820705_CORRESPONDENCE_20171231

NUHTH CAHULINA
Department of Environmental Qual

FARM: James Lamb
LOCATION- 8757 Garland Hwy
Clinton, NC 28328
TELEPHONE: [phone]
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 3040
RECEIVED
!?AR 151009
ON-FAYETtEV U I omCF
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where 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. 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. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
RECEIVED I DENR I DWI
Aquifer Protection Section
MAR 2 4 2009
Page 1

Amount of Waste Produced Per Year(gallons, ft tons etc.
3040 animals X 0.42 (tons) wastelanimal/year = 1,276.8 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3040 animals X 0.48 lbs. PAN/animal/year = 1,459.2 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
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
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized Avolication
Total l 4 6L 1,5140D I
*This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 21)
Tract field Soil Crop Lbs. N Acres Lbs. N Month of
l. Itilized..
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 4.26 1,512.00
Table 2
Total 4.26 1,512,00
Amount of N Produced 1,459.20
Surplus or DeWOf� 52.80
NOTE: The Waste Utilization Plan must contain provisions For periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
NO. Kate (INMr Amount .
INoA Bermuda 0.5 !n0.1v
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 780 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
Acres shown are irrigated acres. All bermuda must be cut for hay. Small Grain
may be grazed. -
Page 4

REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, 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 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 there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated an conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not _
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
i Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Pages

- ' � - - � {
�.
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable wither cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells,
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a "technical specialist". Animal waste shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste -
shail 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 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
Page 6

18 Waste hackling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 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 is should only be applied perplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 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.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

}-�-�-,a��q;��,rn,a.
N-�'-9�--?.�
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: James Lamb
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. I (we) know that any expansion to the existing design
capacity of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(ITEM) 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, 24-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 DEM upon request.
Name of Facility Owner: James Lamb
(please print)
Signature: _ ` - „i , Date: a2 Y - f
Name of Manager (If different from owner):
Signature:
Date,
Name of Technical Specialist: (please print) Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 W. Wards Bridge Rd.
Warsaw, NC 28398
Signature:, �'`� _ ... �` Date: Ll
Page 8

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 1
James Lamb OCT 15 2004
Lamb Farms DENR-FAYEFULLEREGIOMLOFHGE
129 Cabbage Patch Rd
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820705
Lamb Farms
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear James Lamb:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 25, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to James
Lamb, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000.' The issuance of this COC
supercedes and terminates your previous COC Number AWS820705 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Lamb Farms, located in Sampson County, with an animal capacity of no greater
than an annual average of 3040 Wean to Feeder swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o.enr.state, nc.us
An Equal OpportunitylAffrmative Action Employer —50% Recycled110% Post Consumer Paper
NorthCarohna
)Vatu,nally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Pertittee must submit
documentation to the Division demonstrating that all current NRCS standards are stet prior to restocking
of the facility..
`Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-2I5.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a naive change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. if you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone]-
Sincerely,
- Z I
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820705
APS Central Files

705
DECEIVED
FAYETTEVILLE
REG. OFFICE
IRRIGATION
DESIGN
CERTIFICATION
FOR
JAMES LAMB
3040 WEAN TO FEEDER
June 18, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my laiR04dd e"fiiid:,bplief.
XA ti,A,gp���,,AP
=fl; •FESS�p • '�q ��
M. Floyd Ad �.E. ; y Date
License No. 1227� Q
�•`�NGiNE�. �

■s
1
PRELIMINARY DESIGN AND SPECIFICATIONS FOR THE LAND
APPLICATION OF WASTEWATER IRRIGATION SYSTEM FOR THE
JAMES LAMB FARM IN SAMPSON COUNTY
The Lamb Farm is a 3040 head wean to feeder operation. It has two buildings on site with a single
primary lagoon. The waste utilization plan was written by Prestage Farms, Inc. The facility will produce
1294 lbs of PAN per year.
Crops to be grown include Hybrid Bermudagrass hay overseeded with Small Grain - hay. Based on the
soil type (Norfolk) and realistic yield expectations, the 4.65 acres can accommodate the 1294 pounds of
PAN created annually.
The soil type on the farm in the area where the wastewater will be applied is Norfolk.. The Norfolk
series is well to moderately well drained Coastal Plain and Terrace soils, with sandy surface layers and
friable loamy subsoils.
The Nutrient Management Plan, developed by Prestage Farms, includes a cropping system of Hybrid
Coastal Bermuda hay, controlled grazed, over seeded in the fall with small grain hay. The actual
effective irrigated area calculated is 4.65 as stated above.
A solid -set (permanent) irrigation system is recommended. All sprinklers will be single nozzle, and they
will be 21 full circle sprinklers and 15 part circle sprinklers, for a total of 36 sprinklers in the solid set
system. Spacing of the sprinklers is 85' x 85'. The full circle sprinkler radius is approximately 72.5'
and 72' on the part circle sprinkler. (The sprinkler spacing is approximately 60% of the diameter of the
sprinkler throw, which is an acceptable spacing based on manufacturer's recommendations.
Recommended average sprinkler operating pressure is 60 psi.)
The Main Line as well as sections of the Lateral lines will be all 4-inch Class 160 IPS plastic pipe, there
will also be 3 and 2-inch Class 160 PVC plastic pipe used in.this system. The pumping unit will be a
10hp electric motor with a Berkeley BI.5TPM centrifugal pump end. The PVC pipe will be bell and
gasket pipe. A 3" brass gate valve will control the flow of the water in the mainline. A 4" lagoon riser
will be used for the ground entry of the mainline, this will also include pressure gauge, air relief, and
pressure relief valves. These valves will be 2" aluminum valves. The system will consist of thirty-six
total sprinklers; 21 Senneger 7025 full circle plastic sprinklers, and 15 Nelson P-65 part circle brass
sprinklers. These sprinklers will be mounted on 1" risers with webstermatic disconnect valves. Each
sprinkler will be equipped with an 18"x I" aluminum nipple with locking collar connection, to allow the
operator to remove the sprinklers from the risers. Air relief valves will be placed in the systems, to
eliminate any damage from water hammer. A 8" x 24" piece of 8" pvc pipe will be placed around each
riser, to keep the sprinkler from being hit and broken off. There should be thrust blocks where the
supply line comes from the pump and makes its ground entry, at all tees, ells, and end of laterals.
The pump and electric motor should be a 10hp single phase with a capacity of 146.2 GPM at 181.97'
TDH (78.77psi) with a pump efficiency of at least 65 % and a NPSHR less than 10' _ The pump will be
equipped with a 1.5" x 2" discharge priming valve to prevent the water from backing through the system
when the system is not in use. There also will be a properly sized starter panel, and a main disconnect.
This panel will be equipped with proper size fuses for the safety of the electric motor. On the suction
side of the pump there will be a 4" supply line with a 4" basket strainer on the end. The line will be
floated to prevent settlement on the bottom of the lagoon.

Land Owner/ Operator Name:
Date:
Mr. James Lamb
Lamb Farms
8757 Garland Hwy, Clinton, NC 28328
Prestage Fauns
Sampson County
June 9, 1997
TABLE 1-FIELD SPECIFICATIONS
FIELD#
SLP
SOIL
CROP
APP
MAX
IRR
TYPE
RATE
APP .
ACRES
PER CYC
TRCT 10942
Fld #1
2%
NoA
Coastal Bermuda/Small Grain
0.5
1.30
�46
*All of this land is under one ownership and in the same crop.
"Even though the District Conservation has indicated that 1.3" of irrigation can be applied at one time,
it is suggested that the total application be limited to .75" at one time and space the applications several
days apart. By doing this, it will help to decrease the probability of runoff.
TABLE 3 - SOLID SET IRRIGATION SPRINKLER SETTINGS
Sprinkler Spacing is 85 feet x 85 feet
Make, Model, and Type of Equipment: Sennenger 7025" Full Cirle
Sprinkler with a 9/32" Nozzle P-65 Part Circle Sprinkler with a 5/16" Nozzle
Fld 9 & Lae 9
1 of Hyd
Wetted
Diatn
Along Ppine
Blwn
Ppline
App Rate
Nzzle
Diam
Gun
PSI
opttng
13�ne
Zone 1
7
144
85
85
0.56
5/16'
60
1.34
Zone 2
8
145
85
85
0.24
9/32"
60
3.13-
Zone 3
8
145
85
85
0.24
9/32'
60
3.13-:
Zone 4
7
145
85
85
0.24
9/32"
60
3.13
Zone 5
6
144
85
85
0.56
5/16-
60
1.34
*Operator to shut off part circle sprinklers after 1.34 hours.

