Soil Consolidation MeaM %of Proctor(or Relative)Density Range (It u
Wear tat
Compact by power tamper 95.100 95.100 95.100 90.100
orrdmmer (75.100) t80.100)
Densifybyportable 80.93 80.95 80.95 75.90 Carla •art eto1N
vibrators (60-75) (60.80)
• IMllral
a/Callll
Consolidate by saturation M95 80.95
(60.75) (60.80)
loft sratw6llrtE .I.(
Handplace 6480 ', Mwxdlac W
(40.0 r
tE001N4
Hand gasp 1 r 60-90 60.80 60.75
rotlM N LIO Cum got t
Dump 6480 60 80 60 80 60.75 ::'�':'•:{l'r
✓ (4(.60) (50.60) .:r
• Relative density is noted in parentheses.
•• This table serves as an approximate guide defining average Proctor densities attuned through various
methods of soil consolidation in different classes of soil.The table is intended to provide gltitlancc and is
not rcoo,mended for design use.Actual design values should be developed by the engincer for specific
soils al specific moisture contents.
3

:.:FRICTION LOSS:.CHARTS
FOR DIAMOND PIPE '
IPS DIMENSION
4-Inch 5-Inch y 6-Inch 8-Inch 10-Inch 2-Inch
x ,�....._ .
.GelEons•
Per Mint yF
=� FRICTION HEAD LOSS IN FEET PER HUNDRIiD FEET
Y150..,`.
:160 1.26
170 1.41 '•S
IIK' 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 i
280" '.:. 3.56 1.26 .54 .14
300}` 4.04
Y ., 1.43 .61: .17
+ r
4.56 1.62 .69 .19
3Oa . :�' 5.10 1.82 .77 .21
'• 360, 5.67 2.02 .86 .24
3$0'Y�z` 6.26 2.22 .95 .26
r400,': : 6.90 2.45 1.04 .28 .10
420,� r 2.69 1.14 .31 .10
2.92 1.25 .34 .11
46o s'�'Lr;.; :. 3.18 1.35 .37 .12
3.44 1.46 .41 3
Y .14 �
.3.70 1.58 .43 .15 60
1� 5Qa, . .52 ! .18 83
.21 96
• F , ' . •2.22 .61
::.650 `xt� 2.58 .71 .24 10
700 2.96 .81 .28 25
3.36 93 .32 41
800'; 3.78 1.04 .36 58
850 r: 4.24 1.17 .40 75
900.,. Table based on Hazen-Williams 4•71 1.30 .44 94
950 5, equation-Cw 150 5.21 1.44 .49 13
100014 ��,, .T i d friction 5.73 1.58 .54 33
o..f n r ction head loss in
•1050' ; ;PVC-pipe having a standard. 1.73 .59 54
1100 <�j ;.dimension ratio other than 21, 1.88 .65 76
150t 'nS, .the.values in the table should 2.05 1 .70 98
,., be..rfiultipiied by".the 2.21 .76 22
1250•.: ., 2.39 .82 46
appropriate conversion factor
13001, _:�;; .
1350`: z (F) shown below: 2.57 .88 .3171
2.76 .95 .397
1400t, 2.95 11.01 .4�23
14 ,"SOR: _ PR F 3.16 1.08 .4 1
15 3.35 1.15 .5 8 21 200 PSI.•:. . 1.00
1.60Q .. 26 .. 160 PSI .91
. � 1.30 .5 8
go 2.5 125 PSI .84 45
100 PSI .785 1.62 .6 8
1900. '; ; 51 80 PSI .75 1.79 .7 7 ��1
2000 64 63 PSI .71 `-/
1.97 .8 0
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

1
f
i
Figure 2. Anchorage blocks for in-line valves.
Tabl-e.. 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 s. for test pressure in psi
Pipe Diameter 100 -PSI 150 PSI 200 PSI 250 PSI
inches
1k 295 440 590 740
2 455 680 910 1140
2�
660 990 13
3 9$5 1480 1970 2460
4 1820 2720 63 4540
6 3740 5600 7460 169350
g 6490 9740 13,000
10 10,650 16,000 21,3000 26,600
00
12 15,150 22,700 30,20
14 . 209600. 309800 41,100 S1,400
16 26,600 399800 539100 66,400
-6-

