820663_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Quality
Dwight Naylor
D&H Fann
565 Naylor Road
Roseboro, NC 28382
Dear Dwight Naylor:
(I •
Michael F. Easley, Governor
William G. Ross Jr., SccretaJy
North Carolina Department of Environment and Nalllral Resources
Alan W. Klimek, P.E. Director
Division of Wiler Quality
May 13 ,2005
RECEIVED
~;.w 1 7 zaos
OENR-FA'IEffiVilLE REGIONAL OFACE
Subject: Certificate of Coverage No. AWS820663
D&HFarm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on January 22, 1999, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Dwight Naylor, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWGIOOOOO .
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the D & H Farm, located in Sampson County, with an animal capacity of no greater
than an annual average of 2160 Feeder to Finish swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CA WMP). 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 CA WMP, 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 CA WMP 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. Pl ease pay careful attention to the record keeping
and monitoring conditions in this pennit.
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. A copy of the latest Waste
Utilization Plan, field maps with wettable acres, and valid land lease agreements must be available on
the farm for inspection at all times.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 2 7699-1636 Phone [phone] C ustontt Service
Internet: http ://h2o.enr.state.n c.us 2728 Capital Boulevard Raleigh, NC 27604 Fu [phone] 1-877-623-6748
Fax [phone]
An Equal Opportunily/Affrmative Action Employer-50'Yo Recyded/10% Post Consumer Paper
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 issuanc e of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility .
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon , storage pond, or any wetted area of a
s pray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CA WMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215 .6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Jf you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit A WG I 00000)
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
APS Central Files (Permit No. A WS820663)
AFO Files
., ...
.,; . .! . ·;
PRODUCER : Dwight Naylor
LOCATION: Hwy 1._2
Roset:>oro, NC 28382
TELEPHONE: [phone]~57
TYPE OPERATION: .Feeder-finish
NUMBER OF ANIMALS: 2160
(Design Capacity)
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 appli ed 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 year. Do not apply waste on saturated soils, when
it is raining , or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems . To maximize the value of 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 13nd 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.
P ag e 1
/
·-'
,. ' ..
Amount of Waste Produced per Year (gallons ft tons etc.}
2,160 animals X U (tons) waste/animal/year=
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,160 animals X 2..3
Guide Std. 633)
lbs. PAN/animaVyear =
4,104 (tons) waste/year.
4,968 lbs. PAN/year. (PAN from N.C.
Tech
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:
Tract
#
T1447
T1447
T1447
Field
No.
2
2
2
Ra
Ra
Ra
Soil
Type
l
Table 1:
Crop
Corn
Wheat
Soybeans
*see tabl e 2 for crop rotation
ACRES OWNED BY PRODUCER
Lbs. N Acres
Per Acre
117 6.82
120 6.82
132 6.82
Total 6.82
lbs.N
Utilized
797.94
818.4
900.24
2516 .58
1,258.29
Month of
Application
March -June
Sept.-Ap ril
June-Sept.
*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 Caroline to have a nutrient m:magement plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
Tract
#
T1447
T1447
T1447
T1447
T1447
T1447
Field
No.
1
1
1
3
3
3
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if op~rator does not own adequate land [see
Required Specification 2])
Soil
Type
Ra
Ra
Ra
Pn
Pn
Pn
Crop
Corn
Wheat
Soybeans
Com
Wheat
Soybeans
Lbs. N Acres
Per Acre*
117 10.62
120 10.62
132 10 .62
148 7.79
144 7 .79
172 7.79
Total 18.41
Lbs.N Month of
Utilized Application
1242.54 March· June
1274.4 Sept· April
1401.84 June· Sept.
1152.92 March· June
1121.76 Sept· April
1339.88 June· Sept.
7533.34 *two years
3,766.67
*residual for soybeans taken from c orn PAN
Totals from above Tables
Acres
Table 1
Table 2
Total
Amount of N Produce
Surplus or Deficit
d
6.82
18.41
25.23
Lbs.N
Utilized
1,258
3,767
5,025
4,968
(57)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic r<Jtes. The :>Judge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Pag e 3
l j '
]~
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 document~tion in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 p er 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 incorporate d
on conventionally tilled cropland . When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not oc cu r during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance .)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies .
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen .
Page o/
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 inh ibit growth . The potential for salt dama ge
from animal waste should also be considered .
1 0 Waste nutrients shall not be applied in fall or winter for spring pl an ted crops on soils with .a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter '?over 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 f rom 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 t han an irrigation di tch 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 th an those
owned by the landowner.
14 Was te shall be applied in a manner not to reach other property and pub lic right-of-ways.
15 Animal waste shall not be discharged into surface waters , drainageways, or wetlands by
discharge or by over-spraying. Animal waste ma y be applied to pri or converted wetlands
provided they have been approved as a land application site b y a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly in to water
courses , and on other grassed waterways , waste shall be app lied at agronomic rate s in a
manner that causes no runoff or drift from the si te .
16 Dom estic and industrial waste from washd own facilities , shower s , toil ets , sinks , etc ., sh all
not be discharged into the animal waste management system.
Page~-
• •
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments·, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation . Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion ..
19 Waste handling structures, piping pumps , reels , etc ., should be inspected on a regular
basis to prevent breakdowns , leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption . However, if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications animal waste
during the crop season .
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds .
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be . used when these metal 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.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page6
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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: D&H Naylor Farm
Owner I Manager Agreement
I (we) understand and will follow and implement the specifications and the oper ation 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 facil ities will require a new
certificati~n to be submitted to the Division of Environment Management (OEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
an imal waste from this system to surface waters of the sta te from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the fann
office and at the office of the local Soil and Water Conservation D istrict and will be
available for review by OEM upon request.
Name of Facility Owner:
. {Plea se print)
Dwight Naylor
Signature: ~ ~ #-Date:
Name of Manager (l.f different from owner):
Signature : Date: ------------------------------
Name of Technical Specialist: (Please print) .Kraig Westerbeek
Affili at ion : Private
Address (Agency): 1635 W. Wards Bridge Rd.
Warsaw, NC 28398 .##
Page1
Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 25A reel
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate ·Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ftlmin) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Co nments -Acres per pull
F1,H1 2.72 0.48 142 3 18 270 0.895 60 105 220 1.71
F1,H 2 2.26 0.32 200 712 270 0.895 60 105 330 4.28
F1 ,H3 2 .72 0 .48 210 870 . 270 0 .895 60 105 220 4 .63
F2,H 4 2 .72 0.48 183 890 270 0.895 60 105 220 4.00
F2,H5 2.72 0 .46 220 410 270 0.895 60 105 220 2 .82
F3,H6 2 .72 0.48 185 41 5 270 0.895 60 10 5 220 2.02
F3,H7 2 .26 0.32 232 655 270 0 .89!i 60 105 330 4 .11
F3,H8 2.26 0.32 232 100 270 0.89!i 60 105 330 1.66
..
'
Sheet4
. TABLE 4-Irrigation System Specifications·
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler (gpm) 141
Operating Pressure at Pump (psi) 118.5
Design Precipitation Rate (in/hr) 0 .29
Hose Length (feet) 890 xxxxxxxx
Type of Speed Compensation Mechanical xxxxxxxx
Pump Type (PTO, Engine, Electric) Engine
Pump Power Requirement (hp) 17.7
TABLE 5 -Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq. ft.)
90 degree bend 4.94
Dead End 3 :5
Tee 2.45
Gate Valve 3 .5
45 degree bend 2.66
Page~
Name:
Company:
Address:
Phone:
Kraig Westerbeek
Private
SheetS
IRRIGATION SYSTEM DESIGNER
1635 W. Wards Bridge Rd. Warsaw,NC 28398
[phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs :
1. A scale drawing of the proposed irrigation system which includes hydrant locations , pipelines, thrust block locations and buffer areas where applicabte f
2. Assumptions and computations for determining total dynamic head and horsepower requirements . I
3. Computations used to determine all mainline and lateral pipe sizes. · I
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
i
I
i
i
6. Manufacturets specifications for the Irrigation pump, traveler and sprinkler(s). \
7. Manufacture(s specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER 'CO~VEYANCE. i
6. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all rel evant factors at a particu~r s ite and
address them as appropriate . ·
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigati on system and all
perennial streams and surface waters per NC Statutes.
Sheet6
Narrative of Irrigation System Operation
This system design is for an existing system utilizing above ground aluminum piping, and converting to an underground
dry-hydrant system. For this reason, 'wetted' acreage criteria have been used for the purposes of th is design.
Setbacks used include 100' from supply wells, 200' from residences, 25' from ditches and/or streams.
These setbacks are based on the siting dates of the sprayfields used .
·Producer is familiar with the equipment being used for this system. Any questions on winterization, start-up,
etc ... should be referred to the irrigation dealer.
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.895 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 141 gpm
Wetted Diameter: 270 feel
Lane Spacings
Desired Spacing(%):
Design Spacing(feet):
Actual Spacing (feet):
Actual Spacing(%):
App!icatj(m Rate
70%
189 feet
200 feet
74%
Sheet?
CALCULATIONS
220
81
Application Rate = (96. 3xFiowrate )/(3 . 1415x(. 9xradi us )squared)
Design App. Rate =
330 degree arc =
220 degree arc =
180 degree arc ;::
Traveller Speed
0.29 in/hr
0.32 in/hr
0.48 in/hr
0 .5 9 in/hr
Travel speed= 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app. (in .);::
330 degree arc =
220 degree arc=
180 degree arc =
Mainline Yelocjty
0 .5 inches
2 .26 ft/min
2.72 ftlmin
4 .53 ft/min
Velocity= .408 x Flowrate I pipe diameter squared feeUsec.*"
""For buried pipelines, velocity should be be low 5 feet per second
Pipe size: 4 inches
Velocity= 3 .60 fUsee .
Page 1 ~
Maximum Mainline Erlctjon Loss
Most distant hydrant:
Total distance:
1
1200 feet
Sheet?
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.09 feet/1 00 feet
Max. Mainline Loss = 13.1 feet or
Total Pynamjc tJead
Sprinkler Pressure:
Loss through traveller:
Elevation head:
Mainline loss:
Suction head and lift:
5% fitting loss:
60 psi
45 psi
0 psi
5.7 psi
2.2 psi
5 .6 psi
5.7 psi
TOTAL{TDH) = 118.5 psi or
Horsepower Regylred
Horsepower = Flowrate x TDH{feet) /3960 I Pump effeciency
Pu~p Description : Berkeley 83J
Pump Efficiency : 55 %
· orsepower Required: 17.7 Hp
Thrust Blocking
Thrust Block Area = Thru st /.Soil Bea r ing Strength
Thrust:
Soil Bearing Strength:
End Cap:
90 degree elbow:
Tee :
45 degree elbow :
4200 feet
1200 feet
3 .5 ft2
4.9 ft2
2.5 ft2
2.7 ft2
Pipe Pressure Rating Check
Press ure R at ing of Pipe to be Used:
Max. Pressure on system when running :
70% of Pressure Rating :
200 psi
118.5 psi
140 psi
273.7 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 1J3
• .. Sheet?
Net Posjtjye Syctjon Head Check
NPSHA: 20
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Page 41 r{
I I ._
&lJl.1£ Width
1 142
2 200
3 210
4 183
5 220
6 185
7 232
8 232
Sheets
ACREAGE CALCULATIONS
~ Stad End
318 0.42
712 0.56
870 0.44
890 0.26
410 0 .53
415 0.26
655 0.62
100 0 .62
I
StQQ Eod Eull A!OI:~S
0.25 1.71
0.45 4.28
0 4.63
0 4.00
0.22 2 .82
·o 2.02
0 4.11
0 .51 1.66
25.23
/
Page I-,
Ei.ek1.1l Eield A~res
1 10.62
2 6.82
3 7.79
•'.
--· )
--·
Engine Performance Curve
Rating: Gross Power
300 Series Engine
Model: 40390
71 hp@ 2500 rpm
53 kW @ 2500 rpm
JOHN DEERE Application : Industrial -Continuous
. . . . . . . . . . . . . . . . . . . . . .. j ...
TEl -IIF:II I: T!F:TFF Tfi : !:Tl :EfE +IF
. . ...
• • • 0 • • • • • • • 0 • • • • • • • • • • • • ••
]TI :: :;: IE I-_fEE IT[:: +:ry: IIF :lfF Tl=f
200 -
(271) ~ -:: I
180 :E
. . . . . . ' . . . ..
Li·~· ~-~-~-r.7'7Tr"'t-H~ (244) I ·
~
:l
C' ... 160 ~ (217) -3: 80 .:::.:.
(60) -c.. -=
... 60
Q) (45) ;:
0
0.
Q) 40 ~ cu (30) ....
IIl
20
(15) -.J:
~ -0.40 Cl -(242)
~
.J:
I c.
o 0 0 , o o o o o I , 1 o I o 0 o o o I o • 0 0
:Ef:F ::FIE +H ·::!if If:F Il:I: FEE :rr:r: il:F
0.36 ~
(218)
Cii
:l
I.L
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed -rpm
Air Intake Restriction-12 in.Hp (3 kPa) Exhaust Back Pressure --30 in.Hp (7 .5 kPa)
. .
Gross power guaranteed within+ or-5% at SAE J1995 and ISO 3046
conditions: n •F (25 "C) air inlet temperature
29.31' in .Hg (99 kPa) barometer
104 •F (40 •c) fuel inlet temperature
O.S53fuel specific gravity @ 60 •F (15.5 "C)
Conversion factors: Power: kW = hp x 0 .746 .
Fuel : 1 gal= 7 .1 lb, 1 L = 0.65 kg
Torque : Nm = lb-ft x 1.356
Certified by:
All values are from currently available data and are subJect to change' without notice.
Jh
Curve 40390711C
Source Factories:
Dubuque, Saran
Dale : 09-93
Sheet1 of 2
• Revised data~.
-,}
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BERKELEY PUMPS 'CURVE 4117
DATE 3·1 -88
PAGE 2.02 TYPE "8" RATING CURVES
EN~INE DRIVE
SUPERSEDES
Curve 4117 Page 2.02
Deled 4-1·85
......... C.1. il'aft.IM. 11-186}
C. I. '•n. Ho. l.-}001 ........... lila. 1}-1/2" fuu.
VARIOUS
f.D.S.L ,., b.-,...., It ... ....... , ....... .
MUII4UM 'WOIIliNO htsSUftl 247 PSI U.IXl .... 0
600
§500
~
c oHOO
:1:
0
!300 ~ )o
Q
~200
0 ...
100
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C-7048 em•• T-2554
c ... : Jololltlol C.l. roa.No. K-19}9
lmp•Q••: Molonol C. I. ro~~.~M. M-2)19
M•XIMUM WOIIliNC PIIC$SUII[ 266 PSI
..... :. . ." .. :..~ ..... :.!.! ... ,; .. ...... . ... I • .: ··-.
Dol-. 10-27-71
......... H-1939
Wodt. "•· M-462 1
ltlto 3-29-72 MDDEt 83JQBM
T.O.S.Lr.tlr•_,.._.._ .. .......... .,.,_~.
Y.lil!l .... 0
~--1~---~--+-·---~--~~rr.,~~~~~r-~47--~~--+-~~~+i 10~ .. .:
---r--_,----~--~~,-~~~~o •
0 :l}OO ·------·----:· '. ~~: ___ :~ .. ~ ~ .: __ . ~ .:+~~ ~:~~~~~:-~:~:;·_· :~ .... ~·: ·.: ·:·.:. :·.::t.t ·:·.~;::·. :::. :!'
. 2e&: nPM · jl'{ · ~r-"'-~~t7:-· · .:f ~. · ....... .. .. ....... • ....... -·-··~· ·-··+ ... ;.~·t
: 2soc .. RP.H .. ~~-~ D.f.~. ~~~~· -·-· _:._.~. N--((7.: ... ~-· -~· .. : / ::·.:::: :· .::: .. :.:: ·~~);~~.~iff :~:~;!x ~;~g >:
0
!250 z
)o
0
.: "'""" "~" . " .......... -.. . J :---..:...: ' ....... ~ ' . ' ... [){' ....................................... -.:-~ .. ~~-.:. .......... !···
C:4!\Jil.l Kl"'rw'll ••••••• •. • •• • •• '/ ~ --.,.cJ . . . . . . . r. ""'\. .. .. .. . . . .. ·• ......... ·-·~·· ··--·•··!· ···-·=·L· .. :rn:J-R~~ :. ·:! .. , * ]7-~~ ~~.:. t:s . !'-.; :: -;;,1?6 :Jb .: :::. ·. :: .: .:· :·:.:;: .'.::::.1: ::t::: .. ·~:::.:;:
:::·~:~;w: ..... ::·:: .~tj . ; ..... V:.:""o: ~L ~ ~ <.:~ 0 ->-·: :.ti. ~:: .: : .. : ::.:. ::::::~::· .. ::.::If-. ·.::r;,i;j.: .::;:::~: ~200
0 ..
150 • " ........ 17C--... ' • " ~~ --........ /•' 'X '~j_ o .. ::; 0
• • """ " ' .. :-· "·;·," -···~oo· .~.1soo1R P.~.~.' :::·.::::::Y.::/ .. 7' .~:z;:::~-~V ·::: ~ ~ ... ~~1:i.-:~· :·.::·:::·.:: ·:·:::·~ :·:::·::::· ~::·!..~ ... ~:-1"J:~: ::·:1:~:
•
... .. . ~. ...... .. l.:·: . .v.K.:· ........ <9.! ........ : ............... ~ ............. :.: .. : •.• _.::!. ! .. l. ... j.lj"t
100 ... .. .. .... . '/. • Z:::""-..: . . · · '><: · I ~ ..... ·~ ... .. . .: " ......... : .. ;. .. ·; ....... 1·f ... ,.~.l .. · ·7· ::t:
..... ... .. ...... -:: -~-:.:::-::::1-::· .. ;::><:~ ... · .. "'-< · ......... ~.: ...... -.: .... -:·'·-·: .. ·-·:-r•· ....... -..• ~···•· ::.J.<.: .. t"'·u. : --: f±ll l"~ 51~ 1~ ~£ ~~-y;~ I.i:=, .I:~n~~{ I:~~r m£ iU-f ....
o 1 oo 200 · 300 400 sao 6oo 700 eoo 900 1 ooo 1 /?
I.