,f. ,;
TABLE 4 - IRRIGATION SYSTEM SPECIFICATIONS
TRAVELING GUN
SETTING
Soli&Set Irrigation_
Sennenger 7025
Nelson P-65
FLOW RATE OF SPRINKLER (ggm)
17.8
21.6
OPERATING PSI AT PUMP
75.3
75.3
DESIGN PRECIPITATION RATE
_24
.56
HOSE LENGTH
SPEED COMPENSATION
Electric
Electric
PUMP TYPE
8.96
8.96
4" PVC PIPE
3" PVC PIPE
VELOCITY IN PVC PIPE:
(calculations)
v = .408Q
dz
.408 (146.2)
16
= 3.7 ft/sec
_408 (110.3)
9
= 5.01 ftlsec.

2" PVC PIPE
.408 (39.4)
4
= 4M/ftlsec
* Note: This design is based on information supplied to us by Prestage Farms, Inc., James Lamb, and
RevelIe Agri -Products. The design proves that this site is capable of accommodating the proposed hog
operation in accordance with the information provided.
** Note: Refer to your owners and operators manuals for upkeep and maintenance of the irrigation
equipment. Equipment specifications and information has been provided with this design.
*** Note: It is our recommendation that the designer visit the_ site during installation.. Installation
information has also been provided with this design.
Calculations:
PR = 96.3 x GPM
S1xS2
GPM — 17.8 Per Full Circle Sprinkler
& 21.6 Per Part Circle Sprinkler
Spacing — 85' x 85' Full Circle
42.5' x 85' Part Circle
PR = 96.3 x 17.8 gpm
85 x 85
PR = .24 iph

PR = 96.3x 2L6gpm
42.5 x 85
PR = .56 iph
i.ssz
R = [.M83(100)1.85z(�4:8656)(1 0)].433
R
— Friction Loss
Q
= Gallons Per Minute
D
= Pipe Size
L.
= Length of Line
c
= Pipe Coefficient
Mainline Calculations
17 = [.2083(100)1.85z(146.2' 85z)( 710)].433
150 44.8565 100
— C8.361.433
3.62 psi loss
F7 = [.2083(100 )a.52(110.6'.1152 )( 340 )].433
150 344565 100
= C9.681.433
— 4.19 psi loss
FI = [.2083 (100)t.8sz(39.4'.ssi)(120 )].433
150 24.8565 100
C3.631.433
1.57 psi loss

t .1
TDH For Svstem:
SOURCE:
HEAD ifegh
Sprinkler Pressure
138.6'
FL in Mainline & Laterals
21.67'
Elevation Difference
0'
FL in Fittings
5'
Suction Lift
8'
5 % Factor
8.7'
TDH
181.97'/2.31
Pump PSI
75.31 psi
Pump HP for System:
BHP =
GPM x TDH (feet)
3960 x Pmp Eff
=
146�m x 181.97
3960 x .75
=
896 hp
Thrust Block Calculations:
90 deg elbow
45 deg elbow
Tee/Dead end
Gate Valve
Grnd Entry
90 deg elbow
45 deg elbow
Tee/Dead end
Gate Valve
Grnd Entry
90 deg elbow
45 deg elbow
Tee/Dead end
Gate Valve
Grnd Entry
THRUST X LINE PSI
4" PVC Pipe
23
x
150 =
12.4
x
150 =
16,2
x
150 -
16.2
x
150 -
28.8
x
150 =
13.9 x
7.51 x
9.80 x
9.80 x
18.07 x
6.45 x
3.50 x
4.56 x
4.56 x
8.39 x
3" PVC Pipe
150 =
150 =
150 =
150 =
150 =
2" PVC Pipe
150 -
150 -
150 -
150 =
150 =
X11500
3450/1500 =
2.3 sq ft
1860/1500 -
1.24 sq ft
2430/1500 -
1.62 sq ft
2430/1500 -
1.62 sq ft
4485/1500 -
2.99 sq ft
2085/1500 =
1126.50/1500 =
1470/1500
1470/1500 -
2710.50/1500 =
967.5/1500
525/ 1500 =
684/1500
684/1500 -
1258.5/1500 -
1.39 sq ft
,75sgft,
,98sgft
.98 sq ft
1.81 sq ft
.65sgft
.35sgft
.46 sq ft
.46 sq ft
.84sgft

THRUST BLOCK SPECIFICATIONS
LOCATION
THRUST BLOCK AREA (sq/ft)
4" LINE
3" LINE
2" LINE
90 DEG ELBOW
2.3
1.39
_65
DEAD END TEE
1.62
.98
.46
45 DEG ELBOW
1.24
.75
.35
GATE VALVE
1.62
.98
.46
GROUND ENTRY
2.99
1.81
.84
From the NRCS 430DD, thrust blocks for dead ends and tees are approximately 70% that of 90 ells.
It is recommended that ground entry blocking be approximately 25 % to 33 % more than that required for
90 ells.

Svstem Ooeration:
This system is a multi zone system where six to eight sprinklers will be run at one time. The actual run
times for each sprinkler is stated in the field specification table. This operation will require careful
management and the operator should follow this plan as well as the waste management plan when
operating this system.
Since the lagoon is temporary storage, it is important that the lagoon be pumped regularly with the last
application on coastal bermuda gust prior to a frost and the first application as early in the spring as
possible.
It is important that the operator follow this plan as well as the waste management plan. When applying
irrigation the operator should take notice of the conditions_ (See information on when to irrigate). The
specified amounts of wastewater sprayed per cycle are IX per cycle on the Norfolk according to the
waste management plan. But,, it is our recommendation to keep the application amounts to, .75" per
application. We feel that .75" is a sufficient amount of water to apply per cycle on the given crops and
the realistic yields. There should not be another application applied until the amount applied in the
previous cycle has been used by Evaprotranspiration, (ET). This usually takes anywhere from three to
five days, depending on the climate of the area.
During the winter months when temperatures are below freezing the risers need to be drained at least into
the lateral lines. Water should not freeze at the buried depth of 36" which is the recommended depth of
the laterals as well as the main lines. The pump, suction, and discharge should all be drained during
freezing temperatures. Spraying should never take place during freezing temperatures. It is also
important not to spray when the soil is at its full saturation rate, if spraying occurs, it may cause runoff
or ponding. The ideal wind conditions are when the wind speed is less than ten mph. Irrigation should
not take place when the speed is over ten mph, this will prevent any wind drift.
Sprinklers and air relief/vacuum release valves should be checked periodically to ensure that they are
operating properly. Check to ensure that the pressure gauge at the pump is operating properly. It is not
necessary for the pump and panel to be under shelters, but it is highly recommended.