L( 5,
Table 2 .Factors -:for Calculating Thrust W for
Elbows and.'Tees.
I rII
Elbows:. goo 1.41� Tees 0.70 L
.,
60 1.00
450 = 0.76�'
300 0.52
.22.50 = 0.39
'7a.ble 3 gives the safe .bearing load for different soil types
Table 3. Safe Bearing Load
Soil 1 b/ft?
`S Mulch, peat and•'simi l ar 0
L;v
Soft Clay 1000 /
Sand 2000 �--
Sand and gravel ��
Sand and gravel cemented
with clay 4000 1
Hard shale.. 10,000
` 2 .. Thrust Table 1 & Table 2)
`Thrust; block area (ft�): P-t =
o! ear!ng 'stre gt a e )
In:;placing .concrete thrust blocks, check with the M nufacturer cf the
pjpe:-,,be'ing used to ensure that the correct size thrust blocks are
be ng.'used.
ere, area number of machines that can be used to prepare the
trench :for. PVC -pl-astic pipe. - -Solt types, moisture 5ontent, depth o
arh„required and type ;and.:diameter of pipe must a consi dere .
f enches backhoes,�or vlbratin plows
y ;chain .tr.caches,. wheal: tr .
w�i)lbe,.used''-for..trench preparation. The v!brati ng plow can on y be
used :for. solvent weld PVC pipe and generally is lim�ted to the maller
'diameter. of� pipe. ' :-Under--most conditions the chain• trencher or ti heel
drencher: wi.l 1. be-faster than,:the the backhoe. Where wi a trenches or large
pipieaare..required, :��the back,hoe;will be most sati sfa tory. If s it
lcti,Qns: permi t;1�long ,stretches of open trench w! l expedite
!pe
,: i�hation. Hotirever, i rai n" i s forecast the pipe should be nstalled
turns in the 1 ine at obstructions,
�', r}aa th `trench �backfilled: `�T (avoid `sharp
trenches�shoul d""be'"'curved'!'wi thin limits of curvature of the pip .
-7-
i

-8-
o CE'' TABLIES
BIG GUN PERFO
100 SERIES BIG GUNS -- 2410 TRAJECTORY 100 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
NOZZLE
.112 .768 .812 .857 .895' .927 .965
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
50 74, 22
0 88 225 100 230 115 240 129 250 150 255 167 260
60 81 235 96 240 110 245 125 260 141 210 164 275 183 2BO
70 88 245 104 250 118 260 135 275 152 290 177 295 19B 300
BO 94 255 111 265 127 275 145 285 163 300 189 305 211 315
90 99 265 117 275 134 285 154 245 173 310 201 315 224 325
100 105 270 124 28g 142', 295 162 305 182 320 212 325 236 335
150 ERIES BIG GUNS — 2410 TRAJECTORY 150 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
.86 .97 1.08 1.18 1.2b ' 1.34 1.41
PSI SPM' DIA GPM DIA GPM . DIA GPM DIA GPM DIA SP DIA GPM DIA
50 100 245 130 265 165 285 205 300 255 320 300 335 350 350
60 110 260 143 280 182 300 225 315 275 335 330 350 385 365
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380
80 12B 280 165 300 210 320 260 340 315 36�0 380 380 445 395
90 135 290 175 310 223 330 275 350 335 370 405 390 475 405
100 143 300 1 185 320 235 340 290 360 355 380 425 400 500 415
200 SERIES BIG GUNS -- 27° TRAJECTORY 200 R RING NOZZLES
FTNOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
I.29 1.46 1.56 1.66 1.74 1.83 1.93
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
_ 405 535 420 1640 435
.,0 �30 325 . 300 355 350 370 410 390 470
60 250 340 330 370 385. 390 445 410 515 42� 585 440 695 455
70 270 355 355 385 415L 405 480 ,425 555 44Q 630 455 755 475
80 290 370 380 400 445 420 515. '440 590 455 675 470 805 490
90 310 380 405 415 475 435 545 455 625 470 715 485 855 505
100 325 390 425 425 500 445 575 465 .660 4B, 755 500 900 520