I
(
!
f95 ~70'
:ss tgs· a9 r
aos 5 15' ¥~ I o5S SJS' I
500 sso· I
~·s f
98.5 :
~~,tJ
JSS'. liO 390' l 20'
J;o· .t.:t, <10' ~ :!, )!~. •":l' ~· '110 425' 555 4.CO' 6JO •ss ·
·lf.'O' us oi :"O' "J •!· <<O' ~~c <SS' CP'!: "'"' J?t . ~1 S ' •75;" ~:lS' S<S •ss· 625 <70' 7 15 '45'
500 ··15 ' , ...
"6S' &6-: ;~~ ~.)..1' -'" •ag ·
525 ,; ... ··ss· 60S ~75' ~~:. 490' 790 5 10' 3 55 .• :l (l' 465 .-.a :, ~-·~ ~65' r..ll) ""~'
..
Tur_bine and Engine Drive Water/Slurry Reels• ·,
Radial Inflow Turbine ·The heart ot the drive
system . This extremely efficient turbine motor
delivers quiet. smooth, cont inuous power.
Engine Drive -A gasoline engine replaces the
turbine motor. Engine drives are usual:y selected
wher. the water contains solids that will plug tne
turbine, also when it is critical to av::>id the 1 o psi
pressure loss ac;oss the turbine or ll there is a
high speed requirement.
Standard Features
• AuJomatlc Shutdown for the
turbine or engine.
• Heavy Duty Chassis a:1d frame . ·
• Retraction Speed Indicator.
• Pressure Gauge.
•Infinitely A~Justable Speed Ranges.
• Speed Compensator.
• Miswrap Safety Stop.
• PTO Rewind. Drive shaft op1ional.
• Gun Cart with adjustable wheel width .
• Tube Guide to insure proper packing of tube.
·.Ball Bearing Turnt~ble.
• Nelson ·siow Reverse Gun. Alternative guns
available but performance may vary.
• Gun cart Lift.
Performance Guide
Syllam I •svstem
Model l'loW~It I n•
(G.P.r.t) : (ltkl-.\._:
21A so I n
70 i 92
wilh 60 99
Nelson 90 106
SR100R 100 113 Sprinkler 110 122
23A 80 67
with 90 92
NelSon 100 95
SR100R ; 120 115
Sprinkler ~ 140 127 '
25A 80 87
wilh 100 94
Nelson 120 106
SR100A 140 126
Sprinkler 160 140
27A 110 89
120 92
Witn 140 110 1119ison 16(] 118 SR100A 180 127 Sprinider 200 138
30AS 140 85
with 160 100
N&lsxl 200 109
SR1SOA 250 122
Sp:l01'<1er 300 140
S~~tinkltr "W idth Lengtn Ams
Prnsutt lrtlgated ln lt~lod wit" II
. -(P.S.L) (FL) (n) SDW1S
5() 150 735 15 '
6() 155 738 18
60 160 740 . 20
60 165 743 23
60 170 745 25
60 175 748 28
60 155 sn 20
60 165 682 23 .
60 170 688 26
70 180 690 31
70 190 695 36
60 160 955 2.0
60 170 960 26 I 60 180 970 31
70 190 975 36
70 200 981 41
60 170 900 28
50 180 910 30
70 190 915 36
70 200 917 41
70 205 920 I 46
70 210 925 i 51
60 195 I 758 I 36
70 203 I 762 41 I 70 217 I 769 50
70 231 776 63
70 245 ! 783 76
• Stabilizer 1::-egs -Heavy Duty. (Crank down on
the 25A, 27 A & 30AS. Telescope st';ie on tht::
21 A & 23A.)
. 7W.~ or ll'leUe::l ~·~~~ ·S~-slm. ri'J ~ f..I'P.S.<;;.~te ca;1 !>'! teduceo b)· 10 PSI wh.,tl an er.gm& >1nre IS 1-S!<l •
• Supply Hose 3 ln. x 30 ft. wilh 4 in. male ring
lock coupler on Inlet end.
Polyethylen~ Tube • Only PE tube designed
and constructed fer the constant coiling and
dragging is considered for use on Ag -Rain
Water-Reel~. The tubing is backed by a 5 year
pro -rated w~rra r;ty.
P.E. Tube Repair • A simple "screw-in" mender
is avail abl e for repairing the PE tube should it
become damaged fo:-any reason .
Specifications
Model
PE Tube J.D. (Ins)
PE Tube Length (tt.)
O;y Weight (lbs)
Weight with water (l bs)
Tire size
Shipping Dim (ft . ·ins.)
Length (w/o Gun Cari)
Width
Height (on wh ee!s )
21A 23A
2 .1 2 .3
660 600
1800 1800
2 800 2800
-155R14 -
9·8 9-8
5 ·10 5-1 0
6-10 6-10
25A 27A 3D AS
2 .5 2.7 3.0
880 820 660
2 800 2800 2 800
4500 4500 4500
-1 751 70 R14 -
1, ·8 11 ·8 11-8
6-S 6-9 6·9
7 -1 1 7-1 1 7-11
701 S. Schrader Ave., P.O. Box 290, Havana, IL 62644
Phone [phone] Fax [phone]·4945 ::,a~~~:C::~~-~~=~~~c .. o.: .. ~ ....... ,. ,_ .. _ ........... (. q _ .· .. ·.·.·: ... -: ·.···.··· .. _ .. ~IN)".,aryt""',......,.Ot~IM .._.GOf~t d S.rv~ _...,,. .. ,-......... ' -~·:· •. ·• ·_: .. :. •. • . -~·l ·. ·.••.'' ··· .. ;.·
·-·?.·~·d CU:~T C .CC~-nTC UOT'lP~t .J.J>,.. =>Y••
.. ... _,·.·:
I
1
, I
!
H
e
.)
FRICTION LOSS IN POLYETHYLENE HOSE
P.S.I. FRICTlOX LOSS PER 100 FEET POLYETHELlHE IRRIGATIOK HOSE (VATER!
63 so
D.D. lUi
I.D. JMS.
GAL/ JO
KIM. 20
30
-\0
50
60
70
so
90
100
110
120
130
HO
150
160
.170
. 180
190
200
210
120
230
2~0
250
260
270
280·
290
. 300 .
310 :
320
330
340
350
3b0
J70
380
390
135
~.5
0.9
1.0
1.0
1.1
1.2
1.2
. 1.3
1.4
1.5
u
1.7
t. 7
1.6
1.9
2.0
125
.(.1
120
~.0
0.9
1.0
o. 9 1.1
o·.9 1.2
J.li 1. 3
1.1 !.~
1.2 1. 5
1.3 !.6
1.~ 1.7
1.5 !. 9
1.6 2. 0
I. 7 2.1
·l.B 2.2
1.9 2 .~
2.0 2.5
2. 2 2. 7
2.3 1.8
1.4 3.0·
2.5 :u
2.7 3. 3
2.8 3. 5
2. 9 3.7
4-00 2.1 3.1 3.B
420 2.3 3 .~ ~.2
HO 2.5 3.7 ~.b
~0 z. 7 4.0 5.0
480 3.0 4.3 5.4
soo
1
3.2 4.6 s.B
110
3.7
0.7
0.8
0.9
1.0
1.2
1.3
!.4
l.b
1.7
1.9
2.1
2.2
2.~
2.b
2.8
3.0
3.Z
3.4
3.6
3.8
4.0
4.2
4.5
4.7
4.9
5.2
5.5
5.7
b.J
6.8
7.4
8.0
90
j
~--
1.1
1.3
1.6
1.8
2.1
2.4
2.7
3.0
3.4
3.7
4.1
4.5
4.9
5.3
5.7
b.l
6.6
7.1
7.6
8.1
8.6
9.2
9.7.
62
2.7
1.0
1.3
1.6
1. 9
2.3
2.7
3.1
3.6
~ .1
4.6
5.2
5.7
6.3
7.0
7.6
8.3
9.0
9.8
-- --
----
----
----
----
----
75
2.5
1.2
1.6
2.0
2.5
3.0
3.6 ~.21 ."\
u
.5.6
u
7.2
8.1
u
9.9
2.1 1.60
'··
1.4
2.1
2.9
3.9
4.9
6.1
7.5
1.1
2.3
.(,0
6.0
a.~
11.2
H.4
8. ~r: 1 --
10.5 1 " ------------
--- -
-.... --
----
----
--.
--·
40
1.30
0.9
3.1
6.6
11.2
16.9
1
•.
~. .
be fabricated in almost any confi9uration. Some epoxy coated fittings
include s~acks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC pla·stic pipe to 'steel
or CA pipe. This connection can be made with a coupling ·called a ..
transition or repair coupling. In-1ine valves can be supp l ied 1·tith
connections ~o 9asket pipe.
Thrust blocking is required for gasket pipe. t1ost thrust blocks
will be concrete . f~anufacturers recorrmended thrust blocks at any
change in direction greater than 10°. Figure 1·gives an example of
different arrangements for thrust block~. I .
Fi gure 1 . Ex amp1e of differe nt a rran geme nt s f or th r u s t b l oCks .
' ) ..
. ·:·
. I .
I
( )Fi_gure 2. Anchorage b"locks for in-line valves .
1 Table 1 is the forces encounte-red at end plugs. to calcuiate
\
.~
forces encountered at bends, tees and 1<1yes, multiply the figure in
Table 1 by the factors given in Table 2. . --
Table 1. Thrust W at End Plugs
Thrust in l bs. fo.r test pressure in psi
Pipe bi.ameter 100 PSI J _lSO PSI ~ 2oa ··Psi 250 PSI
\inches) t-----· ·--.
1~ 295 440 590 740
2 455 680 910 1140
21~ 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
-6 3740 5600 7460 9350
8 6~·go-. 9740 13 ,oao 16,200 .
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 -26,600 39,800 ·53, 100 66,400
.. ;-\: ... ·1
··:·
-·
'.
h .
\ ~
l
. I
' '
0
Gallons
Per Min.
150
160
170
180
190
200
220
240
260
280
300
320
340
360
380
400
420
440
460
480
500
550
600
650
700
750
600
650
900
950
1000
1050
11 00
1150
1200
1250
1300
1350
14 00
1450
1500
1600
1700
1800
1900
2000
4 -l.nch
FRICTION LOSS CHARTS
FOR DIAMOND PIPE _.
IPS DI MENSION
5-lnch 6-lnch 8-lnch 10-lnch
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
1 .11
1.26
1.41
1.57
1.73
1.90
2.28 .8 1
2.67 .95
3 .10 1.10
3.56 1.26
4 .04 1.43
4.56 i.62
5.10 1.82
-5.67 2.02
6.26 2.22
s:go 2.45
. 2.p9
2.92
3.18
3.44.
3.70
Table based on Hazen-Williams
equation..:...Cw = 150
1 i To find friction head loss in
PVC pipe h aving a standard
dimension ratio other than 21,
the values in the table should
be mulliplied by the
appropriate conversion f ac tor
(F) shown below:
SOR PR F
21 200 PSI 1.00
26 160 PSI .9 1
3 2.5 125 PSI .84
41 100 PSI .785
51 80 PS I .75
64 63 PSI .71
.34 .09
.40 .10
.46 .12
.54 .14
.61 .17
.69 .19
.77 .21
.86 .24
.95 .26
1.04 .28 .-10
1.14 .31 .. 10
1.25 .34 . 11
.T.BS .. 37 .12
1.46 .41 .14
1.58 .43 .15
1.89 .52 . 18
2 .22 .61 .2 1
2.58 .71 .24
2 .96 .81 .28
3.36 .93 .32
3.78 1.04 .36
4 .24 1.17 .40
4 .71 1.30 .44
5 .2 1 1.44 .49
5 .7 3 1.58 .54
1.73 .59
1.88 .65
2.05 .70
2 .21 .76
2 .39 .82
2 .57 .88
2.76 .95
2 .9 5 1.0 l
3 .16 1.08
3.35 1.15
1.30
1.45
1.62
1.79
1.97
Loss below bold line indicates velocitie s in excess bl 5 l eet per second .
Ve l<?ci li es which exceed 5 l ee l per second are nol recom mend ed. ::::Z.. '3
12-lnch
! ...
.060
.083
.096
.110
.. 125
.141
. 158
.175
.194
.213
.233
.254
.276
.298
.322
.346
.37 1
.397
.423
.451
.508
.568
.632
.698
.767 J
.840
Di a mond ASTM 0-2241
IPS Prassure·Rated PVC Pip.e
~pproxlmate Coupler Dimensi on s
).:
A
I
I
I
I
I
I
I
I
I
J 1-------C -----
• .
1
I
I
I
I
A
0.0. c
S i ze G 9-ske t R~ce Socket Depth
fj . 2 3.166 4 .500 . 2Vz 3.719 6 .000
Q;
3 4.434 6 . .000
4 5.603 5.000
6 8.252 6 .250
8 1 0.4 20 6.500
10 1 2.762 7.500
12 14.952 7.500
.0-2241 Pi p e Di mensio n s
Minimum Wall Th ic kness
0 -17 85 SOR-I J .~ SOR·21 SOA-26 SOR·32.5 SOR·••
S•lt C.D S c;n.~O J I!> PS I l OO PS• 16QPSI 12~ PSI 100 PSr
'IJ .• .840 .109 .062
.,t .. 1.050 .\13 .060
1.:J1S .1 33 .063
1'/ •.. 1.660 .14 0 .07 9 .06 4 056
1 "·'' 1.900 145 . 090 .073 058
2 .. 2.375 .15 4 113 091 07 )
2 'h .. 2.87 5 .203 137 .11 0 088
3 .. 3.500 .216 167 135 106
4 .. 4.500 .237 .2 14 17) 136 .110
5 .. 5.56:3 .258 2 65 214 I 71 .136
6 .. 6.625 .280 316 255 204 .162
8 .. 8.625 .322 ·" 10 332 265 .210
\0 .. 10.750 .365 511 •13 331 .262
) .. 12.750 .<~06 606 490 392 .31 1
./
• tmo n d "s I PS P ressure-Rated PVC Pipe coupler
w.~ets the r e qui re ments o l ASTM 0 3139 .
"l nQulto lor availa b olily
.. Diamond
Gas ke t Specifica t ions
==-----~~--~ ~------~~----::-
= =
1. Gasket configuratio n l ocks g asket in p lace and
p revents f ishniouthi ng ..
2. Chevron sea l for added pressure sea t i ng c a·
p ac it y.
3. Compression seal -provides a sea l under
vacu u m.
4 . Wipe r bead s to c lean spigot en d.
Diamo n d A S T M 02 24 1
IPS Pr ess ure -Rate d PVC Pip e
Rieber Gasketed J oi nt Dime nsi on s -
[ 0 ..... 0 .0 -t
I
L O.D.
---
B 0
Pipe
Siz.:
A
Jns<:rl Sod;o.:l Oi:smr:l<:r
<!W 3 118 3
4 5 ''"
-l 7/16
...,.
5 1/'2 5· I f.' )"
4 "
6 "
g·
4 1/2
5 6 7 13116
5 l/2 6 718 !0 !18
5 ]/4 7 1/'2 12 1/'2
10"
I:!" 6 g 114
Shor t Form
Specificat i on f o r Dia m ond
14
PVC I rrigation P i pe
A STM -02241 -S 0 H41 ,3 2 .5,26 ,or2 l
Di~mond PVC Irrigat ion Pipe s h:~ll be made of
compounds c onfor mi ng w ASTM DJ71i.1 wi th ll
cell classi f ication of 1245 413 . Diamond PVC
Irriga tion Pipe m ust mcc l :11! the dimensional,
che min!, and physica l ecq ui rcmc n ts ~s out l i nc:cJ
in ASTM 0224 1. -A1wc~. ANSJIAS AE SJ76.J.
and SCS 4)0-0 D. :111d wi ll be supp lie d i u 20 foot
!:eyi ng le ng ths .
111 16
___ _)
1
)
-'10-
·. ·:y· ·--\ . . ' ,:
: ' . ,· .
/
_,,/ ...
: I
FRICTION 1oSS .lN ALUMINUM & PVC PIPE
. P.S.I. FRICliOM LOSS PER 100 FEET
.. ..· .. ·-... AUJ!fl!Mt JRRI~T}Dll PIP£ "Vi CDUPL£RS
JMS •
..
GAL/
!UK.
. . . -·-~ ·~-... ·~· ... ·:·· ... -
l .D .
10
20·
30
·.w
50
&0
70
8C
9Q
100
110
110
1:50
1-W
150
. 1~
·110
180
190
200
210
220
230
2~
250
260
270 ·
2M
290 -
300
310
320
lJO
w
350
3M
: rJO
380
390
400
420
~
~bO
~BO
500
ll
--0.1 --· .. ---o.s . 0.1
1.1 0.2 ---1. 9 0.3 0_.1 -"1.9 0.4 0.1 ---,
4.1 O.b 0.1
~.4 o.s 0.1 0.1
t.o o.2 o·.t ~
1.2 . O.l 0.1
1.5 0.4 .. 0.1
-
----.----
1.1 o.4 . o.t o:1. -
2.0 0.5 0.2 0.1 -
1.4 O.b 0.2 0.1 -
2.7 0.7 0.2 0!1
3.1 : o.s 0.3 0.1
3.5 o. 9 0.3 0.1 ·--
3.9 1.0 0.3 0.1
~.3 -1.1 0.4 0.1
4;8 1,1 0.4 . 0.1
5.3 1.3 0.4 0!2
1.4 0 ~5 0.2
t.s o.s ·o.2 0.1
1.1 o.b o:1 o.1
t,.a o.o o.3 o.I
t.o o.1 o;J o.1
2.1 0.7 0.3 0.1
).3 o.s -_ -o.3 o.1
-.. ~ 2.4 0.8 0.3 0.1
-- -Z~b . O. 9 0.4 0.1
--~ 2:r o.9 o.4 o.t
1.9 1.0 0.4 0.1
3.1 . 1.0 0~4 0.1
3.3 1.1 o.s 0.1
3.~ -1.2 0.5 0.1
l.p 1.2 0.5 0.1
3.8 1.3 0.5 0.1
4.0 · · lA O.b O.l
4.2 1.~ 0.6 0.1
.(,5 1.5 0.6 0.2
4.7 1.6 · O.b 0.2
5.1 1.7 · o. 7 0.2
1. 9 0.8 0.2
2.0 0.8 0.2
2.2 0.9 0.2
2.~ 1.0 0.2
I .ItS. I. D •.