- 7025RD-1-11iM
250 angle for excellent
distance of throw
.i - -Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
792SRD-1-1' M
35
40
45
50
55
50
65
70
75
60
S14 Nozzle (7132')
Flo (9Am)
8.34
8.91
9.45
9.97
10.5
10.9
11 a
11.8
-
Wpk Base Pre6S_ IM
35-8
40.9
45.9
51.0
56.0
61.0
66.1
71.2
-
Diam. at 1.5' HL
106
110
115
120
124
129
132
135
Diam. at 6' Ht.
114
120
125
130
135
138
142
145
016 Nozzlo (1l4')
FivW (qpm)
10.8
11.6
12.3
.13.0
13.S'
14.2
14.8
15.3
15.9
15.4
SSpkfL Base_ Press. (psi)
36.0
41.2
46.2
51.4
56.4
61.5
66.6
71.8 _
76.8
81.9
Dian at 1.5' Ht
114
118
123
'128
133.
137 .
141
144
147
150
Man at 6' Ht
122
130
135 :
140
145
148
150
153
156
159
915 Nozzle (9132')
Flaw (ppm)
13.6
14:8:.
.15.5.Te
,I 3
; _:, 1T.1:_
17.8 :
18.6 "
19.3
20.0
20.6
°;:22.9i::�.23.7% %-24,5 ' 25.3
- 68 2 73.3 - 78.5 83.7
154ti=` 1.57 ' . ^ 161 ' " 163 `
164 167 170
Page - 12 Solid -Set Catalog

x
PERFORMANCE DATA
P65 With Vane--1" (24,, Trajectory)
Base
NOZZLE
7 /32" 1 /4' 9132' 19 - 5/16' 21/64* 111327 23.&A" 3 IV
PSI
GPM RAD
GPM RAD
GPM RAD
GPM RAD
GPM RAD,
GPM RAD
GPM RAD
GPM RAD
GPM RAD
30
7.6 51
9.9 53
12-4 56
13.7 57
15.3 57
16.5 59
18.0 60
19.6 61
21.0 62
U.,
40
&8 55
11.5 57
14.4 61
1&7 63
17.7 63
19.1 65
20.8 65
22-6 66
24.3 68
----------
M
%2
ONE
.... . .....
Z
01
Om .
.......
...
50
9.8 59
12.8 .62
1" 64
17.7 67
19.7 67
21.3 69
23.3 70
25.3 71
27.1 73
INNEW
111M I I%.
. WO
60
10.8 62
14.1 64
17.6 68
19.3 69
21.6 9
23.3 73
25.4 74
27.5 76
29.3 76
. . . . .
. . . . . . "I",. -
`xm
mom
11
70
11.7 65
15.3 68
19.0 71
20.9 73
23.4 75
25.3 75
27.6 78
29.6 79
31.9 81
'11,11
x
MOM
A1.4
Aft
-
- --------- - ---
so
12.5 68
16.3 71
20.3 74
22.5 76
24.9 78
27.0 80
29.5 81
31.7 81
34.1 93
RAD is radius in feet measured with the sprinkler on 18'riser (no wind)
P85PV With Vane--1 1/4" (24OTralectory)
Base
i NOZZLE
11 /32" 3/8- 13/32' 7/16' 15132* 112* 17/32' 9116- 5/8, 11/16,
PSI
GPM FtAD
GPM RAD
GPM RAD
GPM RAD
GPM RAD
GPM RAID
GPM RAD
GPM RAD
GPM RAD
GPM RAD
40
21.8 68
26.0 71
30.4 73
34.4 76
39.4 79
44,6 a2
502 84
562 86
68.1 88
82.3 90
,.8
..... .....
WU
2
60
26.6 76
31.5 79
37.2 83
42.5 86
48.6 89
55,11 90
61.8 94
69.0 97
83.9 102
101 104
M-W I
MR.-
­0 V
�Z
K-32
x*
M.
�Kg'j` W`41
1� IN 'm
SM"
MOM
80
30.6 83
36.4 88
42.8 90
49.3 03
56.2 07
63.8 98
71.7 102
80.0 104
96.9 110
116 115
W.
100 1
34.4 88
1 40.7 92
1 47,9 96
1 55' 1 100
1 63.2 103
72-1 103
1 W.0 109
89.8 112
108 116
1
NOTE- Performance figures shown are with standard nozzles. 8ADN nozzle sizes and now rates are identical to standard nozzles, but since
distance is adjustable, 8ADN radius is not shown. The P85 and P85V are available with secondary nozzle of 7/64"to 5/16'. Consult WALLA
WALLA SPRINKLER COMPANY for double nozzle performance information and for performance without vane.
NOTE: Stated radius (RAD) measured witli sprinklers on 36"riser.
WARRANTY AND DISCLAIMER
WALLA WALLA SPRINKLER COMPANY part circle sprinklers are
warranted for one year from date of original Safe to be free of
defective materials and workmanship when used within the working
specifications for which the Product was designed and under normal
use and service. The manufacturer assumes no responsiblity for
installation, removal or unauthorized repair. The manufacturer's
liability under this warranty limited solely to replacement or repair of
defective parts and the manufacturer will not be liable for any crop or
other consequential damages resulting from any defects or breach
of warranty.
THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRAN-
TIES, EXPRESS OR IMPLIED, INCLUDING THE WARRANTIES OF
MERCHANTA1311UTY AND FITNESS FOR PARTICULAR PURPOSE
AND OF ALL OTHER OBLIGATIONS OR LIABILITIES OF MANUFAC-
TURER.
No agent, employee of representative of the manufacturer has authority
to waive, after or add to the provisions of this warranty, nor to make any
respresentations or warranty not contained herein.

06/02/97 RON -15:19 _FtAZ:-919 527 9859 HS1_K1N5TBH: - r�.•. ;,r.ik� >� .,• �00� -9s�
MANUFACTURER'S CERTIFICATION
GASKET — JOINT
PR200, PRI 60, PRI 25 and PRI 00 PVC PIPE
n1s is to ca&f7r that thoplGducft herein refwmgdto and manatactured by,1VORW AMER1CAN PIPE MRPORAT70N
MOW or exceed The mqufnaments of the perffnm t standards and regtaWIng agancAm as Wkwted
MATERIALS —PVC matertaw used in PR2W, PR160, PI312.% m-d PM00 pipe, manufactured by
NORTH AMERtCAN PIPE CORPORATIOt4 comply wM ASTM Standard D-1784 and am approved by National
Sanitation Four9k l m for pataMe water use. Pipets made from a virgin PVCco apound wUh acell class0kanon of
124544the established hydrostatic. -ate (HDB) ratnng is 4.OW psi at 7'&4•F MT4 The Standard
Thermoplastic Pipe Maiettal DeeQgrtatiort Code is PVC 1120_
PIPE -- Physical dmenstons and tolerances of PR200. PRIOCD PA125 and FRID0 pipe. manudactured by
NORTH AMEAICAM PIPE CORPORATION, am vAthin the requirements of ASTM StaXI" DD2241, Product
Standard PS_22-70 and the Natkwol Sanitation Foundation Standard 14. i celled -end PR200, PRI 00, FIR125, and
PR100 pipe made forgaWcet Joints by NORTH AMERICAN PIPE CORPORA7i4N, meets the above specifications
including ASTM
�D-3w1w39. VMte Is the standard cobr with blue optional_
CIASKG � � AN D LU BR; CiANT. ~ Gaskets arW Leis ate oonrpaGWe with the plastic
materiel In NORTH AMERICAN PIPE CORPORATION pipe and in cambindion with them will not adveriMy affect.
the potaWs qualifies of the wlraW. Each g3SiM is fadory Iratatalled In belt -tend pipe. G ado3ts and joints moefidl
requiMments fat pedonn es 9p x find in ASTM D-3139 and f T: AEI NORTt•I AMERW-.AN PIPE CORPORA-
TION getticets we factory Installed and hams a steel minfo rdng ring. {Lodged Oro
F ITTt NGS -- CNUk9Wllt*g% supped by NORTH AMERICAN PIPECOAPORATtON, meetthe Mulre-
rMants of ASTIM Stmndwds, D-31 M Salrt fittings are appnx ed by thd Nartiariat SanitaSon F erW441on for potable
water artd have preswures of 200 PSI at 73,4*F unless odwiWee noted
MAR KI N G -- PR20(X PF11 too, PRI 25, and PRt00 pipe. are marfaed as pmcdbeel In ASTIVI Standard
Dr2241 La. nominal pipe zhA type of pifc pipe materfat, Pipe dimension ra p' meeura raiing. ASW lion
destna on rximb ±r. rnanuiachrrees ram a and code, and the Nark real Sanitafiiarr Foun aboo seat for potable water
I N PLANT TESTING Per ASTM D-2241:
1- Pips shall be homogeneous throughout and free from visible cracks,, hoie% foreign Inclusions, and other defecta.
2. VWI 7taaknetw, oumide Diame w, and Ovality - Dnm per hour: Metfrod AS U D-2122.
3.. QUICK BURST - Every eigtrt hours Method ASTM D-1599_
4. FLATTENING - Every eW hours 1490)od ASTM 0-2241 B.S.
a. IMPACT- Every eight holm. Method: ASTM D2444,
6- EXTRUSION CK AWY - Every eight hours. Malhodt ASTM D-2152
T. SUSTAINED PRESSURE - Twice per year. Method ASTM D-159&
Pam a