-11-
TRAVEL SPEED CHART (INS/MIN)
LANE DEPTH OF WATER (INS)
o
GPM SPACING
FEET 0.4 0.6 0.8 1 1.5 2
3 52 2.6 1.9 1.4 1 . 1 0.7 0.6
4 55 3.5 2.3 1.8 1.4 0. 9 0.7
5 58 4.2 2.8 2. 1 1 .7 1 . 1 0.
6 61. 4. 7 3.2 2.4 1. 9 . 1.3 0.9
7.: 64 5.3 3.5 2.6 2. 1 1.4- 1. 1
8 67 5.7 3.8 2.9 2.3 1.5 1. 1
9 69 6.3 4.2 3. 1 2.5 1 .7 1 .3
10 71 6.8 4.5 3.4 2.7 1.8 1.4
15 BO 9.0 6.0 4.5 3. 6 2.4 1 .E3
20 84 11.5 7.6 5.7 4. 6 3. 1 2.3
25 87 13.8 9.2 6. 9 5.5 3.7 2. 8
30 100 14.4 9'. 6 7.2 5.8 3. 9 2. 9
35 105 16. 1 10.7 B.0 6.4 4.3 3.2
40 110 17.5 11.7 B.B 7. 0 4. 7 3. 5
45 115 18. 8 12.6 9.4 7.5 5. 0 3. 8
50 120 20. 1 1.3.4 10.0 6.0 5.4 4. 0
60 125 23. 1 15.4 11.6 9.2 6.2 4. 6
70 130 25. 9 17.3 1�.0 10.4 6. 9 5.2
80 140 27.5 18.3 13.8 11 .0 7.3 5.5
90 155 2B. 0 18. 6 14.0 11.2 7. 5 5. 6
100 170 28.3 18.9 14.2 111 .3 7. 6 5. 7
120 180 32. 1 21.4 16. 1 12.8 8. 6 6. 4
13 O ISO 34.S 23.2 17.4 13. 9 9.3 7. 0
140 185 36.4 24.3 18.2 14.6 9. 7 7. 3
150 190 38.0 25.3 19.0 15.2 10. 1 7.6
160 195 39.5 26.3 19.8 115.8 10.5 7. 9
170 200 40.9 27.3 20.5 16.4 10. 9 8.2
180 210 41.3 27.5 20.6 16.5 11. 0 8. 3
200 220 43.8 29.2 21.9 17.5 11 .7 8. 8
220 225 47. 1 31.4 23.5 18.8 12.6 9. 4
240 230 50.2 33.5 25. 1 2 0. 1 13.4 10. 0
260 240 52.2 34.8 26. 1 )O.9 13. 9 10. 4
280 245 55.0 36.7 27.5 12.2.0 1 . 11 .
300 250 57.8 38.5 28.9 2 3. 1 15.4 11 . 6
320 250 61 . 6 41. 1 30.8 . 4.7 16.4 12.3
340 255 64.2 42. B 32. 1 25.7 17. 1 12. 8
360 260 66.7 44.4 33.3 2 6.7 17. 8 13.3
380 270 67.8 45.2 33.9 27. 1 18. 1 13. 6
400 280 68.8 45.9 34.4 27.5 1 18.3 13. 8
420 2B� 71.0 47.3 35. 5 28.4 18.9 14.2
440 285 74.3 49.b 37.2 9.7 1 .8 15.3
'� 3
4b0 290 76.4 50.9 38.2 �' O.6 2 .4 1 .
480 295 78.3 52.2 39.2 31.3 2,00 15.7
500 300 80.3 53.5 40. 1 32. 1 21.4 16. 1
i
19.26 X GPM
Formula: Ins/Min Travel Speed =
Lanel Spacing X Depth (Ins)
i