GALl' 10
ttiM. 20
30
-«!
50
bO
70
B~
90
100
110
~~
l:W
1-«l ... 150
lbO
170
!80 -
190
200
210
210
no
2-W
250
2~
170
280
m
300
310
3.20
JJO
:HO
350
lbO
JlO
380
390
-WO
uo
4-<0
~0
1,80
500•
P .S. I. FRlCTlOK LOSS PER 100 FEET
PYC JRRIGATIOM PIPE
2 3 4 s -6 B
·0.1 · ----------
oA 0.1 -. ----~-
o.s 0.1 --------
1A 0.2 --------
2.1 0.3 o.1 ------
2.9 o.~ 0.1 ------
3.9 o.s 0.1 ------
. s.o 0.1 0.2 0.1 ----
--0.9 o.2 o.J ---;
--1. 0 o •. 3 0.1 ----
--1.1 0.3· 0.1 ----
--1.5 0.4 0.1 ----
--1.7 0.~ 0.1 0.1 --
--1. 9 o.s 0.2 0.1 --
--2.2 o.s 0,2 0.1 -·-
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State of Norlh Carolina
Department of Environment and Natural Resources RECeiVED rL'~A
Division of Water Quality WATEROUflli'TYSECTlr~tt....v
Non-Discharge Permit Application Form 9 ·.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORiGINAL) fJAN 2 2 199 . ·
General Permit-Existing Liquid Animal Waste Operations ..
· · :. No~Discharge Perm1tting
The following questions have been completed utilizing information on file .with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best a~ possible. Do not leave
any question unanswered.
·1. GENERAL INFORMATION:
,. 1.1 Facility Name: ..=D:;&=H:..:....:.F-=ann:..:..:.:... ______________________________ _
2.
1.2 Print Land Owner's name : -=D:...:'.:..:vi:..o:tg.:.:;ht:...:Nc...:.;a::.;y:...::.lo::..:r:...-________________________ _
1.3 Mailing address: -=5-=6-=-5-=-N-=a,_yl:..:.o:...:r :...:R..:..d·'------------------------------
City, State: Roseboro NC . -·-----·---Zip: ~3~2
Telephone Number (include area code): -=9-=l..::.0...:-5....::6....::4...:-2:;.:2:..:.5..:..7 _____________________ _
1.4 ·county where facility is located: -=S:.::am=p..::.so::..:n::....._ ________________________ _
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identifiedr: On the east side of HWY 242 approx .. 6 miles north
of intersection with SR 1338 , north of Piney Green.
1.6 Print Farm Manager's name (if different from Land Owner):--------------------
1.7 Lessee's /Integrator's name (if applicable; please circle which type is listed): -=.D..;;..o.._e:w __ o..:..o:...:d;...;F;...;arm=;.;.s ________ _
1.8 Date Facility Originally Began Operation: Ol/01/94
1.9 Date(s) ofFacility Expansion{s) (if applicable):
I I
OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 663 . (facility number).
2.2 Operation Description: Swine operation
· TeeTer to Finish
2160-Certified Design Capacity
Is the above information correct? ~yes ; II no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the max1mum numbertor which the waste management structures were desi gned .
. Typ~ of Swine No. of Animal:; Type of Poultry No. of Animals Type oi Cattle No. of Arihnals
0 Wean to Feeder o Layer 0 Dairy
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder{# sow)
o Farrow to Finish {# sow)
o Non-Layer
0 Turkey
0 Beef
Other Type of Livestock on the farm: _____________ No. of Animals:---------
FORM: A WO-G-E 5/28/98 Page 1 of4 82-663
--· /
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 22.2 ; Required Acreage (as listed in the A WMP): 22.2
2.4 Number o~torage ponds (circle which is applicable): Z...
2.5 Are subsurface drains present within I 00' of any of the application fields?
2.6 Are subsurface drains present in the vicinity or under the Iagoon(s)?
YES or<JiQ} (please circle one)
YES o~ (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) {Swine Only)
@or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? ----'8.¥/~~:.!c.J'4-P...;&f,!.l~~--------­
What was the date that this facility's land application areas were sited? -----=-'+f.!::U:....~14i_iLij....L--------:----
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each ·
item.
3.1 One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations; ·
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied ;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CA WMP). If the facility
does not have a CA WMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
TheCA WMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) mu st include the amount ofPiant Available
Nitrogen (PAN) produced and ut ilized by the facility.
3.3.2 The method by which waste is applied to the di s posal fields (e.g. irrigation,
injection, etc.)
3.3 .3 A map of every field used for land application.
3.3 .4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field .
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3 .11 Emergency Action Plan.
3.3 .12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3. 14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CA WMP includes any components not shown on this list, please include the
additional components wjth your submittal.
Applicants Initials
O.W
. FORM: A WO-G-E 5/28/98 Page 2 of 4 82 -663
R E. c '2. ~ ~c~-no~
'Nf!.\t.R Q\J~
Facility Number: 82-663
Facility Name: D&H Farm lJ~\\ 'l '2. \~qq
CERT ~etm\\.\ing 4. APPLICANT'S IFICATION: on-\l\~na,tge
I, /Jw 'J J, 1-l, A/~t11l?r (Land Owner's name li~ed in question 1.2), attest that
this application for /J t /1 ,.{/p~/ F(l/'"'5 (Facility name listed in question 1.1)
has been reviewed by me and is accurareand 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 re~e as iiico?! / I
. Signature ..0 ~ -i. ~ Date _.:..../..!.../.:.. j/..s.iu_t.._..!.Y...JY~-----
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,------------------------(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knm¥1edge. l•.mderstand that if all re11uired parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature -----------------------Date __________ _:__ __
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMJTTING UNIT
FORM: A WO-G-E 5/28/98
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
Page 3 of4 82-663
DIVISION OF WATER QUALITY REGIONAL OmCES (1.198)
Ash.'!Ville Regional WQ Supervisor
S9 w oodfin Place
Asbeville, NC 28801
(704) 2Sl-6208
Fax (704) 2Sl-64S2
Avery
Bmu:ombe
Burke
CaldweD
Cbcrobe
Cay
Gnlham
Haywood
Heodersoo
Jackson
Macon
Madison
McDowdl
Mitchell
Polk
Rutberl'ord
Swain
Transylvania
Yancey
Fayeueville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayeaeville, NC 28301
[phone]
Fax(910)~707
Moore
Richmond
Robeson
Sampson
Scollaod
W"mston-Salem Regional WQ Supenisar
58S W augbtown Street
Wmc:t~S!lem. NC 2'n07
[phone]
Fax (910) 771~1
.Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsydl
Guilford
Rockingham
Randolph
Stokes
Suny
Watauga
Wilkes
Yadkiu
FORM: A WO-G-E 5128198
Washington Regional WQ Supcnisor
943 Washington 5qwR Mall
WasbingtoD. NC 27889
[phone]
Fax [phone]
Beaufort
Benie
Camdeu
Chowan
Cmveu
CarritDc:k
Dare
Gales
Greeue
Hertford
Hyde
Joaes
Lcuoir
Martin
Pamlli:o
Pasquotank
PcrquimaDs
Pitt
1)Tdl
Washiogtao
Wayue
Mooresville Regional WQ Supervisor
-919 Nonb Main Street
Mooresville. NC 28115
[phone]
Fax [phone]
Alexancftr
Cabanus
Catawba
OevelaDd
Gasum
Iredell
Lincoln
Mcc:klcnburg
Rowan
·Sbmly
Union
Page4of4
R.aleigb RcgioDal WQ Sapcnisor
3800 Bmea Dr.
Raleigh. NC 27611
[phone]
Fax [phone]
Qatham Nash
Durham Nor!bampton
Edgecombe Onmge
Frant1in Pr:non
Granville VaDCe
Halifax Wake
.ioimsum W~~Da~
Lee W'llsoa
Wilmingtoo Regi011. WQ Supervisor
127 Cardinal Drive Eucmion
Wilmington. NC 2840S-3845
[phone]
Fax [phone]
Brunswick New llaDowz
Cartc:zoet Oaslow
Columbus Pr.:odel'
Duplin
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PRODUCER: Dwight Naylor
LOCATION: 242
Roseboro
TELEPHONE: [phone]
. .
WASTE UTILIZATION PLAN
August 23, 1996
NC 28382 "
TYPE OPERATION : Feeder to Finish Swine
NUMBER OF ANIMALS = 2160 hogs design capacity
PAGE 1
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 was-te
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 canbe 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 infilitration
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 pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
.may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor oroblems. To maximize the value of the nutrients
for crop production and to reduce ·the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conse~e nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the maP~er in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan . Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrienc content for this type of facility. Acreage require-
ments should be bas e d on the waste analysis reporc from your waste
management facility. Attached you will find information on proper
sampling techniques, preparacion, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with lSA NCAC 2H .0217 adopted by the Environmental
Management Commission.
,. .
I • WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2160 hogs x 1.9 tons waste/hogs/year = 4104 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2160 hogs x 2.3 lbs PAN/hogs/year = 4968 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.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS-CROP YIELD LBS C0MM N ** DETERMINING PHASE CODE AW N PER ACRES
PER AC AC
* LBS AW .
USED --------
APPLIC.
TIME
1447 9 Ra FC 3 .8 190 10 1900
1447
lEND
SEP-MAY
1380 SEP-MAY
TOTALj2280
====::;:==
Indicates that this field is being overseeded (i.e . interplanted)
or winter a~~uals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting theN requirments . Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to ·
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
TRACT
1.447
FIELD
8
WASTE UTILIZATION PLAN
TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** DETERMINING PHASE CODE AWN PER ACRES
PER AC AC
Ra c 110 137.5 4.4
PAGE 3
* LBS
AW
USED
--------
APPLIC.
TIME
605
MAR-JUN
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE CROP UNITS PER UN~'T' .!.-
c CORN BUSHELS 1.25
FC TALL FESCUE-CONTROLLED GRAZED TONS so
w Wh"EAT BUSHELS 2 .4
,• • I .. '
TABLE 1
TABLE 2
TOTAL
AMOUNT 0
*
' .
WASTE UTILIZATION PLAN
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
12 2280
10.2 2860 .55
22.2 5140.~5
F N PRODUCED 4968
** BALANCE -172.:5;
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
PAGE 4
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations . Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements . Your production
facility will produce approximately 799.2 pounds of plant .
available nitrogen (P&~) per year in the sludge that wi ll need to be
removed on a periodi·c bas i s. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge .
See attached map showing the fields to be used f o r t h e utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that run off or pending occurs .
This rate is limi t ed b y initial soil moisture content, soil st~ctu~e,
soil texture, water droole t size , and oroanic sol i ds . The aool~cat~on
amount should not exceed the available water ho ldin g capacity-of the
soil at the time of irrigation nor should the plan t available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storag~
and the temporary storage must be removed on the average o~ once e~ery
6 months. In no i nstan ce should the volume of waste being stored ~n
your structure be within 1 .7 feet of the top of t h e dike.
····' . . WASTS UTILIZATION P~~T PAGE 5
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
·that an irrigation system is installed to properly irrigate the acres
shown in Tables ~ and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid .
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
None.
·-· .... . ~" ~ / ·--)
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'
•• r
. ·' ~ WASTE UTILIZATION PLAN
Plans and Specifications
PAGE 6
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application .. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subjec~
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3 . Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS} . If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to 11 Buffers" required by DEM.
(See FOTG Standard 393-Filter Strips and Standard,390
Interim Riparian Forest Buffers} .
5 . Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
6. When animal waste is to be applied on acres subject to
floodina, it will be soil incorporated on conventionally
tilled cropland . When applied to conse~ation tilled crops
or grassland, the waste may be broadcast provided the
application does not occur during a season prone to
flooding.· (See "t'ieather and Climate in North Carolina" in
the NRCS TecP~ical Reference -Environment file for guidance.
7. Licruid waste shall be aoolied 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 pending should occur
in order to c ont rol conditions c onducive to odor or flies
and to provide uniformity of application.
8 . Animal waste shall not be aoolied 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 maP~er t h at no more than 20 to 25 percent of the leaf
area is covered.
.. ,, . . WASTE UTILIZATION PLAN
·1o. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching . Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on bare soil.
ll . Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 -Filter 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 not to reach other
property and public right-of ways .
15 . Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by discharge or by over-spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
· applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdo wn facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system .
17 . Lagoons and other uncovered waste c o ntainment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandacory freeboard .
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (laaoon embankments,
berms, pipe runs, etc.). If needed , special v egetation
shall be orovided for these areas and shall be fenced, as necessary~ to protect the vegetatio n. Vegetation sue~ as
trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate . Lagoon areas should be
kept mowed and accessible. Lagoon berms a n d structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19 . If animal production at the facility is to be s u spended or
terminated, the owner is responsible for obtain ing and imple-
menting a ~closure plan" which will elimin a t e the possibility
of an ill egal discharge, pollution and erosion .
20. Waste handling structures, piping, pumps , reels , etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site.
PAGE 7
. 't .-WASTE UTILIZATION PLAN PAGE 8
NAME OF FARM: D & H Naylor Farm
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new
facilities will require a new utilization plan and a new certification
to be _ submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year l-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at ~he appropriate times and at rates that no runoff occurs .
Dwight Naylor q(tk~ DATE' ~~~q~y~ I ~~~~~~~--
NAME OF FACILITY OWNER:
SIGNATURE, [)\#
NAME OF MANAGER (if different from owner) :
p~l-e_a_s_e-~~r-1-n~c--/--------------------
SIGNATURE: A~ DATE: '3' /2g/5'6
NAME OF TECHNICAL SPECIALIST: Da!'"....r::y Ea·.vards
AFFILIATION: £SliD Cart Brooks Utt!a
P.DoQWOOd Farms Inc. ~8ox49
ADDRESS (AGENcY) : 8~ C""'L..::ty ::~mp, --< Rd Clinton, NC 23329
..Ql.:....zc ..... u NC 2 8-3--:CS (910) 592·2~04
Cu -7( '-@-Q 8/: /a£,· SIGNATURE: .. c /, ('/...A .... ~~ DATE: / 5G_,· 7V
~3 -~'
7· fJ~ . ~ -~
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El\IERGENCY ACTION PLAN
PHO~c ~1.!~1BERS
D\VQ ( 919) 733-5083
E~lERGE?\CY M.~"iAGEYIE~"T SYSTE~I [phone]
SWCD (91 O) 592-7963
~"RCS ( 910) 592-7963
rnis plan will be imple:ne::ued in the eve:-~t that wastes from your operation are le~\dng .
overr1owin!::, or running off site. You should not wait until wastes reach surfac: waters or
lea ve your prope:ty to consider that you have a problem. You should make :very effcrno
ensure that this does not h~ppe:-1 . This plan should be posted in an accessible loc:J.ticn for
all employees at the facility. Tne following are some action items you should ca.~:.
1. Step 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 ove:-flow-possible solutions are:
a. Add soil ro berm to incre:lSe elevation of d:un.
b. Pump wasres to fields at an acceptable rate.
c. Stop all flo\VS to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surfac: water is entering lagoon.
B : Runoff from waste application field·actions include:
a. Irrunediarely stop waste application.
b. Cre:1te a te:noor:u-y diversion to contain was~e .
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that C:lUSed the runoff.
e. Evaluate the appl ic::uion rates for rhe fields whe:-.! runoff oc:urred .
C: Lea.~~ge from the \V~te pipes and sprinkJe:-s-ac~ion include:
a. Srop recyc!e pump.
b. Scop ir.ig;uion pump.
c. Close vJlves to eliminate fut1he:-dis.:h:1rge .
d. Rc:pair Jll le:1ks Friar to rest:lrt ing pumps .
D: L.:::1k.J.!!'! frcm flus!-1 s-;s te:ns . hou ses . scl id se:;:lr::!tors-J...::ion inc!ud::: -. .
::1. Srop re:=yck ~ump .
t>. Stop i rri~:J.ticn pump .
.::. ~I:Jke su:--~ no :'ichon o..::::.Jrs .
J. Stop :.dl !10\\".~ in th~ ~10US<!. nu~h s ~·~te:n~. cr ~oii..i ~e;;:.!r:ltors.
-.
e . RepJir Jil)eJ.I..:s prior to restarting pumps .
E: Le:lka2e from basi! or sidewall of la£oon. Ofie~ this is seepage as opposed i.O
flowing leJk5· possible action: -
a. Dig a small sump or ditch a\vay from the e:nbank.rnenc co cJtch ail se:pag:.
put in a submersible pump , and pump back to lagoon.
b. If holes are c:1used bv burrowin£ animals. trao or remove anim<1ls and fij)
holes and compact \lt~ich a clay tYpe soil. ·
c. Have a professional evaluate the condition of the side walls and lagoon
bonom as soon as possible .
2. Assess the extent of the spiil and note any obvious damages .
a. Did the waste re:1ch any surface waters?
b. Approximately how much was re!e:lSed and for what duntion?
c. Any damage noted . such as employ~ injury. fish kills, or prope:1y damJ.ge?
d. I;:>id the spill leave the property?
e. Does the spill have the potential co reach surface waters?
f.. Could a future rain event c.:lUse the spill to reach surfac: waters?
g. Are potable water we!ls in danger (either on or off of the property)?
h. Ho\\· much re:1ched surface waters?
3 : Contact appropriate agencies .
a. During normal business hours. call your DWQ (Division of Water Quality)
re£ional office: Phone . After hours. e:ner"encv number: 919-733-3942.
Your phone cail should include : your name. facility~ telephone number, the details
of the incident from item 2 abo ve , the exact lootion of the facilirv, the loC31ion or
direction of movement of the spill. weather and wind conditions.· Tne corre·cti ve
me~ures char have been under taken. and the seriousness of the situation .
b. If spillle:1ves property or enters surface waters, callloc:ll EMS Phone number -
c. Instruct E\fS to contact local Health Department
d. Contact CES, phone number --• local SWCD effie: phone number
and loc31 NRCS office for advicdtechnical assistance phone number -·-
4 : If none of the above works c::tll 911 or the Sheriffs Departme:H and e~pbin your
prob le:n co them and .J.Sk that pe:-son to contac: the proper agencies for you.
5 : Cont::tct the cont:-:c:or of your choice to begin rer:1ir of prob l ~m to minimize off-site
d:1m::tge .