41
IPS CLASSES -- PVC GASKET PIPE
ASTM D-2241
(Quantity floured on 20 fL Ionn- S)
PR 100
SOR 41
Out
woke
PSocss
Dwdlss
TnxkkMd
Sim
DLWT~
W-10
Pox Fan
au ft
Tn9fdood
P`eias
Z:
2875
XX
AW
188
12
.OW
125
12
1
Et7
44-
4 500
.10R
tow
76
12
912
1 a0
6"
6-60
25
121@28
392
-- 7"
.l$1
2-175
14
4014
8"
5.6$
210
34Bt
24
4024
242
4,e40
18
2018
20
46M
t5
15
M75t1
.282
5 7 9
12
12
144
f2"
f2.7S4
.310
&154
5
t18
fqw
4
204
fi
8�6
S
8®8
- Pit 125
SM
Oub*fe
WOW
Pima
8l"am
Tnx*b d
Sine
Ofm vdwbr
Waif
Per Foot
Ekme m
Ted
Ptooes
2"
?3l5
x "3
.346
258
12
it15
62,160
21�it'
2375
,085
Tab
t2
440
3"
8
f0$
797
125
12
7.Sb0
30.000
4"
4,=
.138
1 � .6
76
19
9iZ
18.240
6"
GL825
28
12c;MS
892
?MO
2m
2720
14
4014
9"
LOS
.253
4514
84
4*84
242
4AM
16
201a
24
4@20
t�
15
10"
10.760
.330
7.225
12
t x
I"
2 m
12'•
i2 75y
-%2
10.182
a
98
1.qw
4
2�1
&
6�6
S
2�9
PR 160
MR 2E
Out4:da
waiam,
Peeo4a
Bpnflf4i _...
Tnx* oad
Size
uladffftr
Waft
Per Foot
Buxo*
Tl oed
1'r`'+oee
1 f�"
1.9m
274
RE
94
+4,6T2
1l0,446
2275
.01
A28
2%
12
i-180
2w-
P W5
-110
.827
196
12
2zlz
44.840
3"
3 aia3
.1S9
Sm
125
12
1.600
a0.aQ0
4"
4.60d
-173
1.3i9
75
L2L
942
18 44U
6"
8�5
256
3mi
28
_12 00
W2
7.w
14
4@14
W.
8.425
2w
5.731
24
4024
2v
4im
19
21018
20
4dW
t5
20"S
10"
W750
413
8.w
12 J
12
144
? 9q
IV
1Z7$0
fiDR
12�
8
Se�9
98
1,660
1
4
24"
8
-1
S
2
p 4 T7ia e4ves wbiem also MR* co C6ss Ais M=pt kr %I& aidFne=" and W&VM Per R.

x.�xP:tlS/.<fxlbY. ,a1l1!t -.[OC�1�! rtla_ 'd1F! bzI tsCl.otfAw
2151--2►2N;'1liJh _
LARGE DIAMETER IRON -PIPE STANDARD 0. D. PVC PIPE
• NAPOO is expanding Its Om of Ira OLD PVC pipes • Backed by MAPCO experience in have di8(rveW
to 140, 16'; & 16`. 1 PVC supply Erie& force mabur, ffrigabo t spa.
• NALGO PVC imtomre Pips with pressure mUng Qf • The deep beNs of the NAPOO R4 s Wnt with Wfted-
200 PSI (SOR 211160 PSI (SDR 2% 125 PSI (SDR in gaskets prowide m matched pgrtamwxxk puoa n
32.5) and 10t1 PSI (SDR 41 j in years of tamps diar ¢ice servlceL
• IMF. listed compound and poe for patebie war
appf"tion ` I PS CLASSES PVC GASKET PIPE
ASTIIII D-2241
(Quantity figured an 20 M lengths)
I. P.S. O.D. PVC PIPE
SDR 21
size
Outside
Diameter
wan
Weight
Per FNA
Feet Per
BW$dlo I
Rw Pw
Tng*i ad
14"
14A0D
.667
18.770
12D'
1,440'
16"
16AD0
.762
24.B36
120', 8W. 60', as 40'
1,2DW
1e"
18AOa
AST
31.424
120`. 80% 60'. & 40'
1,DOV'
SDR 26
size
Outsde
DWnwd +r
Wait
Weight
Per Not
Feet Per
Bundle
Feet Per
Tnickk)ad
14"
14.000
km
15215
120'
16"
16-OW
.615 1
20248
120', 80% 60'. & 40'
1.00w
18"
184W
.693
25.031
120', eV, so', & 4D'
LOW
SDR 32.5
Size
outside
Diameter
Wbfi
woven
Per Foot
Feet Per
Bundle
Feet Per
Tr'trddaad
14"
14.OW
.431
12.344
12D'
1,440'
1 w,
i t3,000
A02
16235
1201, 8D'. W. & 40'
i A0o'
1 g"
MWO
A 4
20.M2
12W. W. W. & 40'
1,OW
SDR 41
size
Outside
Diameter
Wail
weight
Per Foot
Feet Par
&.uu9a
Feet Per
Tnrci*md
14"
14.000
.341
5.857
12[f'
1,44T
1s"'
16000
�. .390
13.038
12Xi', 80', 60'. a W
1,000'
f 8"
18 a00
,4,39
M510
120'. 90', 60'. & 40'1
1.000'
page a