-9-
FRICTION LOSS IN POLYETHYLENE HOSE
- P.S.I. FRICTION LOSS,PER 100 FEET POLYETHELIKE IRRIGATION HOSE (MATR)
O.D. MM 135 125 120 110 40 81 75 b3 50 40
1.30
I.DID INS. 4.5 .4.1 4.0 3.7 3 2.7 2.5 2.1 .60
0.9
t 3.1
MIN.; .20 - - - -
30 - - - - - - - - 2.3 6.6
_ 1.4 4.0 11.2
50 - - - - - - - - - - - - 2.1 6.0 16.9
60 - - - - - - - - 1.2 2.9 8.4 - -
• - - - - - - - - - 1.0 1.6 3.9. 1.2
74 - -
80 - - - - - - - - - - 1.3 2.0 4.9 4.4 - -
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 - - - - - - - - 1.6 2.7 4.2 10.5 - - - -
130 0.7 1.8 3.1 4.9 - - - - - -
140 0.8 2.1 3.b 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 8.1 -
ISO - - - - 0.9 1.3 3.4 5.7 0.9 - - - - - -
190 - - - - 1.0 1.4 3.7 6.3 1.9 - - - - - -
rIe - - 0.9 1.1 1.6 4.4 7.0
�. .i.•.: -2QQ _
I. ;210 - - 0.9 1.2 1.7 4.5' 7.6 - - - - - - -
.,�;.. 120 - - 1.0 1.3 1.9 4.9 8.3 - -
: . 230 - - i.l. 1.4 2.1 5.3 9.0 - - -
240 - _ 1.2 1.5 2.2 5.7 9.0 -
:250 0.9 1.3 '1.6 2.4 6.2
260 1.0 1.4 1.7 2.6 6.6 - - - - ' - - r -
270 1.0 1.5 1.9 2.6 7.1 -
280 1.1 1.6 2.0 3.0 7.6
290 1.2 1.7 2.1 3.2 8.1 - - -'• _ - -
. 300 1.2 1.0 2.2 3.4 8.6 • - - - ' _ -
310 1.3 1.9 2.4 3.6 .9.2 - - -`- - - _ - -
320 1.4 2.0 2.5 3.6 9.7.
.: . 330 1.5 2.2 2.7 4.0 - - - - - - - - _ - -
340 1.6 2.3 2.0 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 - -
380 1.9 2.8 3.5 5.2 -
390 2.0 2.9 3.7 5.5 - - - - -I- - - 4p _ _
400� 2.1 3.1 3.6 5.7 - - - - -�- - - - - -
,• �:3 420,.. 2.3 3.4 4.2 6.3
N:7� 440,
2.5 -3.7- 4.6 6.8 - - - - -;• - - T - - -
� 460 2.7 4.0 5.0 . 7.4 - - - - -�= - - - - -
1 GO 3.0 4.3 5.4. 8.0 - - - - - - - - - -
_.500 3.2 4.6 5.8 - - - - - - - - -

�.H,� '�` �.'� 'rt ii tn�,r I f �R yg,�► ..Q{u, �fiita ntr IH(l gym i,17{JY � ��I Y >•
-y�z�r rll Al ? RtI� I �{9�S`3�jJ'�•�FI�MLL�' F�-1� #�A r r r�Sl v�..y j, � 1� ,'? n ��':
a.. r Nm v { r r r ,��& w+�4 Vr•" 4(%r� 3,' � 4 f..
h/tea i " r• -/ '!y' x>It$ I 7`.v�'�'s,?Fv I° y{{•4�'Ws�F'+\
k'., lr drtaltj
aA Q,,!u1e4. �111kLvyit vlM1t-+i, {,$i +� '>ti.,k.1 � 1 • µµ
¢n'�•, f "k
x 4 A
` r rs tu�4 r JJ k r q'4.t Y�'yF "fk 0.b✓�`2 ��t;� v5��y"
(i
}!�7 n6 vp,+O dw� 1 Y� IC"`'✓pt
','it6pa' S'4+�. �' " 3 sz Is.�; uvbP*`,y i ��yr o•��+ti{�+j r, w,,,,ti
t r•tiU1r��•gS._ V: L i vtr(�{ s ,�I 11� ,xde .�q 5, LY' kY'�'N1 9
k4a vt
rr j� �6� i \ \xl
M�l• 'r r
I , r
5 y,
k
tl
PM
a
F I .Y � ww1 Jam .
t � r. � \ ••%yam � I t a4�W'f,I�f i'' '�.1 Fi•d�i.
-4 \\
1 i
+ 1
F, ., Ag Rain Turbine Axe rV' work �tti slurry`,
" o'
not exx
aiir:' n 1 le,Uffli, 1GP