::t . Cont~c!crs ~:lml!: •. tJ../e;~ l "-Cf£ec._ .... · ;-----
b. (0ntr::tc:ursA.ddr;!5S:_l''fC/ .1-f:ov't .ro ·So~tb ?or.fo"'~,~.c . '%."150'1
c . Ccr.tr::tc:urs Phcnl!: 91'1"" 1i<i4-'7J.S4
6: Comact th~ technic:ll spe;:ialis~ who cenified the lagoon (~RCS. Consulting
Enginl."!-:r. etc.)
J. ~ame: __ ~A~r~y~a~~~· ~C~·~jr,~-''--------------------­
b. Phone: __ ~1~~~--s~&~4~-~s~·~~~-------------------------
7: lmple:nent procedures as advised by D\VQ and technic:ll assistance agencies to
re_::tify the d:unage. repair the sys~ern. and re~.sess the \vaste management plan to
ke~!J problems with rele~e of W:lStes from h:1ppe:1ing apin.
,.
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
~ource
F~ead
Animal body surfac:n
Roor surfaces
Manure collection pits
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush allays
P it recharge points
Lift stations
Outside drain collection
or junction boxes
Cause
Swine production
Dirty manunH:overed animals
Wet manure-covered floors
Urine
Parital micorbiat decomposition
Volatile gases;
Dust
Dust
Agitation of recycled lagoon
liquid whiles tanks are filling
Agitation during wastewater
conveyananca
Agitation of recycled lagoon ·
liquid while pits are filling
Agitation during sump tank filling
and drawdown
Agitation during wastewater
conveyance
End of drainpipes at lagoon Agitation during wastewatar
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinlder nozzles High press ura agitation
Wind draft
.v!OC--November 11, 1996
Vegetative or wooded buffers;
H"'Recommended be8t management
~tices:
v( Good judgment end common sense
( l Orv floors
(-f ~ed floors;
(..(W~arers located over slotted floors;
~eders at high end of solid floors:
r~rga,or scrape
( JC1Jndarfloor ventilation
!'1'1~aintananca;
!..i"'Efficj ent air movement
1-fya'shdown between groups of animals
() ~d additives;
Wi=~er covers;
crfeed delivery downspout extenders to
feeder covers
( I Flush tank covers
( I Extend fill Jines to near bottom of
tan~s with anti-siphon vents
(· Underfloor flush with underftoor
ventilation
pits with anti-siphon vents
( I Sump tank covers
./
(.f"Box covers
II? Extend discharge point of pi p es
underneath lagoon li quid level
( Proper lagoon liquid capacity
~teet lagoon startup procedures
£.-!'Minimum surface area-to-volume ratio
<.Yflilinimum agitation when pumping
!..rM"echanical aeration
( ~ven biological additives
lr~aia on dry days with little or no wind
( r j~Mnimum recommend ed operation pressure
(.{Pump intake near lagoon liquid surface
( I Pump from second-stage lagoon
Site Specific Practices
.·
Storage tank or basin
surface
Settling basin surface
Pattilll microbial decomposition
Mixing while filling
Agitation when emptying
Partial micobial decomposition
Mixing while filling
Agitation when emptying
( J Bottom or midieval loading
( I Tank covers
I I Basin surface mats of solids
( ) Proven biological additives or oxidants
( ~end drainpipe outlets underneath liquid
Je'el
.Y( Remove settled solids regularly
()Soil injection of slurry/sludges Manure, slurry or sludgo
spreodar outlets
Agitation when spreading
Volatile gas emissions I ) Wash residual manure from spreader after use
( l Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
or sludge on field surfaces
Deod animals Carcass decomposition
Dead animal disposal Carcass decomposition
pits
Incinerators Incomplete combustion
Standing water around Improper drainage
facilities Microbial decomposition of
organic mattar
1nure tracked onto public Poony maintained access roads
roads from farm access
Additional Information:
Swina Manure Manogement; 0200 Rule/BMP P11cket
( J Soil infection of slurry/sludges
I ) Soil incorporotion within 48 hours
( ) Spread in thin uniform layers for rapid drying
( J Prcvan biological additives or oxidants
/
t?Proper disposition of carcasses
( /}:dmplete covering of carcasses in burial pits
t/Proper location/construction of disposal p1ts
( ) Sacondary stack burnars
Grade and landscape such that water drains
away from facilities
cnarm access road maintenance
S wina Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Fecility Manure Management: Pit Recharg-lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flus-lagoon Treatment; EBAE 129-88
lagoon Desig and Management for livestock Manure Treatment and Storage; EBAE 1 03·83
C8libration of Manure and Wastawater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine &ildings; PIH-33
Environmental Assuranc Program: NPPC Manuel
Options for Managing Odor; a report trom the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings
Available From:
NCSU-county Extension Center
NCSU·BAE
NCSU-BAE
NCSU·BAE
NCSU·BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( l pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me. DJ :/_ _jA /._ (Lanaowne~~
AMOC··November 11, 1996
Source
Rush Gutters
lagoons and Pits
Excessive Vegetative
Growth
Feedars
Feed Storage
Animal Holding Areas
AJC-November 11 , 19 9 6
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Cause
Ac~Jation of solids
Crusted Solids
Decaying vegetation
Feed Spillage
Accumulations of feed residues
Acc umulations of animal wast es
and feed wastage
BMP's to Minimize Odor
(Liquid Systems)
( ) Rush system_ is designed and operated
sufficiendy to remove accumulated
·~from gutters as designed.
( 't1famovo bridging of accumulated solids at
discharge
aintain lagoons, settling basins and
pi ts where post breeding is apparent to
minimize the crusting of solids to a depth
of no mora than 6·8 inches over more than
30% of surface.
Site Specific Practices .
. ( aintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Svstems)
esign, operate and maintain feed systsms (a.g.,
bunksrs and rroughsl to minimize the accumulation
~decaying wastage.
!{"Clean up s pillage on a routine basis (e.g. 7 -10 day
inte.rval during summer; 1 5-30 day interval during winter).
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site a nd/or providing
adequate containment (e.g ., covered bin for
brewer's grain and simil a r high m o ist ure grain
~ucts). ·
t-r'fnspect for end remove o r break up accumulated
solids in filter strips around feed stora ge as needed.
(-Eliminate low area that trap moisture along fences
and other locati ons where waste accumulates and
~disturbance by animals is minimal ..
0 Maintain fence rows and filter strips 11round animal
holding arees to minimize 11ccumulations of wastes
(i .e. inspect for and remove or break up accumulated
solids a s needed).
ry M.nura Handling
Systems
' .
Accumulation. of animal wastes Remove sptlla;ge on a routine basis (e.g. 7·1 0 day
interva:l during summer: 1 5-30 days interval during
wintert where manure is loaded for land application
~-.
( de for adequate drainage around manure stoc:kpUes.
( nspec:t for and remove or break up ~~ecumuletad Wastetl
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (hertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
For more information contact tho Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
MIC-November 11, 1996
;' : -:" ,.Operator. Dwight Naylor
' . "\ ..... _......,. <:..
County: Sampson~~ -·Date: 08128196
Distance to nearest residence (other than owner): 1700.0 feet
1 . AVERAGE UVE WEIGHT (ALW)
o sows (farrow to finish)
0 sows (farrow to feeder)
720 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
X
X
X
X
X
14171bs.
5221bs.
1351bs.
4331bs.
30 lbs.
~be~er : __________________________ __
Total Average Live Weight=
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
= = = = =
Volume = 97200 lbs. ALW x Treatment Volume(CF)IIb. ALW
Treatment Volume(CF)IIb. ALW = 1 CF/Ib. ALW
Volume = 97200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
210.0
135.0
51.0
41.0
1.0
0 lbs
0 lbs
97200 lbs
0 lbs
0 lbs
0
97200 lbs
Inside top length (feetJ--------
Inside top width (feet)~----­
Top of dike elevation (feet>----
Bottom of lagoon elevation (feet)---
Freeboard (feetl-------
Side slopes {inside lagoonr----3.0 :1
Total design volume using prismoidal formula
SS/END1 SSIEN02 SS/S IDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3 .0 204.0 129.0 9.0
AREA OF TOP
LENGTH • WIDTH =
204.0 129.0
AREA OF BOTTOM
LENGTH • WIDTH =
150.0 75.0
AREA OF MIDSECTION
LENGTH • WIDTH • 4
1n.o ·102 .0
26316 (AREA OF TOP)
11250 (AREA OF BOTIOM)
72216 (AREA OF MIDSECTION • 4)
CU . FT. = {AREA TOP+ (4.AREA MIDSECTION) +AREA BOTTOM] • DEPTH/6
26316 .0 72216.0 11250.0 1.5
Total Des igned Volume Available = 164673 CU. FT.
I
,•. : . 5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length • Width =
210.0 135.0 28350.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTALDA 28350.0 square feet
Design temporary storage period to be
SA. Volume of waste produced
Feces & urine production in gaiJday per 135/b. ALW
Descnbe this area.
180 days.
1.37
Volume=
Volume=
97200 lbs. ALW/1351bs. ALW*1.37 gaVday 180 days
177552 gals. or 23736.9 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in SA.
Volume= 0.0 gallons/day • 180 days storagefl.48 gallons
perCF
Volume= o.o cubic feet
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7 .0 in • DA 112 inches per foot
Volume= 16537.5 cubic feet
:. ~ ,' . . ..
•
'50. Volume of 25 year-24 hour storm
Votume= 7.5 inches I 12 inches per foot * OA
Volume= 1n1a.a cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6 . SUMMARY
SA.
58.
SC.
so.
TOTAL
23737 cubic feet
0 cubic feet
16538 cubic feet
1 n19 cubic feet
57993 cubic feet
Temporary sto.rage period============--=>
Rainfall in excess of evaporation===========>
25 year-24 hour rainfall============--===>
F~boa~=================~============--====>
Side slopes=============================>
Inside top length========================>
Inside top width======================>
Top of dike elevation=============>
Bottom of lagoon elevation===============>
Total required volume======================>
Actual design volume============== ---->
Seasonal high watertable elevation (SHWD===>
Stop pumping elev .===========---=-=-=:::·>
Must be> or= to the SHWT elev.=======>
Must be> or= to min. req. treatment el.=>
Required minimum treatment volume=======>·
Volume at stop pumping elevation============>
Start pumping elev .=================--======>
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==>
Volume at start pumping elevation===========>
Required volume to be pumped============--=--=>
Actual volume planned to be pumped==========>
Min. thickness of soil liner wtlen required==>
7 . DESIGNED BY: ~ C.. y APPROVED BY: ~(t
OA TE: ¥' /-z-Vr" DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
180 days
7 .0 inches
7.5 inches
1 .0 feet
3.0 : 1
210.0 feet
135.0 feet
51.0 feet
41.0 feet
155193 cu. ft.
164673 cu. ft.
45.5 feet
47.5 feet
45.5 teet
47.0 feet
97200 cu. ft.
104939 cu. ft .
49.3 feet
146954 cu . ft.
146737 cu. ft.
4027 4 cu. ft .
41798 cu. ft .
1.5 feet
COMMENTS: __________________ _
*
•
•
*
*
•
" ... -•: '
, -DESIGNED BY: $ -e..e ~r.t. ~r;-'"'-S
She.~ DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ,
COMME:NTS: D ..... ~l cx--:l /.--,:...;.l._.. -h, ve-;( Sl-.ft,.:.....k .),~ ~e.s d-'-';; J ,
CM"'-~+,..~fi-~ t-..... f _ _f_rf-,......s.._ .f fl~ .. ,..J,) G-f-'f ~..~/ c:.-:·"e.tor ~ ~
..-~v:s.~ ~ ;·: ;re-c.r tl.ft'-H... ~ / c..o-_..C.r.-cJe.r.~ "'"'" ..r-.-~~ ~+'(
•"" 1-;;~"·--J. .. ~ .J. s.~. I i)7_.J.,.;_ ./-, ._.-+-.:.+---L-7):~ .h-,....,_+-,·~ . .'-s1~+-·~ <'I..S """-d&J ~;7 '--=-rfr-~,',_ ....J (,...,...-.{J.'..._/ ~~ -1._:/r ;·-Y'-.:f:'>t.._
*Note: Engineering approval is for minimum design standards ·
and is based on pre-const-TUction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with EngL,eer on any required modifications, and p==·=-= !i~el
as ~a1~ ee_tificati&n. Technical specialist is responsible
for excavation calculations and nutrient management pla~as ~~­
Tech.~ical specialist to verify wi~~ ow~erjope=ator (~} all
applicable setback dista~ces, and (2) excavation of ~,ow~
tile d:ains in construction area before sitework begins.
,,--.
OPERATION AND MAINTENANc'E PLAN
SHEET1 OF2
This lagoon is designed for waste treatment (permanent storage} and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for.
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairty constant throughout the year and from year to year. but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s}. If the outlet pipe is not installed at the elevation to
begin pumping, a permanent mari<er must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be, started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as·
weather, soil s, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment}
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level reaches the
elevation 49.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.5 . This temporary
storage, Jess 25 yr-24 hr storm, contains 41798 cubic feet or
312649 gallons.
'.1. ··-SHEET20F2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for !tJrther details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be cfiverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 19n prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Heatth, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
Operaior:DWIGHT NAYLOR l
; ·) ~~-~--t Count~N Date: 08/26/93
Distance to nearest re~·idence (other than owner): 1700 feet
1 • STEADY STATE LIVE WEIGHT
0 Sows (farrow lto finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
1440 Head (finishing only) X 135 lbs . = 194400
0 Sows <farrow Ito wean> X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
I
TOTAL STEADY STATE LIVE WEIGHT <S'3LW) = 194400
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. SSLW X Treatment Volume CF /Ib . SSLW
Treatment Volume CF/Ib. SSLW= 1.0 CF/Ib. SSLW
Volume ·= 194400 cubic feet
3. S TORAGE VOLUME ·FOR SLUDGE ACCUMULATION "OWNER REQUESTS NO SLUDGE STORP..<.
SLUDGE WILL BE REMOVED AS NEE DE ~
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 290 feet ; width
Top of dike at elevation 51.00 feet
Freeboard 1.3 feet Side slopes
Total design lagoon I iquid level at elevation
Bottom of lagoon at elevation 41.00
Seasonal high water table elevation 47.00
Total design volume using prismoidal formula:
SS/ENDl
3.0
SS/ENDZ
3.0
AREA OF TOP
LENGTH X WIDTH
SS/SIDEl SS/END2
3.0 3.0
LENGTH
282.2
200 feet
3.0:1<inside>
49.70 feet
feet
feet
WIDTH
192.2
DEPTH
8.70
282 192 54239 <Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
230 140
AREA OF MIDSECTION
LENGTH X WIDTH X 4
256 166
32200 <Area of Bottom>
170153 <Area of Midsection X 4) ·
CU. FT . = (Area top+(4XArea Mi dsection)+Area Bottom] X Depth/6
54239 170153 32200 1
VOL. OF LAGOON,AT TOTAL DESIGN LIQUID LEVEL = 372058 CU. FT.
5. TEMPORARY STORAGE REQ~IRED
Drainage Area:
Lagoon <top of d i!l<e>
Length X Width 1,.
. 290 200 58000 Square feet
Buildings <roof and lot water}
Length X Width j=1
0 0 0 Squa:e Feet
TOTAL DA 58000 Square Feet
===>Design temporary i storage to be
I
A. Volume of waste produced
180 days.
Approximate daily production of manure i n CF/LB SSLW 0 .00136
Volume =
Volume =
194400 Lbs. SSLW X CF of waste /lb /d ay X
47589 Cubic feet
180
B. Volume of wash water
This is the amount of fresh water used for washi n g floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in SA.
Volume =
Volume=
0 Gal Ions/day X
0 Cubic feet
180 days storage /7 .48
gal I ons per CF
C. Volume of r-ainfall in excess of evaporat ion
D.
TOTAL
Use period of time when rainfal I exceeds evaporation by
lar-gest amount.
180 days ex c ess r a i n fa I I "" 7.0 i nches
Volume = 7.0 Inches X DA I 12 .inches per foot
Volume = 33833.333 Cubic feet
Volume of 25 year -24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 33833 Cubic feet
REQUIRED TEMPORARY STORAGE
SA. 47S89 C ubic feet
58. 0 Cubic feet sc . 33833 Cubic feet
50. 33833 Cubic feet
TOTAL 1152S6 C ubic feet
'
i·
6. SUMMARY
I required volume 1= I . Total 309656 Cubic feet
Total design volume a~ai I.= 372058 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 194400 C u. Ft.
I
At elev. 47.00 Fl; Vol= 235752 Cubic feet <end pumping)
Total design volume less 25yr-24hr storm= 3382 25 Cu. Ft.
At elev. 49.00 Ft; Vol= 334784 Cubic fee t (start p umping >
Seasonal high water table elevation is 47.00 Feet, wh ic h must
be lower than the elevation of top of treatment volume 47.00
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PtAN
ADDITIONAL NOTES:
------------------------------------------------------------------------
-----------------~------------------------------------------------------
, . .. ' ' ~ 1....;.,. 10.a.-:._ ·v-d·\'
OPERATION AND MAlNTENANCE PLAN
i. ------------------:-----------
This lagoon is designed for waste treatment <permanent storage) with
minimum odor control. The time requ~red for the planned fluid leve l
to be reached <permanent + temporary istorage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
i
T~e designed 6 months temporary storJge is an estimated volume
based on : 1> waste from animals; 2) le'xcess rainfall after
evaporation; and 3> the largest 24 ho'-!r (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals wi I I be fairly
constant throughout the year and fro~ year to year. Th i s
estimate is based on 7 inches of e><cess rainfall which is
equal to or exceeds the highest 6 months eMcess in a year.
The average annual e)(cess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall wi I I
need to be pumped each year. The 25 year rainfal t wi II not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be avai I able. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe<s> from building(s). If the outlet
pipe is not inst.alled on the elevation to begin pumping, a
permanent marker must be installed on this'elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soi Is, crop, and equipment to apply
waste without runoff or leaching>.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and trave I i ng gun i rr i gati on. Care shou I d
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoo n be pre~
charged to 1/2 its capacity to prevent excessi v e odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Sol ids
should be covered with effluent at alI times. When pre-
charging is completed, flush buildings with r-ecycled l agoon
I iquid. Fresh water should not be used for flushing after
initial f iII ing.
2. The attached waste uti I ization plan shall be followed.
T h i s p I an r e c o mm e n d 5 s amp I i n g and t e 5 t i n g of waste < s e e
Attachment 8> before I and app I i cat i onf
f .. \• ...