INSTALLATION,. .:..�.
� =
Ttbte 4. asccurnnorr or FM.WHEIrT "AMRIAL CLASUMATICna
wiamond Agricultural PVC Pipe should be assembled and
Installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D232I, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487 and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot. and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the.spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does, not complete the joint, disassemble the
joint and examine the parts to make tertian they are free of
obstructions.- Visually inspect the completed joint to insure
the gasket has not been dislodged.
Tibia 5.
APPROS111ATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPALTJOY VERSUS E\tBEDMF-NT CLASS AND -%fET1iOD
OF PLAI;EMLNT AS P£RCEINT OF STANDARD PROCTOR
DUMMY OR RELATIVE DEHStrY•
FOR GRANULAR MATERIALS LV PARENTHESIS*'
C:LA--S OF E.NIBEDME-%T I It 111 IV
Mp.iaca.a0
MATERLtLOESCRO*7ToN C.na.ear SGa.rf Llalad-Ga>s E.IrGrala
Mmort p Sah . C kme Soda SW•
opm.m eAa+rc COMM rslgc 0.1_' 440 ti n
hot . a( dry .qrp j
Sall Coa..l.daca ah+7rod . 4 a! r.mm IQ 11rsu. - I Dcam, Raw
Comm Da po"I proper 95-100 95, I00 9j-Iw 10
urramind (73-I(M d410T
Oc-s I, "pa Uft 149$ rW5 S"s TS-90
a.Orakrn (6a751 160-M
CcosobdM ty awsom IMI J J!"I L .
[60.751 Itd1101
(40-" �.
Bald umr 60-s0 Ef,}7¢i IS
tS0•FSH
p W-W l6JGi O[}Im hfi 7S
1 (40601 150-e01
sML - sA[L QMMI TIp\ (W
CL.ASIs T7P[ MATERIAL CLAsmFICATION -
r CU . I S-k- I { �I�IYrR�� I40- (..d. -.--k tM 0 1 Ir i"in N r tl .M , ,xk. P..
I t11 ca/we wPw.i cars 1.s..++ Mrfiwc. nca r .+raw .x.c .. i n..�m
c«.4 ea.a..l if ar+at.. R ewr,. reW.
Ca.. a SN.-. CW
I was.&-.... P.wr wr F-1 r.r Irk P .. Inn
cf.I. a..w MO../
Ckaa
V
by Iv+i+.1 pMl. w fats.+ w+ S,.k .. r v.. �tl•S r .r+...�
. kawtr w—llll. r Ul...we, hs" -r. VIA .sand !I" 1s..,�.a
Elva-
' fir'
WeN Paw 6.06 r/ P•'+a! .c.R 6-k A.+ A&- aw
pd. 3r lnerw.P.L�.• scat r'7,�y+
sP
K•Pb Y^ S.A. &W ..NNY..�.L.w w. 0- Vh M .....,
&sw�P�A4 .x.e. }last w.+"i rlr.1-.mow 30—, tv—
clan J31 S.&... (MI
SA4 P-rk r-0
Ha 4 rr.a..1., m !.+1 w 3s. r,.a
Cr
CUM srr-K v-4 ...1.1......w.
—14._ a e..e. M— 1 "sans.
SM
Sft .s 40L LOW-11 sass..+ M.r M., Ve{ „1 .,.".a xrr.+ P.-w+ K-
M. rlal l.: wq wd .. S . 'M x.w,
SC
ei.Wy f...4 ~.I- war, M— Y Solt ..I...rr Mrr.+ Mom•, K.. 1
,.e•a_ M� aa. ye x...d w W to ..,..
c7... iv s-t ML
CL
.
•••961sr d 6. ww..r. t+"— V-4h .la. .A..1^..
UK
So%, !P% ....1- .. M..'s.....
- CH
h.". tins 4d"TL -a.. 1. a+.,.
Con 1: S., 0.
(}� .i. W .�trr +.MI .Isr. ■ r It.•-w 1 .Ir/ i� s..•:.: M.. `
E,sllmllt lri.,..r...,... 4. ,taws, •^ M.- t.a«i tiA
I. a.rrIlM —0 ASTaO 0IMP. IP. ar $4 tw =c+ ]r....a.
..accamb—in
••• t wi ASTM 0 240- s.i ..• n r. I% 0-4 -lilt a 1-0 a
ta..1=P.. fat .
darFr...t .r El.. if "-d Cl.. ra.
The haunching are., is most important to the support of
PVC pipe. For good support. the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart
Figure 2.
cu�-ar-I��i
faswc. nIK. ,.e..
cast
L ..cu+aa
., I+ t
s.el•Ia
1
• Rny.,. P
RcEm Y deftwy Is n.wad m pwxwr scs.
Th.. "bk urea as as aaplo,x Fa•dc defi+,.Iq sK_r v rtx draue.el s,ulwed d+m.Ffi .mxws
metaods ar .aI cansalrilap.Iwd.![crr.I classtr d vrl. i!e uelc .s +.rt+I.rO w vN^� s.rla.tr ant n
rn Ire.rnllln+am ear aeat...e. A 7w1 dCUg rafyn w.+Sd Sr ac.+c4Wd 6T .ne nei.^a.T to Ytti d+e

�.il AssOCJATl�S :'
'.Led-
Safe Filling Rates .For Mainline Pipe
It is very important when filling an empty or near empty mainline not to.
exceed velocities of 0.5 to I ethepairer s�nothe pipe
evacuated.properly
faster than 1.0 fps may not'allow
evacuated. Therefore the following chart indicates the approximate
maximum fall rate (GPM) for most PVC, RC and ductile iron pipe lines.
Nominal Maximum
Diameter- Fill Rate -
Inches ( m)
z l l
21 15
3 -24
4 40
6 80
$ 150
10 :250
12 350
14, 475
16 620
lg 780
20 980
24 1400
Pump Stations should be selected that will allow the.fill rate to be
adjusted accordingly. The fill rate'can be increased at a rate of
one (1) gpm every. two or three seconds. This amounts to an average
increase of 30 gpm every minute during a refill operation.
It -is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% of its volume capacity.

12-91
FIGURE 3: Coefficient of Flow
Pipe C-Value
Old Steel 100
Aluminum with couplers 120
Cement Asbestos 140
Plastic 150
As you can see, this formula is quite complicated. Figure 4 is a chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for class 160 PVC with a C: Value
of 150).
EXAMPLE:
Pipe = PVC (Class 160)
Size. = 10
GPM' — 1000 GPM
Length of Mainline = 1300'
From the chart, we find the PSI loss per 100' _ .21 x 1300' 2.73 PSI over-1300' of run
100.
Head = 2.73 x 2.31 = 6.28' of head over 1300' of run
Velocity (V) = 4.15 ft/second
We can use the chart along with the conversion factors list on Figure 4 to determine friction loss
for steel, aluminum and asbestos cement.
EXAMPLE:
Pipe = Steel
Size = 10"
GPM = 1000
Length = 1300'
Friction loss in 1300' PVC- = 2.73 PSI = 6.30' head
Factor for steel xZ12 x 2.12
Friction loss for 1300' of steel = 5.78 PSI or 13.36' bead
Velocity M = 4.157sec. (same as PVC in previous example)
A Rain®ird slide rule makes this determination very rapidly without need for calculation -
After obtaining the friction loss per 100 foot of pipe and multiplying this by the feet of pipe divid-
ed by 100, the total pipeline friction loss is known and can be used in the total head determina-
tion as well as compared economically for proper pipe size.
You may incur instances where either the chart In Figure 4 or the RainBird slide rule cannot
be used. It will then be necessary to calculate the friction loss and velocity- To do this, use the
formula in Figure 5.
a
R
S_Q

MAINLINE REQUIREMENTS'
The connecting link between the pump and the irrigation system is the mainline. Mainline material
is normally steel, aluminum with couplers. cement asbestos or plastic_ Sizes can range from 5' to 48"
plus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot, a water source at the pivot is most convenient. When water is unavail-
able at the pivot, a mainline pipe is often used to connect the pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing, the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of owning a larger
pipe size is greater than the yearly pumping cost for pumping through the next smaller.pipe size; then
one should use the smaller size pipe. A good rule of thumb would be not to exceed a velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following formula:
Mainline Water Velocity
V (0-408) (GPM)
Dz
.Where V = velocity in feet per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches'.
Pipe thickness or class should be selected to handle the highest pressures Iikely to be encountered.
Because -of the variable pressure operation ofJhe corner system, the mainline pipe should be designed
to operate at a pressure .of 3D-40. PSI greater than the selected pivot' pressure:' The selection of flat
pump Curves will be helpful in reducing the pressure fluctuations with the copier system. '
FRICTION LOSS IN PIPE
. Water flowing in a pipeline is always accompanied by a loss of pressure due to friction. The
degree or amount of loss depends on the smoothness of the inside of the pipe walls, the
diameter of the pipe, the velocity, the quantity of water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every type of material pipe is made
from (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for many friction loss calculations. Friction
loss (F) is in units of "feet per 100 foot of pipe." Dividing by 2.31, friction loss is converted to
"PSI per 100 foot of pipe."
1.85
.2083 r1001 p 1.85
F = 1 C ff
04-8655
Where:
C' = friction factor for various pipes (Figure 3)
a = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot of pipe
'Irrigation Short -Course 1976 `Coefficient of Flow
Bob Mulliner
Irrigation Consultant
Hastinqs, Nebraska