Standard Features Performance Information
Model- System System Sprinkler Width Length Acres w/1
Radial Inflow Turbine - The heart - - Flow Rate . Inlet Pressure Irrigated irrigated inch In
Df the drive system. This extremely (c.P.M.) (P•S.L) (P.S.I.) (Ft.) (Ft.) 5 days
efficient turbine motor delivers quiet, T40A 30 104 70 240 <137 7z
0 0 107 70 250 1375 77
3m00th, COntIIluOUS power. with 350 116 ' _70 260 1380 90
Nelson sR203R 400 126 70 270 1385 102
15
Automatic Shutdown for the Sprinkler 40 1 70 20 139 1
480 145 70 290 1395 123
turbine motor. 220 99 70 220 1160 56
Heavy Duty Chassis and frame. T37A 250 104 70 230 1165 64
' Retraction Speed Indicator. NelSOn 3 1 70 245 1173 77
Pressure Gauge. SR150R; 350 0 125 70 250 1175 90
g Sprinkler 400 137 70 255. _ 1178 102
Infinitely Adjustable Speed 420 142 70 260 1180 107
Ranges. T33A 180 88 60 210 905 46
' Speed Compensator. with 200 :: 102 70 215 910 51
r
Miswrap Safety Stop. Nelson 250 !' 112 70 230 915 64
SR15OR ` 300 ' 125 70 245 920 77
PTO Rewind and Drive Shaft. Sprinkler 350 143 70 250 925 90
Gun Cart with adjustable wheel
Width. T30A 180 104 60 210 1085 46
Hose Guide to insure proper with 200 111 60 215 1088 51
packing of hose. -SR 50R 240 137 70 230 1095 61
111 Bearing Turntable. `Spr�nk�ef 260 147 70 . 235 1098 67
son Slow Reverse Gun.
Gun Cart Lift. 'Width Is based on 70%of the welted diameter
Stabilizer Legs - Heavy Duty. Specifications
Crank down. Model T40A 1 T37A Y33A T30A
' Supply Hose 4 in x 30 ft. with 4 No.ofAzles 2 1 1 1 1
PE Tube I.D.(In.) 4.0 3.7 3.3 3.0
in. male ring lock coupler On Inlet PE Tube Length(ft.) 1250 1100 800 1000
end. -Dry Weight(lbs.) 9100 7500 4300 4300
Weight With Water(Ibs.) 16380 ! 12620 '7050 ' 7270
Speed Range(ftlhr.) 50.300 : 40-300' 40.200 40-200.
Tire Size. 11Lz15. 12.5U15. 11LX15 11U15
Shipping Dlm.:(ft.in.) '
v :Length 18.0 15-9 13-5 13-5
'Width 9.10 93 M 7-5
:•'�' v^J.`�r Height. - 12-8 ,I 11.10 10-0 10-0
Note:T40A/T37A w/o wheels=8'3°wide
Polyethelene Tube - Only PE tube designed and
constructed for the constant coiling and dragging is
Ask about additional considered for use on Ag-Rain Water-Reels. The tubing is
Water-Reels® for backed by a 5-year pro-rated warranty.
PE Tube Repair - A simple "screw-in" mender is available for
smaller areas. repairing the PE tube should it become damaged for any
reason.
MAINOR TILE & iRRIOTIPN .CO. PHONE [phone]
PO BOXWA89 1357^N9Rw00D ST, FAX 1-I(910)-2855186
707 S. Schrader Ave., P.O. Box 290, Havana, IL 62644
Phone [phone] FAX [phone]
Because of continulne dued.1 ImDmvemem¢,areas of ma0idea in this leaflet may not he Idendeal to anent production.4la penmmenw Information In this leallat is based on tests conducted under a pdnicutar sat of cc mhh.ul Arh al
field pedormuwe may very Iran his date depending on vadeble dreummanees of time,place,weather.human judgement and other factors.Sperstkations and prices are sui to change without nolke.