• \
i ·
3. Begin pump-out of the lagoon when fluid level r-each~s eleva-
tion 49.00·as marked by permanent markers. Stop pum~-out
w h e n t h e f I u i d I e v e I r e a c h e s '=! I e v a t i o n 1 4 7 • 00 o r b e f o r e
f I u i d depth is I ess than 6 feet deep <thIs prevents the I oss of
I
favorable bacteria). The design temporary storage, Jess 25 year
storm is 81422 cubic feet or 609040 gallons. As stated
before, this volume wi I I vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation 1s one
(1) inch and the r-ecommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
·mowed annually. Vegetation should be ferti I ized as needed to
maintain a vigorous stand.
6. Repair any eroded ar-eas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste uti I ization fields, particularly adjacent
to p o n d s , I a k e s , s t r e am s , o p e n d i t c h e s , e t c • Do n o t p u m p w i t h i n
300 feet of a r-esidence or within 100 feet of a wei I.
9. The Clean Water Ac t of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibi I ity for enforcing th1s :aw.
NOTES:
' I ' • I , _, .. Animal Waste Maiiagement Plan Cerdtlcadon
(Pleas: type or pmn alNafomwicn lbut clocs not require a sipa~~~re)
General lnfpnnatign:
Name o!Fm:m: .lfD r jl &.k Fi:v-n Fadlity No: cg.9. -(d Q5
Owner(s)Name: Pw ~!!Jhr ,AA~ Ph~eNo: (., ...... ) ~61f-Z~57
Mailing Address: {'-t . z.. D"lr lf(Jil .?'£<h r--u A/C ZY $ i= r
Farm Location: Connty Farm is located in:. ___ s;~ry~;.:..fo~~:.n~------
Lalitnde and Lougimdc: _!L · ....£1_ ~ I ...2J'_ _l:2 2£_
Please attach a copy of a county road map with location identified aud describe bClow (Be specific: roiad
umes,dileaions,milcpost.etc.): 11-ZI SRwi-L f?e .-.· p\A..,oik> Jak<kc-f·'en cJ-1-,
lA5 4"t f <~-~~ '111 z.. 5y::1d.. ~'"" c•§ht-4a +u ./VL z.t.tx hJ,........ ,'r
Oneration Desc;ription;
~ofSwint No. ofAnilftlili ·
c W.eau 10 Feeder' .
l31=ccdcr 1D Fmish ~" u :!dttJ
C Furow 10 Wean
C Fmuw co Feeder
C Farrow 10 F'mish
Type af Poultry No. qf Aflirruzls
·ctayer
oPanm
Othu TYJ¥ a/ Liv111taclc:. ___ _
Type of Cmth No. uf AnimJzls
CI>airy
OBcef
N~af~: ______ _
Acrea.,oe Available for Application: Z Z . "l !Ulqutted Acreage:._~Z::::..'Z=-.;...· ·Z:~---­
Number of Lagoons I Storage Ponds : Z.. Total Capa~_lft,.!.:' ~l,o=-..::.~.~o~-D:....----Cubic Feet (ft3)
Are subsurface drains present ou the !ann: YES or ~ (please circle one)
II YES: are snbsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
·····~··························································· .. ········•··•····· Owner I Manager Agreement
I (we) v=ify that ;ill the above information is com:et and will be updated upcm c:banging. J (we) D'Cdcm8Dd the operanoa and
mainta~ance procedures cstabllsbcd lD tbe approved animal waste maaagemeut plan fot ~ farm Damed above and will
implcm=t these proccdlln:s. I (we) blow dw my apcsicn to the existing design capacity of the WllS~ ttatmcat a.a.d
storage system or e0ll$truction of new facilities will require a new certification 10 be submied to tbe Division of
En~tal Maoagemeot before the new mimals arc stDeked. I (we) understand tha1 there must be no discharge af ADi:mal
•ute from lbe storage or application system 10 surface wuer:s of lbe state either direc:1ly through a m:an-made canveymcc or
fi'om a ctmm event less scv=re th1lll dlo 25-yeu, 24-bour staml and d=e mast aot ~ nm-offfrom tba application of~ ·
wasre. I(~) uaciet'ttaad lh:lt run-off of poUuW1ts from loullging and beaVJ u&e areas must be mjnimjzed asing redmical
ltiDdards developed by the Natunl Resoarccs Conservation Scmce. The approTCd plan will be mcd at the Cum aad at the
office of.~ local Soil aad W:ner Cou~ntion Dislri~:L J ('frc) kz:low 1bat my modificatia must be approved by a teclmical
specialist and 5nbmi~ to tbe Soil aad W01ter Coasecr.lUOil District prior to implcmcnt:ldoa. A cb:mp iD land owaership
~ wrlttell DOtifil:4ltiou to PEM ~a new c=tification (if the ~ro'Rd plan is changed) within 60 days of a title txUSfer-
Name of Land Owner: : 0 , · ~ · o #
Signature: D ' Date:.__:7~1r;_...c,.J...,J.~--
Name of Manager if different frOm owner):. ___________________ -=--
Sipature: _____________________ Date:. _______ _
A WC -January 1. 1997 1 RECE,VED
JUL 28 ·1997
...
FACILITIES ASSESSMENT UNIT
.. .,
,_,1 ..... ,_. .. ..,..,.~. ·-· --
Teclmical ~peclaiist Certification
L ~ a t=dmiw spcQalist desiallaled by tiJa N011b Cuotiaa Sailed War Couenatioa Cammlntoa pwsw to t5A
NCAC 6F .000.5. I certify dl8l d\e uimaJ waste IDIDI&flmeat l)'llmD for dm farm ~ above bas Ill aaima1 wale
IIWiapment plan dlat meetS Qf e.xceeds ltmduds ad s:pec:ifl~dOIIS of tbo I>ivisiOD of~ MaDipmem (DEM)
as spcdfied·lD 15A NCAC 2HJl217 aDd the lJSDA-Namnl Resources Coas=vadoa Servi~ (NRCS) a.dlor the NDt!b
Carolina Soil and W~ ConsuTatioa Commlasioa purmam ta 15A NCAC 2R.Ol17 aad UA NCAC 6P .0001-.0005. 111e
fcllowiag elf!JDaStt are iacladed iD lbc plm u applicable. Wbiie eada ~ daipaa a ~cal spcc:ia1ilt wbo Ill&)'
lip eacb c:atiticadoo (SD. Sl. WUP. RC.I), lbe rcchnica1 specialist sbould oaly ccrdfy ~ for wbfcb they are ""imk-aDy
COIIJllei&U
IL Certification of Design
B) Land Application Site (WUP)
The plan pnmdes for minimlml sepnrations (baffers); adequ4tc amount of laDd for waste udlizaticm; cbos= gup is
nimble for wasa: m.anap:ment; IJydraolic ad nutricm lt~adina ratet.
Name of Technical Specialist (Please Prillt)._: --B:o..·=r..p.:.a.:;.J...,L..-..;c::;;...:...-..;:;~-,.:.e.~o..x"..:...~:( ! _________ _
Affiliation: Do .·, ..._ ~\' </ h/ m r r...' > '
Address(Agen_!!): = ~~ <'!_!i. C4'a tc '<Y , dc..
SigDatme: ~ £b C . ifdl
C) Runoff Controls from F;xterjor Lots
Ch«i th~ approprimc b~
~ FaclJity without extyior lots (SD or WUP or RC)
This radlity cSoes aot ccmtafn my emnor lDtL
0 Fae1ljty with exterior lots (RC)
Methods to minimite the tuD off ofpoUilUIDO from lounging and heavy me 81'I!BS have hiCC:Il desiglled iD
accardnnee with teehn.lc:al $tmld:lrds developed by NRCS .
Name of Technical Specialist (Please Print):.-..::4w..:"'~r~~::.;"".:...,_.....::c~.--;f;.e,2:1.<..t..:{/'----------­
Aftlliation:. Po~~ ~n.<'tl F a/i"'t''f. 1:;, c. • ./ I ~ddress(Agen~): =. l v vtei4= N:J I e'
Stgnature: &.~ C ~4-~WC-Janu:ary~7 V l
PboneNo.: fr ~-u~-"lt o c..t
Pate: ')(/ '1( tf 2
I
'-D). Application and Handlin& Equipment
CMet 1M "PI'""Pri41' bo~
~ Existfnr or expanding fadllty with existinr waste N!pfication egnipment (WUP or 1)
ADimal Wll1e applicaticm cqvipmcot &pecified in the pJaa hal bcc:D eidll:r field calilniCd or ~ m
accordam:e witb existing dcsip c:bans and tables and 11 Allie u. apply ~ as aeccssary to acc:GlQal~ tbe
waste ~ plm:l: <emus 111JPUcadoD equlpau= CSII c:crrer 111e aea requimd by me pl• Ill rasa DOt to
exceed either die specified bydraolic or JllJUiqt loadizza nra. a schedule for 1imiq of applicadom hat be=
cnablished; reQlliRd buffers em 'be m•iDtaiPed aud callbtaciou IDd adjusCIDC:IIl gaidaace am coneaiDed u part of
lbeplm). ·
. .
Q New. expanded or exiuinr facility witbopt eristipg waste &pJJlication equipment for spray
iaiption. (I)
ADima1 waste applicaliou equipmeut specified iD lbe plm has be= desipled to apply was1e as DecleSIUf tD
•ocoumw•dafe the was= mmqemeut plua; (prgposed ~ppUcciml equipmcat caa cover tbe area te;ain:cl bylbe
phm at raa not to exceed either t!u: specified hydrmlfe or 1111trieut loading ra=; a scbedale for limirlg or
applit:arlous has been establisbed: ~aired buffen om be mainatilled: calibraaicm azzd adjustmeDc pidaDce IR
c:omaioed as pan af die plm).
Q New. expanded pr existing faciljry 'y.ritbont exining wast' awlicadgp s;qpipment fgr lapel
&:Preadinr not usinr spray irri,ption . (WUP or I)
Animal wute l!pplicatioa cqulpmmt speclfled iD the pbm Jw beeD tdectcd to apply ... as nec:asazy to
aceommodate die waste managemeut pJm; (proposed appUcadcm cqaJpme:Dt can cover 1h: area requin:d by tbe
plan at n=s DOt to exceed cithet the specified bydmllic or avuieutloading rateS; a ICbedulc: 1'or timiD1 of
applicatioas bas beeu establisbe4; Rqaired buffers caD be maia~ calilariou aDd adjostmeut guidmee are
ccmraiDcd as part of the pla1l),
N8Dle of Technical Speclallst (Please Print);--'iJ-·~"y~.a:;..;;......,;;...__;c;..;.·_;";;.,i?o:.~(.._. ;;.II' __________ _
Affiliation; /)C> 5 •11 Wl,.·rf Fft/, ~ .r; < •
~ddrcss(Agency):!:: ?o;r ~!::fP 11'-c"', N C
Slgllatnre: &;.,~ C . ~( _
~one No. I r~a-SfZ-Ztet.t
ate: ? lrt,/11
E) Odor Control. Insect Contrgl, Mortality Manaeement and Emereena Action Plan (SD,
SI. wtre, RC or D
The waste ZZU~llagem=t pl= fot this facility mdudc:s a Waste Mlmagemc:ut Odor Coutrol CbectJist, 1111Iosecr Camrol
Checklist, a Monality MB.f.lagem=t Cllec:tlist aDd an bergeocy Actiou Plan. SoutceS of both odoa aad imec:ts
have beeD evalunred wich respect to this site and Best Management Practices to Mlaimiu Odms IDd Best
Manage:meut Practices to CoutrollDseeu bave beet! se1e=d ud included ia lbe was11e management plm. Both dJc
MoRality Mmagcment P!m and the '£merFucy Action P1...aD are complete and can be izllpl~ted by a fBcillty.
Name of Technical Specialist (Please Print):. __ ;!. ..... r.,_.,_A.....;"---..;;c::_.~¥~' lu..l _________ _
Affiliation; Do.: w o;;,; J F c>../zu .r,.. ~ I ..... ;
Address(Ageilcy): f,o . 2'-' e 41{ C {.'rzra·l 4'.C. 2-r J l f s~~c-tA '
F) Written Notice of New or E:nzandini Swine Farm
Phone No.: ttrc -srr-2-t()t(
Dare : Z/t'(f2
The foUowing signature block is only to be used Cor new or expaudinc nine ranns that beain CONtnldion after Jane
. 21, 1J96. It the bdlity wus built heron June %1, 1996, ,.ben was ltconstnJcted or last~_...--------~
J (we) ccitify that I (we) have: auempiiCd ro eoa.Q.ct by certified mail an adjoiaia: property owuc:rs md all property owaczs
who own property loe:tcd across a pu bUc road. meet. or hi&hway !rom tbis uew or expanding $Wine fmn. lbe n~tice' was iD
compllmce wilh tbc requiz=nents of NCGS 1 06e805. A cop,-cf 1hc ~~~ ~ a list of the popetty crwucrs nodfied ~
=of Lan v ; r-h L i' ;//If ~-r
Signature:--llco'II~~;L_--a~~*--u..c;_p'---------Date:_.:,..s.~..;_.~.-...(,1~­
Name of Manage (if different fro
Signature ______________________ ~Date: ______ _
AWC -January 1, U97 3
. . .
Phone No.: 91'"' -SPd -Z7~3
nate: 7/ t+/tz
C Conditional Approval: all n:quired land as specified iD lhe p1aa il deaxed for plmRing; die croppins sysmm
u specified iu the wasre tnilizatioa plaD IW DOt beesl established aad the OMler bas commiaed 10 enablilb lb
vegecation as specified iu lbe plan by (moulb/daylyar); lbe proposed covm cmp iJ app!DJIIia!B
for cOmpliance with the wasteutili.zation plaD..
0 Also check this box if appropriate .
if 1hc cropping I}'S1em as specified in tbe plm can not be establisbcd DD newly clelred liiDd with:iu 30 d&ys .•
of this cenificatiaa. the OWIIel' har commiaalto establish m il=rim crop for emsioD CDiltrol;
NmneofTuhmcdSpeda~t~~ePmn):.~e~·~y~o~~~~c~.~{~a~<~t/~-----------------­
Affiliarlon: Oe_, w.:.c.l . Fc:vmr I r.,' 1
Adcfress(Agen~): 2LJ.. 410' ~ C/.'"1 tc:t .,.· .' C(C Z:f~ Z.f Phone No.: ?,./C -S"c(?-2'A;;;il(
Sisnarure: D~c-= "" ~?{ p-. ?f''t/<i?
This foDowine s~pature block is only to be used when the box for conditioul approval in m. B
above hu been checked.
I(~) c:enify that l (we) bave committed 10 esublisb the ctOppiug system as specified iA ray (our) wast= milizatian plm. aDd
if appropriate to cmblisb the iDteJ:im crop for erosion control. md will IVbmit to D:EM a vmficatiOD af completion from a
Tccbaical Spcdalisl within 15 ealendar days foDowiDI' the dau: specified iD the couditioual ccrtific:atioa. l (wo) realize that
failure T.O submit this verificalion it a viabtion of the waste 1DaJI&Icmcat plm mel will subject me (as) to an ealorcemeat
ICiiau from DBM.
N~eofLand(}wner: ____________________________________________________ ~~--~-------
Signature: _______________ Date: 7 f 11/2 7
Name ofManager(lf different from owner):. ________________________ _
Signature: __________________________________ Date:. __ .,;_ ____ _
/t. we ~ January 1. 1997 4
' C) Runoff Controls from Exteriot Lots (RC)
Faetlity with exterior lotS
Mcmods co miDimiz.c tbc nm off of polJmlmts from IOUDiiaa aDd b=Yy asc Mea~ have beesl iDstDUed as specified
in cbc plm. .
For facilid•J without atnior IDts, 1JD cer#jieatitln .Is nectnary.
Name of Technical Specialist (Please Print):. ________________ _
Afiilianon_· ________________________________________________________ _
Address(Agency):. ________________ __, hone No.:. _____ _
S~-·---------------------------------------------Dme~·-------
D) Application and BaMUpg Equipment lnsta]latiog (WVP or I)
C7accl 1M_ tlf!PR'priate hkd
13"' ADima1 waste applicdcm azul bmcfliDg eqaipweut specified ill die plac is oa si1: IDd n:ady far asc; ca!ihrari.on
and adjusucent mmrials bave ber:ll provided to me owm:n aDd~ MDbr.iaed • pan of tbe plaa.
a Animal ~ 2pplicaiioa and .hamDiDg equipw spcdficd iD che plm hal 1IOt beell iDstalled bat che OWDer
bas proposed leasing or dlird party applli:alion sad 1w provided a siz=d ~traCt; eqajpme:at lpecified iD dJe
cootnct agrees "ffitb tbe requiRmeuts of the plaa: required buffers can be maintafccd; c=hlmldcm md
adjustmeut :oictauce ha~e beeD povided tD tbe owoen md are~ as pan ofdle pl.m.
a Conditional approval: Animal waste-appU~Il!ioa md. "•Ddling equipmtmt spccificd ia lhe plan bas beea
~ed aod will be cm site md Jmtalled by mrmm/day/yeal); there is adeqvue stazqe to
hold the wute wtll tbc equipme:ot is iDstallcd aod wtil tbc wasze can be !aDd appUcd in acccm:larace widltht:
aoppicg system con tamed iD tbe plao; aud calibration and adjusuncnt guidaDc:e ba"Je 'beeu provided tD tbe ,
owoen md ue eoataiaed as pan of tbe pbm· · -
Name of Technical Specialist (Please PriDt):.--'~:.:."'~l~a~..,;;J.._,..::C;;.:.·.-12..:;;.t.~•o:;.. .. .:;.;II _____________ _
Affiliation: De c; ""'..:•<.> ~1 &c"'11 Z:,., c. •
> '
Address(Agency):L=go: 51 c~kn"ff:!,, _,.,, z;~s l f Phone No.: Cfto-Ss'r-W(J
Signature; ~~ L ~~~ Pare: 1U't,/f7
The following signature block Is only to be used when the box for conditional approval in m D
above has been checked.