Water Hammer
S i z e
A, V Q Q
Water Hammer
PST-],0'- sec
2"
0.0262 5 0.131 59
350
4"
0.0941 5 0.471 2I i
350
6"
0.2039. 5 1.020 457
350
8"
0.3457 5 1.729 774
350
10"
0.5372 5 2.686 1.203
350
12"
0.7556 5 3.778 1,693
350.
15"
1-1.547 5 5-773 2.586
350
where:
P = . Pressure Rise (PSI) above static pressure
V =' Velocity (fUsec.
L = Length of pipe ahead of the valve causing
the hammer. (ft.)
T = Time required to close the valve (sec.)
P = 0.070 VUr
P = 0.070 5(1.000)11
P = 350 psi above static pressure
Water Hammer vs. Velocity
Size A sq ft Vft/sec. 0 cfs Water Hammer
6" 0.2039 l
0.2039
91
70
2
0.4078 '
183
140
3
0.'6117
274
210
4
0.8156
365
280
5
1.0195
457
350
6
1.2234
548
420
7
1.4273
639
490
8
1.63I2
731
560
9
1.8351
822
630
10
�2.0390
913
700

4" FL X 4" MCL ALUMINUM ADPT
4" CERAMIC BUTTERFLY VALVE
4" SCH 80 PVC FLANGE
4" 200 CLASS PVC PIPE
SCH 80 4X4X4 PVC TEE (SXSXS)

� j
�' t
\�
: �
� \

THRUSTBL.flCK
Thrust blocking prevents main line from moving when the pressure load is applied. In of
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. -Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes;
caps, valves, hydrants and reducers) of the pipeline_ The thrust backing must be formed against
" -
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type'of thrust block will be -determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STET' I. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
End
or Tee
901,
Elbow
450
Elbow
221h °
Elbow.
2.94
4.16
2.25
1.15
ffDead
4.56
6.45
3,50
1.78
6.65
9.40
5,10
2fiQ
9.80
13.9
7.51
3:82
12.8
18.1
9.81
4.99 .
A.
. 16.2
23.0
12-4
6.31
5 . „
24.7
35.0
18.9
9.63
6 ,.
34.8
49.2
- .. 26.7
13-6
8 ►'
59-0
83.5
45.2
23.0
10 . ".
91.5
130.0
70.0
35.8
12
129.0
182.0
98 5
50.3
STEP 2- Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads Lbs. Sq. -
Sound Shale 10,000
Cemented Gravel and .Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay - Can be spaded Z,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
3Certain Teed and Installation
Code 40-22-16H
5/1175
2-15

' .w« T'-<' ytis:y. — _ - - '� _. �iyh-� ip`S.a �✓'�f '�,, S �w`Y
'0NS1RUCTI0N. (]F-THAUST' BLOCKS
Thrust blocks are anchors placed between pipe or fittings and the solid trench wall. They
can. be constructed from available lumber if braced properly. :
However, the recommended blocking is concrete which is calculated to have a compres-.
sion strength of ZOOO pounds per square inch_ The mixture is one part cement, two parts washed
sand and five parts gravel.
Thrust blocks should be constructed so the bearing surface Is in direct line with the major
force created by the pipe or fitting.. See diagram. The earth bearing surface should be undls=
turhed. Only the simplest of forms is required. Typical thrust block installations are shown in
Figure 8.
FIGURE 8
2-16

Animal WasiP.M==gemenr systems
POONd rw dzw
banon and &MCWV CC
scan aferr esixad tot eaen
e,. taQoan or
�� np ilairCsn rw und
roorrya at at !ki
wts
(Frsaab P" 2_5"W.
Z«nonr seunal
Is on log=
d WM rotas titan CM
PMMM%MMMU*WMft
Wki'DO9 ,
Yp
u Cho OVP &=FMY oo Not imgate
p�+q or ww l 30 Yn
are of bsrq Oa[r~d 7
Yes Yes
Yea
to ms ¢tired :s a rsari
sasrauad or C aM
a0ar*am OvwIL
Obtain a weata WAY"
wV'M 50 Cw" & smws
"WO i tatr t»r fear sae
a.,ryt,orr�iphre
r�eortlon to appal �"�
snant Wow AMMM
W
File a" to
ptsa+safatXa
rue tsar vw c= be-
\ appeed7
Fig. 5--1. Nuttiest managemva and irrigation scheduling decision -making flowchart -
Basic Soil -Water Relationships
Before attempting to measure or estimate soil -water content, you should
understand some basic soil -water relationships- important terms you should be
North GFiotrrWState Uammuy

A . vr&. rW"L. awn of uquuc�ntriuu.Waxl ayt'r�. ��,
c
Table 54. Use of the chedtbook method for irrigation scheduling
locstion)-
PAW ' in
Water Additions
Water 10,ses
:oil
Date
at start of
Daily Rainfall irr-garion (Drainage)
at the end of the day
Storage a
Comments
day
PET
inches % of
in6c
inches
% of PAW
itrches
PAW
5-01
_ -
-
-
-
Don't know initial
madinnas at this time
5-02
- -
-
5-03
- -
15 at
1.40
I00
OM
Assume FC reached at
end of dap afar rain
5-04
1.40 100
0.16 - -
114
89
0.16
5-05
114 89
0-16 - - -
1A8
77
032
546
1.08 77
0.16 - - -
0.92
66
0.49
.W
0.92 66
0.16 - -
0.76
' 54
0b4
OS to irrigate
5-08
O.76 54
0.16 - a" - -
1.24
89
0.16
Irrigated 0-64 inches
5-09
114 89
0.16 - - -
IM
77
032
5-10
IA8 77-
0.16 025 027
1.40
100
OM
Rain exceeded storage
so had 027 inch of
tftasa v or seepage
5-11
1.40
100
0.16 - - -
124
89
0.16
5-12
1.24
89
0.I6 - - -
IM
77
032
5-13
1.09
77
0.16 - - -
0.92
66
0.48
Lagoontoniur
itmtes need to
5-14
0.92
66
0.16 - 0.49 -
1.24
89
QI6
lrrigaud storage at
start of dap (0.48 in)
5-15
1-24
89
0.16 - -
IM
77
032
5-16
1.09
77
0.16 O22 - -
1.14
81
0.26
5-17
1.14
81
0.16 - - -
0.98
70
0.42
5-19
0.98
70
0.16 - - -
0.82
59
058
Waold iilce to irrigate
5-19
0-82
59
0.16 0.50 -
1.16
83
024
irriSued 0S inch
S-20
1.16
83
0.16 0.63 - 0.23
1.40
100
0.00
Rain ewerded storage
so bad 0.23 inches of
drainage or seepage
5-21
1.40
I00
0.16 - - -
124
89
0.16
5-22
124
89
0.16 - - -
IM
77
032
5-23
IM
77
0.16 - - -
0.92
b6
a48
5-24
0.92
66
0-16 0.08 - -
0.84
60
056
Lapon marker
irKrwmrm need to
5-25
0.84
60
0.16 - 056 -
1-24
89
0.16
Irripted0S6 inches
5-26
1-24
89
0.16 - - -
IM
77
032
5-27
1.08
77
0.I6 - - -
0.92
66
a48
5-28
0.92
66
0.16 132 0-69
1.40
100
0.00
Rain w/OAS in
drinage
5-29
1.40
100
u6 - -
1.24
S9
016
5-30
114
89
0.16 - -
1-08
77
032
5-31
1.03
77
0.16 - - -
0.92
66
0.48
Lagoon marker
iadi=- seed to
"��
' Based on a maximum plant avadablC W=Cr Mawne of the exmnple soli of 1.4 inches
2 Soil storage at end of day is amount of plant srs>3sbk wu=r depleted. It is coupsted as:
Soil Storage (end afdrrl - PA W (reset of dsr) + PET- *sinisll • irr-atiarr
+ drsirw
-
3A-10
North Czralins Cooperative Facterrsinn Serzsrc

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

IRRIGATION SYSTEM CAUMRATTON DATA SHEET FOR STATIONARY
IL
Date Farm Tract No.
Effective sprinkler area: Lateral spacing ft by spacing along lateral ft = fl
Sprinkler: Maio~ Model Nozzle Dia. Discharge GMP
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/4) = ft
C. i-quiuver or c:ouecuon containers
d. Start of Irrigation event
e. End of Irrigation event
f. -Duration (e-d) hours
g. Operate the system and collect data
Wind Dkvc*n
Wbd
Gauge Volume Overlap Corrected Deviation
NO. Collected Adjustment Volume from average
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17 � � -
18
19
20
21 .
22
23
24
25
26
27
I
29
30
31
32
1 1 5
e
13
17
21
25
n
O 0
o
O
0
0
O
0
2 e
10
fa
18
22
20
33
O o
o
0
0
0
0
0
30
,0
1
1
30
.0
O
o
12
1e
20
!a
z6
12
EOa O
q
O
O
O
O
O

i .,
1
0
6
0
0
0.
13
0
17
0
21 -
0.
26
0
29
0
2
0
8
0
10
0
14
0
18
0
22
0
26
0
30
0
3
0
7
0
11
0
16
0
19
0
23
0
27
0
31
0
4
0
a
0
12
.0
1B
0
20
0
24
0
29
0
32
0
h. sum of all catches inches
i. average application depth (h/c) inches
. C)
j. precipitation rate = — inches/hr
(fl
k. sum of all deviations from the average catch
1. average deviation from average application depth
m. Uniformity coefficient
Ul ---
(i)
Interpret the calibration results.
X 100 =
An application uniformity greater than 75 is excellent for stationary sprinklers.
Application uniformity between 50 to 75 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 50 is not acceptable for wastewater irrigation. If the
computed U, is less than 50 percent, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.