BERKELEY PUMPS CURVE 4117
ATE 3-1-88
AGE 2.02
TYPE "B" RATING C U RV�S SUPERSEDES
BERKELEY ENGINE DRIVE Curve4117 Page 2.02
® : Dated 4-1-85
i
Cases Malerlel C•1• poll.No. It-1863 Mech.No. H-1863 VARIOUS R.P.1. — Cycles
Impeller: Malerlsl C•I• Pstl.No. L-3001 Mach.No. L-3038 Die. 13-1/201 see! I EO PULL T•D• .L.toe F.men.
at
MAXIMUM WORKING PRESSURE 247 PSI 'lQ M' o
C, ER K E L E
30
20
ll4+.
:J:. ..�: :.: .!. ti 10
t.
�. .4..0A.ID0..Jj..R.'-
..t t.,.y..l. .,.. .1. .,.'.. ;..1. .:f0p6.....i-...;. :.i. .�. fCFF.I 'I�N (. ,.. a
600 ...I .w.• ,.M•.+ .t...y. w...J• .i.t .1-.. . r :' }• 0
�.. :!.:. �. L......,..
7 ? ' 1:. , ..,....
600
a.{ �......;:.:;.:�. t.i.�. :.:�:i..l. .i.t.
1. t. .J..l. ,. i. .;. t.,. ;., . ..1.. t ..t. �.
IT
.I. !' .,. .i. j.,.�.. i.}..�.'. 1' E.�..:,:."1'�" ,.1...1.. i:T:l., TosL
1:.t. i.. . �..2R,. i. T1
0 100 200• 300 400 500 600 700 800 900 1000 1100 1200
CAPACITY IN U.S.GALLONS PER MINUTE
C-7048 eased on T-2554 Supersedes C-7048 Dated 10-27- 1 Date 3 29-72 MODEL.B J Q B M

Selecting the right':engine
` Jahn Deere gives you irrigation power (FC) with other engines and you'll see
from 19 to 320 engine horsepower. Compare why more and more farmers are pumping
the performance and the fuel consumption with Deere Power.
Diesel Engines
Continuous hp GlWl . '.
19.0(142) 252(18.8) 31.5(23,5) 41.4(30.9) 50.7(37.8) 52(39) 67(50) 71(53) 95(71) 78(58) 102(76)
Rated rpm 3,000 3,000 3,000 3,000 3,000 2,500 2,500 2,500 2,5W 2,400 2,400
lb/hphr .441 .393 390 .386 .402 ,378 .380 .375 365 ,.: 359 .373
g/kWh 268 239 237 235 245 230 232 228 222 218 227
9whr 1.06 127 1.59 2.07 2.60 177 3.59 3.75 4.88 3.94 536
1,800tpm
Continuoushp GM
11(8) 15(11) 20(15) 26(19) 32(24) 42(31) 53(40) 59(44) 79(59) 66(49) 91(68)
1b/hp-hr .436 393 .378 370 355 368 361 357 340 .347 .342
g/kWh 265 239 230 228 216 224 221 217 207 211 208
gal/hr .71 .96 1.05 1.35 1.60 2.18 2.80 2.97 3.78.,,..;; 3.23 ; 4.38
1,400 rpm
Continuous hp GtW) - 34(25) 92(31) 47 M 69(519) . 52(37) 74(55)
Ib/hp& .368 .372 .355 350 . .... 347 .345
g/kWh 22,4 227 216 213 211 210
. . 93W 1.76 2.20 235 3.06 '` 2.54 3.60
Condnuoushp am 107(80) 143(107) 117(87) 153(114) 170(127) 215(160) 35(175)'275(205)' 320(239)
Rated rpm 2,500 2,500 2,400 2,400 2,200 2200 22W 2,100 2,100
lb/hp4rr .370 357 .362 373 .353 345 336 355 .352
g/kWh 225 217 220 227 214 209 204 216 214
.: gaVhr 5.58 7.19 5.97 8.04 8.45 10.45 11.12 -' . 13.75 15.66
1,800 rpm
Continuous hp(kW) 87(65) 115(86) 98(73) 138(103) 170 027) 215(160) 5(175) 275(205) 315(235)
lb/hphr .350 336 345 .344 .343 337 323 337 .334
g/kWh 213 204 210 209 208 204 196 205 203
gel/hr 4.29 5.44 4.76 6.69 8.21 10.11 10.65 13.05 14.81
1,400 rpm
Continuous hp(kWj 70(52) 89(66) 79(59) 130(82) 141(105) 173(129) (142) 237(177) 267(199)
lb/hphr 352 345 355 345 .360 351 330 '339 334
9/kWh 214 210 216 210 218 213 200'-:'' 206 203
931/hr 3.47 432 3.95 535 7.15 8.55 8.83- ` 1132 12.56
Natual:Gas Engines
Continuous hp GM 150(112) 203(149)
Rated rpm 1,8(,G I,600 �'n_
Btu/hph[ 7,143 6,919
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ
EMERGENCY tCY MANAGEDvIEN1T SYSTEM
SWCD
ti'RCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 Dec eniber 13. 1996