J (we) certify that I (we) have committed to purchase the animal waste appllcatiOD and handling c9'lipamll as
specified in my (our) waste uanagemeot plan and will submit to DEM a verification af delivery and installalion
from a Technical Specialist within 15 calendar da~ following the date specified in the conditional eertifieadou. 1
(we) realize tJw failure to Sllbmit this verification is a violatiOD of the waste znanagement plan and will subject me
(us) to an enfcm:ement action from DEM.
NmneofLandOwner:. ____________ ~----------------------~------~------SigDature: Date:. ______ _
Nmneof~~u~~tfiomo~): ____________________________________ __
5~~-------------------------------------Dau: ______________ _
E) Odor Control. lpsect Control and Mortalitv Manaeemcnt CSD. SI. WUP· BC ar D
Methods to coutrol odors and iDsecu as spl:Cified in the Plan have been installed and are operational.
mortality management system as specified in the Plan has also been installed and is opemticmal.
Name of Technical Specialist (Please Print): i}c .. an C . !ip< 1/
I
The
Affiliation: O,j ki 1.> rl Fcv,., c b c 7
Address(A~ncy): ;.;.o . p,;;.r LJ~ CtaTt.),,. P C-Z-lill' r
Signature: Zn~ 4'1=> C Jzt{7f( '
Phone No ~: 9ru-.Fi?-~to 'I
Date: 4#(/f?
A we -Jnaary 1, '' 5
:
Please rmun the completed form to the Dtrisi011 of Water Quality at tbe foUowiDa aclclrea:
Department of Enviroament, Health, aud Natural Resources
Division Of Water QaaJity
Water Quality Sediou, CompliaDc:e Group
P.O. Ba 29.53!
Raleigh, NC Z7'u.os35
Please also nmember to submit a eopy of this form aloq with the complete Animal Waste
Management Plan to the load Soil and Water Coasenation District Office ad to keep a copy iD
your files with your Animal Waste Management Plan.
A we -JMuvy 1, t9!n
.... :
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• ' I •
:VIortalitv ?YI::ma2:ement ~Iethods
(check which memod(s)-J.re being impleme:1ted)
Buri~l three fe-;:~ beneath the surface of rhe srround wmun 24 hours afte:-
knowled£e of tht! dc!ath. The burial musr be ar ie:l.Sr 300 fe~t from nn v flowing
stre:lm or pubiic body of warer. --
Rendering ac a rend~ring pbm licensed under G.S. 106-168.7
Complet~ incineration
In u.1e cJ.Se of de:1d poult.ry only. placing in a disposal pic of a size and design
approved by u.1e Depar-1.4-nenr of Agriculture
Anv me~hod which in the orofessional ooinion of rhe s~are Vec~rinarian would
·make OOSSiole the salva~e of Dart Of a de:ld animal'S V;:!.!Ue without endan~enng
human or animal he:tlt:h~ (\Vnrte:l approvll of the Scate Veterinarian musi: be
arrlcl"led)
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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: D&H Naylor Farm
Owner I Manager Agreement
I (we} understand and will follow and implement the specifications and the operation and
maintenanc~ 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 tr.eatrrlent and storage system or construction of new facilities will require a n_ew
certification to be submitted to the Division of Environment Management (OEM} 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 OEM upon request.
Name of Facility Owner:
.(Please print)
Dwight Naylor
Signature: p;;y4 ~ ~¥r-Date
Name of Manager (If different from owner):
Signature: Date: ------------------------------
Name of Technical Specialist: (Pl ease print) Kraig Westerbeek
Affiliation : Private
Address (Agency): 1635 W . Wards Bridge Rd.
Warsaw, NC 28398/
Page 'F
Sheet2
..
TABLE 2 ·Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 25A reel
'
Field No. Travel Application TRAVEL LANE Wetted Nople Operating Operating
and Speed · Rate Effective Effective Diameter D iameter Pressure Pressure Arc
Hydrant No. (ft/min) {In/hr.) Width(ft.) Length(fl) (feet) (lnch•~s) at Gun(psi) at reel(psi) Pattern Cor rments -Acres per pull
F1 ,H1 2.72 DAB 142 318 270 o.&9s· 60 105 220 1 .71
F1 .H2 2.26 0 .32 200 712 270 0 .695 ()0 105 330 4 .28
F1,H3 2.72 . 0.48 210 870 . 270 0.695 GO 105 220 4 .63
F2,H4 2.72 0 .48 183 890 270 0.8~5 60 105 220 4.00
F2,H5 2.72 0.48 • 220 410 270 0.895 60 105 220 2 .82
F3,H6 2.72 0.48 185 415 270 0 .695 60 105 220 2 .02
F3,H7 2.26 0 .32 232 655 270 0 .89!> 60 105 330 4.11
F3,HB 2 .26 0 .32 232 100 270 0 .89!i 60 105 330 1 .66
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Sheet4
TABLE 4 -Irrigation System Specifications ·
Traveling . Solid Set
. Irrigation Gun Irrigation
Flow Rate of Sprinkler (gpm) 141
Operating Pressure at Pump (psi) 118.5
Design Precipitation Rate (inlhr) 0 .29
Hose Length (feet) 690 xxxxxxxx
Type of Speed Compensation Mechanical xxxxxxxx
Pump Type (PTO, Engine, Electric) Engine
Pump Power Requirement {hp) 17.7
TABLE 5 -Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq. ft.)
90 degree bend 4.94
D~ad _End -. ---····--· .. 3;5 .... -...
·Tee ·-2.45
Gate Valve 3.5
45 degree bend 2 .66
Page~
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· Shee ~5
IRRIGATION SYSTEM\ DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd . Warsaw,NC 2839,8
Phone: [phone]
R~qulred Docume~tation
The following details of design and materials must accompany all irrigation desigr~s:
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1. A scale drawing of the pro11osed irrigation system which Includes hydrant locations, pipelines, U1ryst block locations and buffer areas where applicablet
2. Assumpllons and computations for ~etermining total dyna~ic head and horsepower r~quirements, \
3. Computations used to determine all mainline and lateral pipe sizes. · 1
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 blo ck config,urallons required In the system
6. Manufacturer's specifications for the Irrigation pump, traveler and sprlnkler(s).
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7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATIONjWATERCONVEYANCE. 1
~· . The Information required by this form are the minimum requirements. It Is U1e responsibility or the rjuslgner to consider all relevant factors at a partlcu~ar site and
address them as appropriate.
g, Irrigation pipes should not be installed In lagoon or storage pond embankments wiU1out U1e approv f l of the designer.
NOTE: A buffer strip or 25' or wider ~ust be maintained between the limits of the Irrigation syst~rn and all
perennial streams and surface waters per NC Statutes.
0 --
Sheet6.
Narrative oflrrlgatlon Sys~em Opemtion
This system design is for an existing system utilizing above ground aluminum piping, and converting to an underground
dry-hydrant system. For this reason, 'wetted' acreage criteria have been used for the purposes of this design.
Setbacks used include .100' from supply welis, 200' froin r~sidences, 25' from ditches and/or streams.
These setbacks are based on the siting dates of the sprayfields used.
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·Producer is familiar with the equipment being used for this .system. Any questions on winterization, start-up,
etc ... should be referred to the Irrigation dealer.
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Sprinkler Speciflcatjoos
Sprinkler Type: Nelson 100
Nozzle Size: 0.895 inches
Sprinkler Pressure :
Flowrate{GPM):
Wetted Diameter:
Lane Spacings
Desired Spacing(%):
Design SpacinQ(feet):
Actual Spacing (feet):
Actual Spacing(%}:
ApplicatiOn Rate
60 ·psi
141 gpm
270 feet ·
70%
189 feet
200 feet
74.%
Sheet?
CALCULATIONS
220
81
Application Rate = (96 .3xFiowrate )/{3.1415x(.9xradius )squared)
Design App. Rate=
330 degree arc =
220 degree arc =
·fao aegree·arc -=
Traveller Speed
0.29 in/hr
0.32 in/hr
0.48 in/hr --.; .. ---
0.59 inlhr
Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app . (in .)=
330 degree arc =
220 degree arc =
180 degree arc =
Mainline Velocity_
0.5 inches
2.26 ft/min
2 .72 ft/min
4 .53 ftlmin
Velocity = .408 x Flow~ate I pipe diameter squared feef/sec:"
~*For buried pipeli nes, velocity should be below 5 feet per second
Pipe size: .4 inches
Velocity= 3.60 ft/sec.
Page 1 ~
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance:
1
1200 feet
Sheet7
Friction Loss Is figured using HazenJWilliam's Equation
Friction Loss= 1.09 feet/1 00 feet
Max. Mainline Loss = 13.1 feet or
Total Dynamic tfead
Sprinkler Pressure:
Loss through traveller:
Elevation head:
Mainline· loss:
Suction head and lift:
5% fitting loss:
60 psi
45 psi
0 psi
5.7 psi
2.2 psi
5.6 psi
5.7 psi
TOTAL(TDH} = 118.5 psi or
Horsepower _Required
Horsepower = Flowrate x TDH(feet} /3960 I Pump effeciency
Pump Des~rjption : Berk~!~Y . .f?.~
·Pump.E(fidency: ····· · ss%
· orsepower Reguired : 17.7 Hp
Thrust Blocking
Thrust Block Area =Thrust /Soil Bearing Strength
Thrust:
Soil Bear ing Strength:
End Cap:
90 degree elbow:
Tee:
45 degree elbow:
4200 feet
1200 feet
3 .5 ft2
4 .9 ft2
2.5 ft2
2 .7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used :
Max. Pressure on system when running :
70% of Pressure Rating :
200 psi
118.5 psi
140 psi
273.7 feet
If Max. Pressure on system is less than 70 % of Pressure Rating, OK
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Sheet7
Net Posjtjye Suction Head Checls
NPSHA: 20
NPSHR: 6 '"from pump curve
If NPSHA>NPSHR OK
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EWL.tt
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3
4
5
6
7
8
-. ~ . ' ---...
Wid.tb
142
200
210
183
220
185
232
232
.....
SheetS
ACREAGE CALCULATIONS
~ Star:t End
318 0.42
712 0.56
870 0 .44
890 0.26
410 0.53
415 0.26
655 0.62
100 0.62
I
Stgp End Eull ~~<res
0.25 1.71
0 .45 4.28
0 4.63
0 4 .00
0.22 . 2.82
·o 2 .02
0 4 .11
0.51 1.66
25.23
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Eiek1.1i Eie!d Al<t:.e:.i
1 10.62
2 6 .82
3 7 .79
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Engine Performance Curve -~ Rating : Gross Power
Application: Industrial-Continuous
300 Se ri es Engine
Model : 40390
71 tlP@ 2500 rp m .
53 kW @ 2500 rpm
JOHN DEERE
~ 80 .:.: -(60) c. .c
._ 60
G) {45)
== 0 c..
~ 40
~ (30) ....
CD
20
(15)
: : : -; : : . : : : : : : : ; : : : : 1 : l : : : : -1 : ; :. +:rr ::r:::::r :1:::r: =r::rr ::r1r ::Er:Fl:;rr +1=~1=r++
El=l= ::tLf:· Tli::l:fTt :Lli :J:tf :::lTf:: ::::11~j=;:1:[~:
::g=r.1::If :1l;~:~fLL1 Tll. ;;!=~r~=l~BJ-
:::l::+::l:::-f2±1::: :::i:::l :::l:::: :::1::::!::±::: :::l::::[:::I:: ::J::i::1::J::i:::l::J:::· :::Li::l::: ::]::+~:~
··++·+· --++·+·· ··++·+·· --+-+·+·· ··+++·· --++·+·· ··+++· --+++· -++·+·
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed -rpm
200
(271)
180
(244)
160
(217)
0.40
(242)
0.36
(218)
A ir In take Restriction -12 in.Hp (3 kPa) Exhaust Back Pr ess ure -30 in.Hp (7.5 kPa)
-E z ---£a
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0" ....
{:.
-·-= 3: ~ .._
Cl -... .::
' c.
=E a
Qi
~ u.
Gross p ow er g uaranteed withil')_+ or · 5o/oat SAE J1 995 and ISO 3046
conditions: n "F (25 "C) air inlet te mperature
29.31 iil.Hg (99 kPa) b aro meter
Certified by: Cwve 40390711C
Source Factories:
104 •F (40 •q fuel Inlet temperature
O.B53tuel specific gravity C 60 "F (15.5 "C)
Conver sion factors: Power: kW = hp x 0.746 .
Fuel: 1 gal =-7.1 lb. 1 l = 0 .85 kg
Torque : Nm =-lb·ft x 1.356
. . 7 .fd9.3
A ll values are from currently available data and are subjec t to change' without notice.
jh
Dubuque, Saran
Da te: 09-93
Sheet 1 of 2
• Revis ed data~.
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0
BERKELEY PUMPS
TYPE "B" RATING CURVES
EN~INE DRIVE ·
C.l. lo&He. 11-1863
C. I. 1a11.11.. l-3(101
u-.~~e. H-1 86 3
11-.11e. .L-3038 Ola. 13-1/2~ f'uu.
C-7048 t ... h• T-2554 s.,..,,..," C-7048 Do<o 3-29-72
C•u : Melonal C. I. lolL He. K-1939 .. -.He. H-1939
Modl.ll"' 1'1-4821 Dlo. !0-7/16n F VL L
'CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Paoe2.02
Oatvd 4-1-85
VAIIIQUS IV.II.
MODEl83JQBM
T. 0.1.1. J~ """ ••ter .. ... ~to•y_,..._
... , " ... ,0
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PERFORMANCE. TABLES
'10 .. ~70 405 '
·..:~ •to· ~ :~ ,zs · !J~~. •cs• '1!0 ~2S' ..
5.!5 440' 630 us ·~o· .. ,~. ~-~o· ~~ •ss· u·• ·-<75;" 4:35' s•s ~ss· 6 2S <70' 715
4;!S· 500 •..cs · '-. <65' e&: <61)' 1~~
.~J5' 5.25 .: ... ·~s· 505 47 5' !95 ··go· 790
..&.;!, S~) •6.S' ~-Ill •a s· :;'-!' vv.·
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~20'
;<~'
•S5 '
<:o)· tit . 445'
~·X'·
5 10 '
Turbine and Engine Drive Water/Slurry Reels8 _·'"
·Radial Inflow Turbine -The heart 9f the drive
system. Tnis extremely efficient turbine mctor
dellvers quiet. smooth, continuous power.
Engine Drive • A gasoline engine replaces the
turb!ne motor. Engine drives are usuahy selected
wher, the water contains solids that will plug tne
turbine. atso when it is cri11cal to avoid the 10 psi
pressure loss ac;oss the turbine or il there is a
high speed requirement.
Standard Features
• Automatic Shutdown for the
turbine or engine.
• Heavy Duty Chassis a:"ld frame.·
• Retraction Speed Indicator.
• Pressure Gauge.
• Infinitely A~ustable Speed Ranges.
• Speed Compensator.
• MisV'Jrap Safety Stop.
• PTO Rewind. Drive shaft op1ional.
• Gun Cart with adjustable Wheel width.
• Tu~e Guide to insure proper packing of tube .
·.Ball Be.aring Turntable . . . .
• Nr:tson'Srciw .Ae-ve~a Gun. Alternative guns
availabfe but perfonnance may vary.
• Gun cart Lift.
• Stc;biliz~r l_;.egs ·Heavy Duly. (Crank down or.
the 2SA, 27 A & 30AS. Telescope st"Jie on th~
21A & 23A.)
• Supply Hose 3 ln. x 30 ft. wilh 4 in. male ring
Jock coupler on Inlet end.
Polyethylene Tube· Only FE t ube designed
and constructed for the constant coiling and
dragging is considered for use on Ag-Rain
Water-Reel~. The tubing Is bacl<ed by a s y=ar
pro-rated warrar:ty.
P.E. Tube Repair • A simple ·screw-in" mender
is available lor repairing the PE tube shoukl it
become ~a,=naged to: any reason.
Performance Guide
s,srem I 'Systar.~
Mod.J Flow R.l1 I hi8l
IGJ'Jd.)
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21A 60 I n
70 i 92
with ao 99
Net~ 90 '108 SR100R 100 113 Sprlnkler 110 122
23A 80 87
wilh" 90 92
Nels or, 100 96
SA100R ; 120 115 I
L Sprinkler ' 140 127
I 25A 80 87
with 100 94
j Nelson 120 106
l SFI~OOR 140 126
' Sprinkler 160 140
27A 110 89
120 92
With 140 110 Ne;son 160 118
SRlOOA 160 127
SprinKler 200 138
-~~~§-H.O . ·-.. as
with 150 100
Nelson 200 109
SP.15CA 250 122
Sp:J;,kJer 300 140
Specifications
Model
PE Tube J.D. (Ins)
PE Tube Length (it.)
O;y Weight (lbs)
Weight with water (lbs)
Tire size
Shipping Dim (ft . ·ins.)
Length (w/o Gun Can)
Width
Height {on whe e:!s)
Sprillllllf • Wldtlt ~!lin A:ru
Pm~ lrrl;attl:l ltriplld -.~t•la
. -jP.S.l) (FL) {.R.) !Otp
so 150 735 15
60 155 738 18
60 160 740 . 20
60 165 743 23 so 170 745 25
60 175 748 2S
60 155 sn 20
60 165 682 23
60 170 688 26
70 180 530 31
70 190 695 36
60 150 955 2.0
60 170 960 26 I 60 180 970 31
70 190 975 36
70 20G 981 41
60 170 900 28
60 180 910 30
70 190 915 36
70 200 917 41
70 205 920 I 46
70 210 t 925 I 51
-I ·----i ·-·----·-··-··so 195 ., 751! I 3:)
70 203 i 762 I 41 i 7 0 217 I 769 5C
70 231 776 63
70 245 783 76
21A 23A 25A 27A 30AS
2 .1 2.3 2.5 2.7 3.0
660 600 880 820 660
180C 1800 2800 2 800 2800
2800 2800 4 500 4500 4 5 00
-155 R14--175170 R14 -
9·8 9·E 11 ·8 1 1·8 11-8 .
5·10 5·10 6 -S 6-9 6-9
6-10 6 -10 7 -11 7-1i 7-1 1
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'---
0 ..
)
O.D. IUt
J.D. IKS.
SAL/ JO
KIM . 20
30
~
50 .
bO
70
ao
90
100
110
120
130
HO
150
laO
170
· 1 eo
190
-
200
.£!~. -110
230
2~0
250
2b0
270
280 ·
?iO
. 300.