I , I
75
0
25
00 16 20 30 40 $0 60 70 so 90 100 110 120
CAPACITY IN U.S. GALLONS PER MINUTE
C-5035 s.,won T-3207 4--1C-5035 a-" 3-1-72 0�-30-M moDuB NTPL
C...: uaww CL PoLm. LMIS m.C*L N. LO 10 1 a Nominal . &P.AL 3600
pm.4w: mmw C.I. Pam 0M07298 (7/81J)m.*� w. See below at., 6-9/1 V BamW cc Fresh Water 0 80' F.
S32401 (It U) 1ri&x1mum Working Pressure: 150 PSI
MENNEN
�mmmm
NA
v
0 so 100. ISO 200 . 250
CAPACITY IN U.S. GALLONS PER MINUTE
T-3957. -1, -2 sm.-aft C-"" cow 12-7-63 o" 7-30-85 mona E3ik2TPM
a
z

rd
04,16/91 PRI 07:11 FAX [phone] yRMTAGE FAPM
ry WA5TE UTIL1L14TiCN PLAN
Producer----- s JAMCO LAMB County : GAMPGON
Kt&zo of ;2er-m—#LAM8 FORMS
Locatt ioii—0757 SARLAND I:WY
Phone-,—••••�;910-59e-�90a1 //
Typo Cppr.t WEAN—FFEn
Number of Animal3040
Storage Lagoon
Method of application-------r ll-riAation
Amount of waste produced par year — -p 1284 tone/year
Amaunt of plant available N (F'PNJ produced/year—: 1439 lbs. (yeas^
The wastes frno ynurr animal facility ntict ha land eppliso sot a
5pecifled rate Lu prevent pollution of 5vr'f&Qv w*tvr and/or
groundwater. The plant nutrients in the animal watrta should be uce
to reduce the avount-nf cummar-cial fertilizer required far the
crops in the fialdt whora the waste is to by 2ppliod.
This waste utilization Plan uses nitrogen as tRe llaiting
nutrient. Waste should be analyzed beforc each application cycle.
Annual boll tests are strongly OnVOuraged so that all plant
nutrientf can be balanced for rreliattie yields of the crop to be
Urown
Several fa:ctars are impai^tent in implementing your waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensues that it is applied in an enVironmentally safe
nann1rt
1. Always apply waste based an the needs of the crop to ba grown
and the nutrient content of the waste. Do not apply corn
nitrogen than Wir t.r•up L:csfi kitilize.
P_ Soil typos are joportanx wa +SAy Knup diffvt-ont i"filtrration
retest leaching potentimis, cation Pxehange capacities, anV
available water holding capacities.
3. Normally waste shili root be applied to land eroding at more
then 5 toms per av--e Per ycar. Waste May bo ,applied to land
arotl_np at '� or more tors per acre annually, but less than
to ton* par acre per year providing that adequairs filter
strips are established.
4. des #tab a1pply waste an satur-ated soilej when it is raining, or
whoa the surface i s frozen. Either of those r, m"di} i nr►s may
in runoff to the sui.face waktArrs +vilich i► iiuf Alvwrd under DWQ
regulations.
S. Wind conditions should Algo Ow Considered to avoild drifC and
downwind odor problvsrc.
S. To maxiaize the value of the nutrients for crop Aroduction and
to reduce the potential for pollution, the waste should be
applied to a Arowinq crop or applied not mars .hen 30 days
Prior, to planting a crap or forages breaking dwr-man_y.
Injecting the waste cr uIrkine will conserve nutrients and
reduce eder problems.
This platy fa hssed on the waste application method shown ebovs. If
you chaos* to c�,hangn mathods in the fwture, you need t4 revise
tnis plan. Nutrient levels for different application petngc5 are
not tho saeaa.
: The estiratad acres needed to aPPIV tine anjoal waste is nased on
typical nmtri*nt content for Chic type of facility. ncreage
reaufYrenents ShoUld be ba5Qcj on the haste analysis report from
your waste management facility. In 6606 Cd3ds you May Went to have
�O�Z

03�i&/fi7 FRI 07al.d pAZ 010 592 055'_ PRESTAGE FAm
IM404
The ava4scator is Cautione4 that P and k may tie over applied wh#l,e
tweeting the N re4Uir8munts. In the futiaro, regulations may requiret
fatrsers -in some putts of Nortn Carolina to havQ a nutrient
management playa that addretcos all nutrients. This plan only
addrosses nitrogen. I
In interplanted fields (i.e. small grain, etc, Inter -seeded in
OVj-owaldg(-assl, forager must be removed tlar-vugh graminy, hay and/or
silage. Where grazI tg, plants should be grnzed when they roach a
height of sax to nine lipubes. Crattlu should be removed when plants
aro grazed to a height of fnur, ineh+ac. In fields „here a:ma►il grain
etc, is to be rwoovad far hay or silage, care should be exercis@O
not to to let wall pt+ein to rood: maturity, especially Late in
the season ti. e. April or May). Shading may result if small grain
gets too high and this will definitely intev-f ►ro with stand of
bermudagras s. This lose of stand will result in reduced yiolds and
less nitrogen hoing utilized. Rather than cutting raaaall grain for
tfay or silage Ju*t before heading as is the normal situatihn, you
arc orteeuraged to cut bhR %wall grain earlier-. You tray want iu'
consider natwesting hay or Silage two to threw timer aiaaring the
reason, depanding on Lima small grain is planted in Uar Tall.
The ideal time to interplant small grain, a•tc4 is late-Beptember
at- early October. Dri 11 inra in recomuendad over braa►dca,st ing.
Bermudagr6tees should be yreec+red or soWed to a hoiclht of about two
inches before drilling for boat rarultz.
Caution must be cne"Isad in grazing ot- haying sumdavt^ 4a0e111Adls
under stressed coneiitionG. Nitrate poisoning emy occur in
liveatvck. Gampling forage et- hay for nitrate levels is
recommended.
NCres shown in the tabloo are censidarod to bee the unable acres
excluding required .buff!ars f filter strips AAQng ditc.4es, odd
areas unable to be irrigAtod, and porimotari area& not receiving
full application rate %, clue to equipment limitations. Actual total
Acres in thew fiw.ld listed may, and most likely will be, more than
the acres shown lit the: tables.
Be* aattsi I:wd map showing the fields to be used for the utilization
of animal waste_
SLUDGE APPLIGATIONr
The waste utilization plan aruat contain proytsion for periadit:
land application of sludoae at agranomit r ovo*, The sludge will be
nutriont rich and will require precautionary measur-Rb by prevent
over application of nutrients or other elements. Your produe-tine
facility will produce approximately 6:19 lbs. of plant available
nxtropen oer year in the sludO-
if you remove sludge ovory 5 year&, YOO w411 have approvimaatel5-
10g4 lbs. of PAN to ui;iliZw- asrr9amin2 you apply this FI-W to
hYbri d 5ev- audagra ws hay l and at the rate of ;M lbs. of nitrogen
per acres yum will nary-d 4 acres of land. If you apply tine
sludge to corn at the rate of 125 lbs. of nitrogen pwr acre, you
will newel 9 mLr•erx ur land. Please be aware that these at -a
only est i ma' t FB of the PAN and 1 AMM npedod. Actual rwpiei remeynt s
could very by &0% depending on your sludge waasty dnalysSp, Coil
tYPes, reaalistie ytalrfa, and application rrnthods_