e. Repair all leaks prior to restarting pumps.
E. L eakaee from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dicr a small sump or ditch away from the embankment to catch all seepage.
put in a submersible pump. and pump back to lagoon.
b. If holes are caused by burrowing animals. trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
?. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any survas released and for what duration?
face waters?
b. Approximately how much .
C. Any damage noted, such as employee injury, fish kills, or property dama�7z?
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?
LT. Are potable water wells in danger either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. D urine normal business hours, call your DWQ (Division of Water Quality),-^ �
regional office; Phone - - After hours, emergency number: 919 ��.. �9�-••
clude: your name. facility, telephone number, the details
Your phone call should in
of the incident from item? 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 -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local S`VCD office phone number - -
and local NRCS office for advice/technical assistance 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:
17 December IS. 1996

6: Contact the technical specialist who certified the lagoon (MRCS. Consulting
Engineer. etc.)
a. Name:
b. Phone:
i: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage. repair the system. and reassess the waste management plan to
keep problems with release of wastes from happening again.
December 18. 1996

1�Iortality Mana
gement Methods
(check which method(s) Ire being implemented)
C1 Burial three feet beneath the surface of the around 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
i~! Complete incineration
l In the case of dead poultry only; placing in a disposal pit of a size and design
approved by the Department of Agriculture
Anv 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

•}'{fi^r:4♦\"^•7{•:..{{• }}}. \ N ♦}:JV,J�V t YJ yW ♦Y� ♦•} •NV�N'••♦I{.\Yt{'•V V.MV{.LV.•.•tfrV .}VhY.♦Jh:•J.•ffJ.Vly{tf{{..::rr
fi •fi yfa"i.4..fi}: 7fi"{YK'4}C"�♦ :vrYfh}:^% .,{• •! {•.:••y., \:..... .,.v.
'�•tiC♦ •.'{ ♦\ {t ry�}�{ 4..v},,♦♦'fiJ {. iY:ri'Y•'r'.•k'':f^,i. v {
��'�,'�\,� , � 'i �iC�Y�Y.iYJ}7�r Y{ ."°`• { �. Y '. ' '�y:.••{r'sf�' }' h+'�} �:.:•:}:,f«+��r{:;;
y 14\♦;`• '.♦ -� ♦r } y� t�k ♦�•��$�N$��� ♦ �1♦�:4`fi{;{j?^��'SJCv. \.�♦�•,� ♦<�'.}v�{r•{'ti�f�'�
••y♦��\�� ����-,JF�'R' � ivJC�4 TK�C�����•i�•.'R•'�w1{�',�I����� �� �'••1♦�♦'•�F'�:`. •�1 r.r'•l1JS�:iXtr{}:;.
'♦'\♦�'. ♦�♦♦�\�\`\ tiF w iJ�♦\V♦,Yi♦'it<�♦'`iG•C-0��CCCAxwKw'�'\7'C ♦ i9K3t�lKSIS ♦♦ '¢•♦ \+'h^o- J�'�'hfi.•{'t�v}r.rfr
This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is leaking, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious-damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Farms: 800-311-9458 or 910-289-6439 (See Land&Nutrient Management
phone list attached)
Department of Environmental Management(DEM)Regional Office: -
DEM after hours emergency: 919-733-3942
Local Emergency Management System:
Local Natural Resource Conservation Service:
Local Cooperative Extension Service:
Local Soil and Water Conservation District:
Local dirt moving/heavy equipment companies:
Name Phone#
1.
2.
3. .
Local contract pumping/urigation equipment companies:
Name Phone#
1.
2.
3.
Step (4) Implement procedures-as advised by MFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See MFF Environmental Emergency Procedures Flow
chart attached
Note 2: Seepages 89-91 of the Certification Training Manual for more details.