310:
320
330
3~0
350
3b0
370
380
:39~
400
~2 0
4.o\-(l
460
~80
500
FRICTION LOSS . IN POLYETHYLENE HOSE
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FRICTlOX LOSS PER· 100 FEET POLYETHEllME JRRIGATIOK HOSE (VAlERI -
135 125 120 JJO 90 82 75 63 50 ~0
~.5 <4.1 ~.0 3.7 3 2.1 2.5 2.1 1.60 1.30
--0.9 --
--------------
--------------1.1 3.1
'
--------------2.3 6.6
--------------1.~ ~.0 11.2
--------~·-----2.l 6.0 16.9
------------1.1 2.9 s.~ --
----------1.0 1.6 3.9 11.2 --
----------1.3 2.0 ~.9 H .~ --
--·-.. ------1.6 2.5 6.1 ----
--------1.1 1 ~CJ 3.0 7.5 ----
--------1.3 2.3 3.6 ~ 8.9 ----
--------1.6 2.7 4.21' to.5 .;;,·1 ----
------0.7 1.8 3.1 4.9
.. ------
------0.8 2.1 :u .5.6 ------
------0.9 1.~ ~.1 b.~ ------
------!.0 2.7 4.6 7.2 ------
------1.2 3 .0 5.2 8.1 ------
----0.9 1.3 3 .~ 5.7 8.9 ------
----1.0 1.4 3.7 6.3 9.9 ------
----
--0.9 1. 1 l.b ~.1 7.0 ----
--o-. 9 1.2 1.7 ~.5 7.6 -·-------
--···to ··1:3 C9 -~·:9 ·e :3 -------
--1.1 1.~ 2.1 5.3 9.0 --------
--1.2 1.5 2.2 5.7 9.8 --------
G.9 1.3 u 2.~ 6.2 ----------
1.0 lA 1.7 2.b 6.6
.
--------· --
1.0 1.5 1.9 2.8 7.1 ----------
1.1 1.6 2.0 3.0 7.6 ----- -
----
1.2 1.7 2.1 3.2 8.1 ----------
1.2 ·1.8 2.2 3.~ 8.6 ----------
. 1. 3 1.9 2.4 3.6 9.2 --------· --
1.~ 2.0 2.5 3.8 9.1 ----. ------
1.5 1.2 2.7 ~.0 ------------
1.6 1i3 2.8 ~.2 ------------
1.7 2.4 3.0 · ~.5 ------------
1.7 2.5 3.2 ~.7 ------------
t.B 2.7 3."3 ~.9 ----------- -
1.9 2.B 3.5 5.2 ------------
2.0 2.9 3.7 5.5 ------------
2.1 3.1 3.9 5.7 ------------
2.3 :u ~.2 6.3 ------------
2.5 . 3.7 ~.6 6.B ------- -
----
2.7 4.0 5.0 7.~ ------------
3.0 4.3 5.~ 8.0 ------------
----------I
3.2 4.6 5.8 ----
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be fabricated in almost any confiauration. Some epoxy coated fittings
include s~cks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to ·steel
orCA pipe. This connection can be made with a coupling ·called a ..
.transition or repair coupling. In-1ine valves can be ·supplied \·lith
connections ~o 9asket pipe.
Thrust blocking is required for gasket pipe. t1ost thrust blocks
will be concrete. Hanufacturers reconmended thrust blocks at any
change in direction greater than 10°. Figure !·gives an example of
different arrangements for thrust block~. I .
Figure 1. Example of different arrangements for thrust blocks.
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c··:v~gure 2. Anchorage b'7ocks for in~line valves.
1 Table 1 is the forces enc ounte.red at end plu gs. t o calculate
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forces encountere·d at bends, tees and Nye s , multip l y t he fi gure in
Table 1 by the factors given i~ Iable 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. fo.r test pressure in psi
Pi (e Di.ameter 100 PSI 150 PSI ( 200 · PSI 250 pSI
inch es) r---· .. :
1~ 295 440 590 740
2 455 680 910 11.40
2~ 660 990 132'0 1650
3 985 1480 1970 2460
4 18 20 2720 36 30 4540
·6 3740 5600 74 60 9350
8 · 6l19o -· 9740 13, oao 16,200 .
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41.100 _51,4-00
16 26 ,600 -39,800 ·53' 100 66,400
.-
·-! .
. -.
'.
~ FRICTION LOSS ·cHARTS
FOR DIAMOND PIPE _.
IPS DIMENSION ..-·
a 4-.lrtch 5-lnch 6-lnch 8-lnch 10-lnch 12-lnch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1:11
160 1.26 . '
170 1.41
180 1.57
190 1.73
200 1.90
220 2 .28 .81 .34 .09
240 2.67 .95 .40 .10
260 3.10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 .17
....-
320 4 .56 1.62 .69 .19
340 5.10 1.82 .77 .21
•• 360 ·5.67 2.02 .86 .24
' 380 6.26 2.22 .95 .26
400 s:go 2.45 1.04 .28 :10
r 420 . 2.~9 J.14 .31 .. 10
440 2.92 1.25 .34 . 11
I_) 460 3 . .18 .T3s . :31 . 12
_\ ~
;
.. 480 3.44 . 1.46 .41 .14
.•
500 3.70 1.58 .43 .15 .060
550 1.89 .52 .18 .083
600 2.22 .61 .21 .096
650 2 .58 .71 .24 .110
700 2 .96 .81 .28 .. 125
750 3.36 ~ .32 .141
BOO 3.78 1.04 .36 .158
650 4.24 1.17 .40 . 175
900 Table based on Haze n-Williams 4.7 1 1.30 .44 .194
950 equation..:_Cw = 150 5.21 1.44 .49 .213
1000 5 .73 1.58 .54 .233
1i To find lriction he ad loss in
1050 PVC pipe having a standard 1.73 .59 .254
1100 dimension ratio other than 21-. 1-.88 .65 .276
1150 the values in the tabl e should 2.05 .E .298
1200 be multiplied by the 2 .21 .76 .322.
1250 appropriate conversion factor
2.39 .82 .346
1300 (F) shown below:
2.57 .88 .371
1350 2.76 .95 .397
1400 2.95 1.01 .423
1450 SOR PA F 3 .16 1.08 .451
1500 21 200 PSI 1.00
3.35 1.15 .508
1600 26 160 PSI .91 1.30 .568
. 1700 32.5 125 PSI .84 1.45 .632
.' 1800 41 100 PSI .785 1.62 .698
.•
1900 51 SCPSI .75 1.79 .767 J
2000 64 63 PSI .71 1.97 .840
Loss belo w bo ld line indicates veloc ities in excess o f 5 tee:t p er second .
Vel<?c it ies which e xc eed 5 fe el per secon d ar e no l recom mended. ~3
I
I
I
Diamond ASTM 0·2241
IPS Pressure-Rated PVC Pipe
Approximate Coupler Dimensions .} i .
A
I
I
I
I
I
I
I
I
I
I
1-----c-----1
fj .
G;
I
I
I
I
I
Size
2
2Vz
-3
"4
6
a
10
12
A
0.0. c
G~sket R!'lce Socket Depth
3.166 4.500
3.719 6.000
... :L4]:1 .. _{]_,_000
5.603 5.000
8.252 6.250
10.420 6.500
12.762 7.500
14.952 7.500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
0·1185 SO~·IJ .S SOR-21 SOR-26 SOP..J<.S SOA•o
S·u c.o Sen .•o JIS PSI 200 PS I 160PSo I}~ PSI lOOP S • ., .. .840 . 109 .062
~.~ ... 1.050 .113 .060
I 1.315 .133 .063
1'1," 1.660 .l40 .079 .064 056 I '!; .• 1.900 145 090 .073 058
2 .. 2.375 .154 113 091 07J
2 .,, .. 2.875 .203 137 .110 oaa
3 .. 3.500 .216 167 135 108
4 .. 4.500 .237 .2 14 173 138 .110
5 .. 5.553 .258 265 214 171 .136
6 .. 6.625 .280 316 255 204 .162
8 .. 8 .625 .322 .410 332 265 .210
10 '"10.750 .365 511 ~·J 331 .262
i "12.750 .406 606 490 392 .311 _.,
• 1mond's IPS Pressure-Rated PVC Pipe coupl er
w .oets the requirements of ASTM D-3139.
'lnQult o l o r !llfa.ilabdity
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents tishniouthing.
2. Chevron sear for added pressure sealing ca-
pacity.
3. Compression seal -provides a saa: ur.der
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM 02241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
.[ 0 CW.Al: 0.0-t
f'....__ ~
Pipe A B 0
Siz<= lr.$:!r! S::d:ct O!:!:nct~:
,. J <I ~~ 3 118
3-4 5 l/4 -l 7/16
4" 4 I~ 5 I~ S· I~
6" 5 6 7 13/16
g· 5 I ~ 6 7/8 I 0 t/8
10" 5 31~ 7 IC. 12 IT.!
I ::! • 6 8 1/4 14 I J/16
Short Form
Specification for Diamond
PVC Irrig;~lion Pipe
A s T l\·1 • D 2 2 4 I -s D R 4 1 I 3 2 . 5 I 2 6 I 0 r2 1
Di~mond PVC Jr riga1 ion Pipe shall be made of
compounds conforming w ASTM 017&4 with a
cel l classification of 124548 . Di~mond PVC
Irrigation Pipe musl meet all the dimcnsion:JJ,
chemic:~!, :Jnd physical oc4uircmcnts ~s outlined
in ASTM 02241. -Annex . ANS!IASAE 5376.1.
~ud SCS 4 30-DD. :Jntl wil l be supplietl in 20 fool
laying lengths.
,
~-·
J
-10-
·. ·y:_·--\
i ~ . ' . . . ,.· .
/
FRICTION LOSS lN ALUMINUM & FVC PIPE
. P.S.l. FRICTIOK LOSS PER 100 FEET
-~--·-.• . ~lfllf!Jft IRRISAJIOlt PIPE 1i COUPLERS
..
SAL/
KIM.
. . . . . ·-~ ·~·:'-·:·· .. ·-
~
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20 · o.s . 0.1
30 1.1 0.2 -----. ~ 1.41 0.3 0 .• 1 -50 '2.9 ~.4 0.1 . -00 ~.1 O.b 0.1
10 s.~ o.s o.2 o.1 ---so 1.0 0.2 o·.t
9Q 1.2 . o.:s ··· o.1
100 1.5 0.4 .. 0.1
1.1 o.4 . o.1 o:t. -
2.0 o.s 0.2 0.1 -
2.i o.o o.2 o.t -
2.7 0.7 0.2 0~1
3.1 : 0.8 0."3 0~1
-.-
110
120
130
~~
150
. 16¢
-170
··!eo .
190
200
210
220
230
2~
250
260
170·
zgc
210·
3¢¢
310
320
330
~
~0
3b0
-
-
l.S 0.9 O.l 0.1 ~ -
3.9 1.0 0.3 0.1
~.3 L! · -0.~ .¢.1 --
--~;8 J~2 o.~ . 0.2
s.J t.3 o.~ 0!2
1.4 0 ~5 0.2
1.s o.s ·o.2 0.1
1.1 o.o o:2 o.1
1.8 o.o 0.3 0.1
i.o o.1 o~:s o.t
2.1 0.7 0.3 0.1
12.3 o.a ·. ·o.:s 0.1
--~ 2.4 o.a o.l 0.1
--. 2~ 6 . 0. 9 0. 4 0.1
--~ 2:7 0.9· 0.4 0.1
2..9 "1,0 0.4 0.1
3.1 · 1.0 o·.~ 0.1
:S.l 1.1 o.s 0.1
3.5 . 1.1 o.s 0.1
3./J 1.2 0.5 0.1
:s.s 1.3 0.5 0.1
: 370 - -
~.o · ·t.4 o.6 o ~1
•. 2 1.4 0.6 0.1
4. 5 1.5 0.6 0.2
~.7 l .b · O.b 0.2
5.1 1.7 · 0.7 0.2
380
390
400
420
«0
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~80
500
1. 9 0.8 0.2
2.0 0.8 0.2
2.2 0.9 0.2
2 .~ 1.0 0.2
IXS. I. D •.
6A!..l 10
KIM. 20
30
~
50
,• 60
70
eo
90
100
110
120
1}0
~~
... 1~0
160
170
. .1 .89_:
190
200
210
220
:rn
2~
250
2b0
T/0
2SO
m
300
310
no
3:30
~0
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3¢0
!70
380
390
400
~20
+40
~0
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5-00 •
P.S.l. FRlCTIIiX UlSS PER 1w FEET
PYC IRRl&ATIOK PIPE
2 l •• 5 ·6 8
·0.1 · -----. . ---
o:• 0.1 --. -. ---
o.e 0.1 --------
t.~ 0.2 ------
2.1 0.3 0.1 ------
2.9 0.~ o.J ------
3.9 0.5 0.1 ------
. s.o 0.7 0.2 0.1 ----
--0.9 o.i 0.1 ---;
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--1. 9 o.s 0.2 O;l --
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. --2.5 0.6 0.2 . 0.1 --
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March 24, 2005
J . R. Joshi
Division of Water Quality
Aquifer Protection Section-Animal Feeding Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Mr. Joshi
Michael F. Eas ley, Governor
William G . Ross Jr., Secretary
North Carolina Department of Environmen t and Natural Resources
A lan W . Klimek. P.E. Director
Di,ision of Water Quality
Enclosed is a copy of Dwight Naylor's most current certified animal waste management plan. His facility's farm
number is 82-663. I think this is all he needs to submit in order for his new permit to be issued. If you have any
questions please call me at 910-486-1541 ext. 730
Thank you,
l4J6~
Mark Brantley
Environmental Specialist
North Ca rolin:~ Division of Water Quality/Aquifer Protection Section 22 5 Green St.l Suite 714 Fa yen eville. NC 2X 30 1 Phone (910} 486-1541
FAX (910) 4:<6-0707 Interne!: h2o.enr .state.nc.us Customer Serv ic e 1-ll77-62J-6748
An Equal Opportunity/Affirmative Action Empklyer-SO"k Recycled/1 0% Post Consumer Paper
N~hCarolina
.Nnlurall!f
I 0~WAT£~ .p~~·.-oc... G')~'Y ·-r > . -
-· -i '0 ....... ~
. . . .
March 16, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dwight Naylor
D and H Farm
· 565 Naylor Rd .
Roseboro, NC 28382
Dear Mr. Naylor
Michael F. Easle y, Governo r
William G. Ross Jr., Secretary
North Carolina Deparunent of En vironment and Natural Resources
Alan W. Klimek, P .E . Director
D i vision of Water Quality
RECEIVED
MAR 23 2005
DENR-FA't'ETIDlli REGIONAL OfFlCE
This letter is in reference to yo~r Division of Water Quality inspection performed on March 2, 2005 by Mark
Brantley, Environmental Specialist. It was noted on your inspection report that you had not received your new
permit for your swine farm located on Hwy 242 outside of Roseboro, NC. In order for the Division of Water Quality
to send you your new permit it is necessary that you send us a copy of your current-Certified· Animat ·was'te
Management Plan. Piease send a copy of this information to the following address as soon as possible, but no later
than April1. 2005. If you have any questions please do not hesitate to call me at 910-486-1541 ext. 730.
NCDENR-Division of Water Qual_ity
Aquifer Protection Section
Attn: Mark Brantley
225 Green Street
Suite 714
Fayetteville, NC 28301
Thank you,
~11~
Mark Brantley
Environmental Specialist
North Carolina Division of Water Quality/ Aquifer Protection Section 22 5 Green St./ Suite 714 fayetteville, NC 28301 Phone [phone]
FAX [phone] Internet h2o.enr.state .nc.us Customer Servi ce 1..&77 -623-6748
An Equal Opponuo ity/ Affirmative Action Employer-SO'k Recyded'1 O"k Post Consumer Paper
N~~Carolina
/Vaturall!f
, .
••
PRODUCER:
LOCATION:
TELEPHONE:
Dwight Naylor
Hwy #:_2
RosetJoro, NC 28382
{91 0) 564 2257
TYPE OPERATION: Feeder-finish
NUMBER OF ANIMALS: 2160
(Design Capacity)
. .'t. . •
RECEIVED
11A~25 ~
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 applicati on 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 n itrogen 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 1 0 tons per year. Do not apply waste on saturated soils, When
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations . Wind conditions should also be
considered to avoid drift and downwind odor problems . To maximize the value of 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 1SA
NCAC 2H.0217 adopted by the Environmental Management Commission .
Page 1
RECEIVED I DENR I DWQ
Aquifer Protection Section
MAR 10 2009
... t
Amount of Waste Produced per Year (gallons. ft. tons. etc.)
2,160 animals X U (tons) waste/animal/year=
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,160 animals X 2..3
Guide Std . 633)
lbs. PAN/animal/year=
4,104 (tons) waste/year.
4,968 lbs. PAN/year. (PAN from N.C .
Tech
Applying the above amount of waste is a big job. You should plan t ime 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:
Tract
#
T1447
T1447
T1447
Field
No.
2
2
2
Ra
Ra
Ra
Soil
Type
Table 1:
Crop
Corn
Wheat.
Soybeans
'*see table 2 for crop rotation
ACRES OWNED BY PRODUCER
Lbs. N Acres
Per Acre
'11.7 6.82
120 6 .82
132 6.82
Total 6.82
Lbs.N
Utilized
797.94
818.4
900.24
2516.58
1,258.29
Month of
Application
March-June
Sept. -April
June-Sept.
*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 Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
..
Tract
#
T1447
T1447
T1447
T1447
T1447
T1447
Field
No.
1
1
1
3
3
3
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 2})
Soil
Type
Ra
Ra
Ra
Pn
Pn
Pn
Crop
Com
Wheat
Soybeans
Com
Wheat
Soybeans
Lbs. N Acres
Per Acre*
117 10.62
1QO 10.62
132 10.62
148 7 .79
144 7.79
172 7 .79
Total 18.41
Lbs.N Month of
Utilized Application
1242.54 March-June
1274 .4 Sept-April
1401 .84 June-Sept.
1152.92 March-June
1121 .76 Sept -April
1339.88 June-Sept.
7533.34 •two years
3,766.67
*residual for soybeans taken from com PAN
Totals from above T ables
Acres
Table 1
Table 2
Total
d Amount of N Produce
Surplus or Deficit
6.82
18.41
2 5 .23
Lbs .N
Utilized
1,258
3,767
5,025
4 ,968
(57)
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
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift , manmade
conveyances, direct application, or direct discharge during operation or land application .