oa�1a: sr FRI 07:15 PAZ fli0 502 953t PRE9T!!GE P"Us �04b
Paige 4
APPLICATION OF WASTE BY IRRIGATION
rThe Irrigation application rate Should nob eKvafd the intaka rate
of the soil at the Live of irrigation such chat runoff ar ponding
occurs. This rata is limited by initial sail mvIgture content,
soil structures soil texture, water droplet sixes and organic
solids. The applICAtion amount should out exceed the available
water holding capacity of the soil Ott the time of irrigation nor
should the plant available nitrogen applied exceed the Kbrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the praducer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate iho acres shown in WKS. Failure to apply the
reconvandud rates and amounts of nitrogen shown in the table may
make this plan invalid. ,
The following table is provided ass M guide for establishing
application rats& and amounts.
Tract Meld Soil Crop Applic
No- No. Type Rate
Qnfhr)
CGfi=�,- :x�MrMFM r��� �=�S�tlM ar.Avs.cz
169,42 1 No c.e-µAy .so
Applic.......
Amount
(inches)
J.'30
This is the maximum application antiunt allowed Or the &oil
assuming the amount of nitrogen allowed Or the crop is not oval
applied. In many situations the application aemunit shown cannot ho
a►p¢lled because pf the nitroor" Wthatian. The maximum
apP l i cat i otti amcmu L *hown can to appl i od under optimum s i I
conditions.

w
� 1 L
04rI5,o'$7 FRI 07:13 PAI 010 592 0592 PRVSTAGE �jMS
�• large 6
pint anaiysig made, which could allow addit3anal waste to be
applSeO. pruviefons shall be glade for the *roe receiving waste to
be flrkible 40 as to ^ncommodate changing "&to analysts; conttht
and the crap type. Limo gust be applied to maintain pH itt the
optimum avenge for specific r.4-6p production.
This waste utilization plats. if Carried out, meete the
requiraventz far cemplianco with i5A NrAr, 2w _0217 adopted by th*
Environmental Mana4&t0efft Comssrissian-
YOUR WASTE UTTLIZATION PLAN I5 BAMD UN THE FOLLOWINGS
Tract
Field 50i 1 G4r0P
Y101d
LDS. N Acres Lbs. N Month to
•No.
No. Type Code
JACre
/Unit Used Apply
et
M=r== �=--as
rs mOM
a=r_'_= UHMISM
1094.R
1 Moo C
a. 1
ern. ilia 4.5 1372.5 MAR-13CT
i,094n
1 NvA . L
NJR
O. eO * 4. 5 L>85 S-APRIL
Total 4.5 3593
Availacis Nitrogen
Uncludt% conves~cial) 1459 A�
Surplus Or Deficit -136
Crop rodeal Crop -Unit
AasJarlevwbw.
IaUats--pls.
�$ermudapret s3(gt�aze)
tons
J—Rye—bu.
CrBermudikarast(hay) -Mores
DaCur-,i (Drain) —bu.
K-Small graintaraze)—acre
Lr-Seee21 grai rt 0wy) —acre
EnCt±rn (Ri tags) •--tnn�
#�$ar►1}hum tprai.n)-�wt.
FaxCP tt an—1 bs. lint
W-Wheat-bu.
:..^:
&Folieu 9(grwr►a)-tnnt;
Y=Fescue(past ure)-tons
F1-Frvscue (hay) —torts
Z-Bertaudagr•a ss ( past ure) -tans
Applying
the &Love amount of
waste
is a big ,fob. You ss•rould plan
timo a"d
have appropriate equipatnt
to apply, the waste in a timQly
sasznar.
z 003

?1e1$llf7 FRI 07:19 PAX 910 Sol 9859 PRESTAGE FARMS Q000
• j. �! w
Page 5
Your facility is designed for, 160 daym of tvmporat'y =toraga and
�."fir;. •' -the t4mpor-ary storage must be removed on *he average of once sorry
`=' 6 months. in no instances should the valums of bhe 4aste bet *tared
3n your structure be within the M year e4 hour storm storage or
offs foot of froobaard except in the event or the e5 year G4 hour
st. orm,
It is the responsibility of they producer and waste arpplivaLLwr to
4nsure that the spreader equipment is operated properly to apply
the COM-Get rates to the acres shown to the tables. Failure to
apply the recommended rater and &Mounts of nitrogen snown in the
tables may mate this plan invall&
Call your technical specialist after you rOL-91ye the waste
analysis "part for eassistanes in determining tho amount of waste
per acre and the proper application rate prior .to applying the
waste.
NARRATIVE OF OPERATION
t
t
I
I

.. r.04ffS/97 FRI 07:20 FAX [phone] PR=Acn FAWS �C07
Page 5
WnGTC UTILIZATICN PLAN AGREEMENT
E
Nam of Foras LAMB FARMS
04nerfManageit Agreement
I GOO 'Under$tarlj 'And will follow and implement the speafficativns
and the operation and oaintanance procedures established in the
approved animal waste utiliz.&tion plan.for the fprju homed alcove. I
(We) know that any expansion to the $xisti.ng design capacity.4f.•
the waaty treatment and storage systep or eonstrurtion of new
facilities will require a now certification to be submitted to the"
North Carolina Uivlslon of Water Quality (NCDwG) before the new
animals are stocked. I (we) also understand that there oust be no
disOnarge Of animal waste frow this system to the surface wat&rs
of the state from a storm event lass severe than the 23-yeax-2 24-
hour storm. The approved plan will be filed art -site at thv farm
office and at the office of the IaCal Soil and water COnsprvation
District and wL11 be available for review by NCDWQ upon vkagti@'at_
Name of Facility Owner: JAMES LAMB
(Pleago print)
81BnsturR1 D&ta2
Name of Mana►uarl If.I different .from owner) : ,Y
B3 gnat ure o Date .
Nacre of Dorgan PrRparing plan: G. GIann C3l,fton
(PIeasA rrintt)
Affi l iati a"I proatagc Frkr-msj Ire. Phone; 9t0-591!--_771
AMAV-PAS 1 A O Box 43a
Clintvn NC 29322

4tj
4 PIP
om
all

" , 6 ok
IRRIGATION DESIGN
DAMES LAMB
SCALE: 1 • = 404'
irT � J-!71 [� 1 n—'r.� ZONE 5
V. _
ZONE 4
o f}q ZONE 3
}(3 1 K? ?� ZONE 2
(� i
� y. V 3 TY Y 'r t-va ZONE 1
_ k
DITCH
LEGEND
4" PVC MAIN LINE & LINE
3" 3" PVC LATERAL LINE
z-" 2" PVC LATERAL LINE
X-1 )( DENOTES PIPE SIZE CHANGE
X FULL CIRCLE SPRINKLERS
V PART CIRCLE SPRINKLERS
o PUMP LOCATION
4& THRUST BLOCK LOCATION
• VALVE LOCATION
NOTES:
1) THRUST BLACKING SHALL BE PROVIDED AT ALL BENDS, TEES. DAD
ENDS AND OTHER SPECIAL. FITTINGS WHICH REQUIRE RESTRAINING.
2) MAIII NE PIPE AND i ATEFLAL SHALL BE N^ PVC CLASS 16D AND 3" AND 2'
PVC C9.ASS 160 AND aIAL L BE BURIED TO HANTE AT LEAST 3 FEEL' OF
COVER.
0` D NO,24
Prepared by: M. Floyd Adams, P.E.
Date: June 18, 1997
T