Land de Nutrient Management Certification Manual
nvironmental emergenc
ENVIRONMENTAL oor aff cting�hvate qt alit
EMERGENCY
PROCEDURES Contact hM
Serviceperson
Lagoon level has
Lagoon dike has suddently dropped Irrigation/flush systems
breached/broken out without irrigating. malfunctioned creating
a significant leak.
an a temporary di Yes an you identi No stoppingycapable o
f no
be built to stop the Construct the discharge source
discharge. temporary flow.
dike. outlet?
Yes
No Yes
Obtain
Take action Attempt to an repairs b es materials
you es
Take measures an y P sto th to stopcontain made by farm and make
di
the discharge Yes necessaryto discharge! effluent on personnel? necessary
(fluent be contained oscharge. g property. repairs.
property? contain spill.
No
No
No Call LNM& Contact LNM
Heavy personnel and
' pyramid
Contact personnel in:
personnel,service Manager.
on and
s Land&Nutrient Mngt production
*Heavy
Equipment manager.
son
s Pyramid
Manager
Monitor situation �-.-
until help arrives.
A
Inmcert.doc:031291% 64 ©MURPHY FAMILY FARMS

Land do Nutrient Management Certification Manua!
T
LNM personnel assess
options and call DEM.
helicopter need ' Contact LNM to
o assess containmen Yes dispatch helicopter
options? (available within 30
minutes).
0
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
IcuncerLdoc'03/29/96 65 ®MURPHY FAMILY FARMS

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ISM 3NOTId

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
Re ommended best management practices;
i
Good judgment and common sense
Animal body:surfaces • Dirty manure-covered animals 0/07ry floors
Floor surfaces • Wet manure-covered floors Pllotted floors;
Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
• nderfloor ventilation for drying
Manure collection pits • Urine; requent manure removal by flush,pit recharge,
• Partial microbial decomposition �rflo
Cy
or ventilation
Ventilation exhaust fans • Volatile gases; Fan ainlenance;
Dust --Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
O Feed additives;
O Feeder covers;
�. O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O 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 O 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 O Box covers
or junction boxes conveyance
AMOt -vember 11, 1996, Page 3

Source Cause BNW to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; ,Correct lagoon startup procedures;
• Agitation "mum surface area-to-volume ratio;
Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; Z
'gate on dry days with little or no wind;
nozzles . Wind driftmimum 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 . Mixing while filling; O Tank covers;
Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; O Soil injection of slung/sludges;
spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying 13, Soil incorporation within 48 lirs.;
surfaces � Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
Incinerators Incomplete combustion O Secondary stack burners
Alolf)rJovember, 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; J3G3rade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information : Available From :
Swine Manure Management; 0200 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-BAE
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
i
I
IC-November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
Hers as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O 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.
Dry Systems
Feeders • Feed Spillage Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
,�f Clean-up spillage on a routine basis(e.g.,7- 10
1 day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues 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.
AM -)vember 11, 1996, Page l

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O 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.
D Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.
AM1C Ck vember 11, 1996, Page 2 C

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon,
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and 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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone = -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call' local EMS phone number.
< < c. Instruct EMS to contact local Helath Department. .
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's
enff s Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or, problem to minimize off-
site damage.
a. Contractors Name: N
b. Contractors Address: 4
C. Contractors Phone:
6. Contact the technical specialist who certified the la oor (NRCS Consulting
Engineer, etc.) g t g
a. Name: U.SW —N tZ _s
b. Phone: 910„
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify th.e damage, repair the system, and reassess the ,waste managment plan to
keep problems with release of wastes from happening again.
:Y
2

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

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for apy reason except a 25-year, 24-hour storm is a violatiQ11 of
state law and subject to penalty actioil.
The routine maintenance of a lagoon involves the following:
Maintenance-of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based oil a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon-and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
i

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

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

Practice water conservation---minimize building water usage and
r spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should Stever be closer than I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent,.and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on Iagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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