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to property apply the waste. If the producer
does not own adequate land 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 1 0 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 so il incorporated
on conventionally tilled cropland. When applied to conservatio~ tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding . (See "Weather and Climate in North Carolina• for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No pending 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.
Pagef
.~ '
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 winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following :
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and 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 not to reach other property and public right -of-ways .
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by .
discharge or by over-spraying. Animal waste may be applied to prior converted 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 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.
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly fo r evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended ·or te rmi nated, the own er is
responsible for obtaining and implementing a •closure plan• which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regu lar 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 c r ops for direct human
consumption it should only qe applied pre-plant w ith no further applic ations animal waste
during the crop season.
21 Highly vis ible markers shall be installed to mark the top and bottom elevations of th e
temporary storage (pumping volume) of all waste treatment lagoons . Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volt,.~me for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be te sted at least an nually
at crop sites where waste products are applied. Nitrogen shall be the rate-detennining
element. Zinc and copper levels .in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained . Soil and waste analys is 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 was te shall be maintained for five (5) years.
Dead animals will be disposed of in a manner that meets North Car olina regulations .
23
Pageb
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: D&H Naylor Farm
Owner I 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 (OEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to s_urface 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 OEM upon request.
Name of Facility Owner:
.(Please print)
Dwight Naylor
Signature tJI;p/ d ~ Date
Name of Manager (l_f different from owner):
Signature : Date: ---------------------------------
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation : Private
Address (Agency}:
Page1
Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 25A reel
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ftlmin) (in/hr.) Width(ft.) Length(ft) (feet) (ln~s) a t Gu..o!psi) a t reel(psi) Pattem Co nments-Acres per pu ll
F1,H1 2.72 0.48 142 318 270 £o.as5 ) {60 ) 105 220 1.71
F1,H2 2.26 0.32 200 712 270 0~ 00 105 330 4.28
F1,H3 2.72 0.48 210 870 270 0.895 60 105 220 4.63
F2,H4 2.72 0.48 183 890 270 0.895 60 105 220 4 .00
F2,H5 2.72 0.48 220 410 270 0.895 60 105 220 2.82
F3,H6 2.72 0.48 185 415 270 0.895 60 105 220 2 .02
F3,H7 2.26 0.32 232 655 270 0 .895 60 105 330 4.11
F3,H8 2.26 0.32 232 100 270 0.895 60 105 330 1.66
.
"
Sheet4 ..
TABLE 4 -Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler (gpm) (141 )
Operating Pressure at Pump (psi) lJ8.5
Design Precipitation Rate (inlhr) 0.29
Hose Length (feet) 890 xxxxxxxx
Type of Speed Compensation Mechanical xxxxxxxx
Pump Type (PTO, Engine, Electric} Engine
Pump Power Requirement (hp} 17.7
TABLE 5 -Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq . ft.)
90 degree bend 4.94
Dead End 3 .5
Tee 2 .45
Gate Valve 3.5
45 degree bend 2 .66
Paget{
SheetS
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw,NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
' I
I 1. A scale drawing of the proposed Irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable;
2. Assumptions and computations for determining total dynamic head and horsepower requirements. 1!
3. Computations used to determine all mainline and lateral pipe sizes.
4 . Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE. '
8. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all re levant factors al a particu l~r site and
address them as appropriate.
9 . Irrigation pipes should not be installed In lagoon or storage pond embankments without thE! approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
SheetS
Narrative of Irrigation System Operation
This system design is for an existing system utilizing above ground aluminum piping, and converting to an underground
dry-hydrant system. For this reason, 'wetted' acreage criteria .have been used for the purposes of this design .
Setbacks used include 100' from supply wells, 200' from residences , 25' from ditches and/or streams.
These setbacks are based on the siting dates of the sprayfields used.
Producer is familiar with the equipment being used for this system. Any questions on winterization, start-up,
etc ... should be referred to the irrigation dealer.
Sprinkler Specifications .
Sprinkler Type: Nelson 1 00
Nozzle Size : 0 .895 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 141 gpm
Wetted Diameter: 270 feet
Lana Spacings
Desired Spacing(%}:
Design Spacing(feet):
Actual Spacing (feet):
Actual Spacing(%):
Application Rate
70%
189 feet
200 feet
74%
Sheet7
CALCULATIONS
220
81
Application Rate = (96.3xFiowrate )/(3.1415x( .9xradius )squared)
Design App. Rate =
330 degree arc =
220 degree arc =
180 degree arc =
Traveller Speed
0.29 in/hr
0 .32 inlhr
0.48 inlhr
0 .59 in/hr
Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app. (in.)=
330 degree arc=
220 degree arc =
180 degree arc =
Majnl!ne Velocity
0.5 inches
2.26 ft/min
2.72 ft/min
4 .53 ft/min
Velocity= .408 x Flowrate I pipe diameter squared feet/sec.-
**For buried pipelines , velocity should be below 5 feet per second
Pipe size : 4 inches
Velocity= 3 .60 ft/sec.
Page 1 ~
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance:
1
1200 feet
Sheet7
Friction Loss Is figured using Hazen/WIIIiam•s Equation
Friction Loss= 1.09 feet/1 00 feet
Max. Mainline Loss ·= 13.1 feet or
Total Dynamic Head
Sprinkler Pressure:
loss through traveller:
Elevation head:
Mainline loss:
Suction head and lift:
5% fitting loss:
60 psi
45 psi
0 psi
5.7 psi
2 .2 psi
5.6 psi
5.7 psi
TOTAL(TDH) = 118.5 psi or
Horsepower Required
Horsepower= Flowrate x TDH(feet) /3960 I Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
orsepower Required: 17.7 Hp
Thrust Blocking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust:
Soil Bearing Strength:
End Cap:
90 degree elbow:
Tee:
45 degree elbow:
4200 feet
1200 feet
3.5 ft2
4.9 ft2
2 .5 ft2
2.7 ft2
Pipe Pressure Ratjng Check
Pressure Rating of Pipe to be Used :
Max. Pressure on system when running :
70% of Pressure Rating :
200 psi
118.5 psi
140 psi
273.7 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page aJ3
Sheet7
Net positive Suction Head Check
NPSHA: 20
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Pageif r(
Eull.1t Width
1 142
2 200
3 210
4 183
5 220
6 185
7 232
8 232
Sheet a
ACREAGE CALCULATIONS
1..ength Start End
318 0.42
712 0.56
870 0.44
890 0.26
410 0 .53
415 0.26
655 0.62
100 0.62
Sto~ Emf ~uliA~s
0 .25 1.71
0 .45 4.28
0 4.63
0 4.00
0.22 2 .82
0 2.02
0 4 .11
0.51 1.66
25.23
/
Paget.-,
Ei~ldtJ. Eield 8g:es
1 10.62
2 6.82
3 7.79
...
'.~
. _ ....
Engine Performance Curve ·~
JOHN DEERE
Rating : Gross Power
Application : Industrial -Continuous
300 Series Engine
Model : 40390
71 hp @ 2500 rpm
53 kW @ 2500 rpm
-
: : : : : : ; : : : . : : : ~ : : : ···;····:·-·:···· ---:····:···:···· ···::···;···:···· ···:····:···:d ···;----:···:··· ···:····:···:··· ·: : : : : : ... ···:···-:·-·:··· ···:····:·-·:··· ···:·-··:···:···
200
(271) ~ -•••{••••f•••i•••• oO.~oooo~ooo~OoOO oh1oooofooo~oooo o0010000~UOiO OU U010UOf •••1••H 00 0100 00f···i···
.... r···r··r·· ···r···r ··;··· ···r···f···r··· ···r···r ··r·· ···r···r··r·· --·r···r··r··
--~HO O~OOO ~OO O O O O o~oooo~ooo~HO OOO{ooOo~--~OH
: : : : : : : : :
..... -~·-··:-···-:··.. .. ... !"". ·: ••• ~--•••• -~·-:·--~---
: ! : : ; : ~ : :
~
180 :!;!·
(244) I ·
G) :s
160 e-
~ (217) -;: 80 ~ (60) -c.
.&:
... 60
cu
3: (45)
0 a..
cu ~ 40
CQ (30) ... m
20
(15) -·.C :: ~
0.40 c, -(242) ... .c c.
.&:
0.36 15
• I • • • o o o • • o o o o o o o o o o , o o 0 I 0 o o o o o o o 0 o o 0 0 0 0 o o 0 o o o o 0 0 ° ... :····:···:···· ···:····= ···:···· ···;····:···:···· ···:····:-·:··· ···:-···:···:··· ---:-··-:·-:··· ···:····:···:···· ···:····:···:-·· ····:···:····:··-
---~----~---!----... .:. ---~---: ....... :----~---~·-·· ._:. .... ~---~--·----~----; .... ~---· .... :...--~---'·--... .: .... $ .... ~---· .•• : •••• ;._.:... ·--1----~---~····
··++·+·· ··++·+·-··++·+·· -·++·+· ··++·+· ··+:+:+·-··++·+·· ··+++·· ·++·~
• 0 o o o I o ' o o o 0 0 o I 0 0 I : : •: : : : :::Ei:::~j!j ::· =;~:;~~~;E;~~~Ti :FEE: .:.r:yc.lJJ
(218)
a;
:s u. :FL 1
• :ilf ttL •lll i••EH ~;::t:t:t::t•H• ::tfi:: ::r!::t:
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed -rpm
Air Intake Restriction --12 in.H20 (3 kPa) Exhaust Back Pressure-30 in.Hp (7.5 kPa)
Gross power guaranteed within + or • 5 'Yo at SAE J1 995 and ISO 3046
conditions: 77 •F {25 •C) air in let tempe ratu re
29.31 in.Hg (99 kPa) barometer
Certified by: CUNe 40390711C
Source Factories:
104 •F (40 •C) luel inlet temperature
0.8531uel spec ifiC gravity 0 60 •F {15.5 •q
Conversion factorS: Powe r. kW: hp x 0.746 .
Fuel: 1 gal = 7.1 lb, 1 L ., 0.85 kg
To rqu e: Nm = lb-lt x 1.356
Al l values are from currently avai l able data and are su bject to cha ng e· with out notice .
/h
Dubuque, Saran
Date: 09-93
Sheet 1 of 2
• Revised data_
r ·
\
\
I
\ .
BERKELEY PUMPS 'CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "8" RATING CURVES
ENGINE DRIVE
SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
CoM: Motoolol C,l, PoLIN. 11-186, MIOCf\.IM. K--1863 ValltOIIS 11.,... e,-
......-: Mototlol C.l. ,. ... ,.., L-,001 .. _,.., l-,0'8 DtL 1}-1/2" Full. !!.!,;:;.~*"
Haii"U" WOUIIIO P~IUu•c 247 PSI .,_,9 U.tO
C-7048 ,., .. .., T-2554 s... ...... , C-7048 OaiM 10-27-71 Ooto }-29-72 MODEL 83JQ8M
Modo. PI& IV... •
Dlo. 10•7/16" f'ULL
400
-..... -·-----........ __
E9 5 470'
:ss <9 5'
80S SIS'
n~· !
'10 470 '20' ,.:. ... oo· ~1!. .c~s· ~e ~. "~· •os• (tO •25' sss ·~· 630 •ss · ••S -~~o· 'J I ~· ••o· S'i'.l ·~s· tr " :7\)' J!t. <75 ;"
..
(:1 5' s ~s •ss· 625 <70' 71 5 <a5'
"~s · 500 ··~· !. :-:~ <65' 6&-: •sa· 7!1~ ~·X'' Qs' 525.>·· 455' 60S 475' 595, (9()' 790 510 '
.t.C!t ~-·~ •65' ,~ . .,, .a ~· ;:~ .......
Turbine and Engine Drive Water/Slurry Reels• ..
Radial Inflow Turbine -The heart of the drive
system. Tnis extremely efficient turbine mctor
delivers quiet. smooth. continuous power.
Engine Drive - A gasoline engine replaces the
turbine mct6r. Engine drives are usual;y selected
when the water contains solids that will plug tne
turbine. also when It is critical to avoid the 10 psi
pressure Joss ac;oss the turbine or If there is a
high speed requirement.
Standard Features
• Automatic Shutdown for the
turbine or engine.
• Heavy Duty Chassis and frame. ·
. • Retraction Speed Indicator.
• Pressure Gauge.
•Infinitely A~Justable Speed Ranges.
• Speed Compensator.
• Miswrap Safety Stop.
• PTO Rewind. Drive shaft optional.
• Gun Cart with adjustable wheel width .
• Tube Guide to insure proper packing of tube.
• Ball Be~rlng Turntable .
• Nelson Slow Reverse Gun. Alternative guns
available but perfonnance may vary.
• Gun cart Lift.
• Stabilizer t.:.egs • Heavy Duty. (Crank down on
the 25A, 27A a 30AS. Telescope styie on the
21A & 23A.)
• SUpply Hose 3 ln. x 30 ft . wilh 4 in. ma le ring
lock coupler on Inlet end.
Polyethylene Tube· Only PE tube designed
and constructed for the constant coiling and
dragging is considered for use on Ag-Rain
Water-Reel$. The tubing is backed by a 5 yea r
pro-rated w~rrar.ty.
P.E. Tube ~epair -A simple "screw-in" mende r
is available for repairing the PE tube should it
become damaged fo: any reason.
Performance Guide
&yll!m I 'Syst1111 Sprlllklu "Width Le~gtn Ams
Model FlOOJIUtt . hilt Pru-lrrltlled lrrtpllld ., ..
IG.P.M.) : 1115:14-= . -(P.!.I.) (F\.) (It) SD~p
'
21A 50 ! n 50 150 735 15
70 i 92 60 155 738 18
wilh 80 99 60 160 740 20
Nelson 90 108 60 185 743 23 SR100R 100 ~~3 60 170 745 26 Sprlrlkl&r 110 ~22 60 175 748 28
23A 80 87 60 155 sn 20
with 90 92 60 155 582 23
Nelsor; 100 95 60 170 688 26
SR100R ! 12(1 11$ 70 180 690 31
i Sprinkler ' 140 127 70 190 695 36
I 25A 80 87 60 160 955 20
wilh 100 94 60 17D 960 26
i ~Jelson 120 1()6 60 180 970 31
i SFI 100R 14() 12fi 70 190 975 36
Sprinkler 160 140 70 200 981 4~
27A 110 89 60 170 900. 28
120 92 so 180 910 3D
with 140 110 70 190 915 36
Ne;son 160 118 70 200 .917 41 SRlOOR 180 127 7D 205 920 I 46
SprinKier 200 138 70 210 I 925 ;· 51
I 30AS 140 85 60 195 758 i 36
with 160 100 70 203 762 t 41
NsiS;)O 200 109 70 217 769 50
SR15CA 250 122 70 231 775 63
Sprlnltler 300 140 70 245 783 -76
70~. of weue:1l\,Cfth ·S~'Sl(JIT, ne! press;.~re car. Je reduceo by 1 o pst h;;;, an t r.gsne eu~e os 1-sed.
Specifications
Model 21A 23A 25A 27A 30AS
PE Tube I.D. (Ins) 2.1 2.3 2 .5 2 .7 3.0
PE Tube Length (it.) 660 600 880 820 660
O;y Weight (lbs) 1800 1800 2800 2800 2800
Weight with water (lbs} 2800 2800 4500 4500 4500
Tire size -155 R14--175170 R14-
Shipping Dim (ft. ·ins.)
Length (w/o Gun Cart) 9·8 9·8 11 ·8 11·8 11-8
Width 5·10 5-10 6 -9 6·9 6-9
Height (on wheels) 6-10 6-10 7-11 7-11 7-11
(.]
e
I
O. D. Kl\
J.D. JKS.
GALl 10
JUM. 20
30
~
50
60
70
BO
90
100
110
120
130
HO
150
160
170
lBO
190
200
210
220
230
240
250
2b0
270
280
290
. 300.
310:
320
330
340
350
360
J70
380
390
4-00
420
H~
460
~80
500
FRICTION LOSS IN POLYE'11IYLENE HOSE
P.S.I. FRICTIOK LOSS PER
100 FEET pOl YETHELIHE JRRIGATIOH H05E lllATERl
135 125 120 110 90 82 75 63 so 40
4.5 4.1 4.0 3.7 3 2.7 2.5 2.1 1,60 1.30
--0.9
----------------
--------------1.1 3.1
.....
----------------2.3 6.6
--------------1.4 4.0 11.2
---------·-----2.1 6.0 16.9
------- -
----1.2 2.9 8.4 --
----------1.0 1.6 3.9 11.2 --
----------1.3 2.0 4.9 14.4 --
--•..J.-------1. 6 2.5 6.1 ----
--------1.1 l. 9 3.0 7.5 ----
--------1.3 2.3 3.6 8.9 ----
--------1.6 2.7 4.{' to.S~-1 ----
------0.7 1.8 3.1 4.9 ------
------O.B 2.1 3.6 5.6 ------
------0.9 2.4 tl 6.4 ------
------1.0 2.7 4.6 7.2 ------
------1.2 3.0 5.2 B. I ------
----0.9 1.3 3.4 5.7 8.9 ------
----1.0 I. 4 3.7 6.3 u ------
--0.9 1.1 1.6 4.1 7.0 --------
--o-. 9 1.2 1.7 4.5 7.6 -·-------
--1.0 1.3 1.9 4.9 8.3 ------
--1.1 1.4 2.1 5.3 9.0 --------
--1.2 1.5 2.2 5.7 9.8 ------
0.9 1. 3 1.6 2A b.2 ----------
!.0 1.4 1.7 2.6 b.b
.
----------
1.0 1.5 J . 9 2.8 7.1 ----------
1.1 1.6 2.0 3.0 7.6 ----------
1.2 1. 7 2.1 3.2 B. I ----------
1.2 ·1.8 2.2 3.4 B.o ----------
. 1. 3 1.9 2.4 3.6 9.2 ----------
1.-4 2.0 2.5 3.8 9.2 ----. ------
1.5 2.2 2.7 4.0 ------------
1.6 2.3 2.8 4.2 ------------
1.7 2 •• 3.0· 4.5 ------------
1.7 2.5 3.2 4.7 ------------
1.8 2.7 3.3 4.9 ----------- -
1.9 2.8 3.5 5.2 ------------
2.0 2.9 3.7 5.5 ------------
--
2.1 3.1 3.8 5.7 ----------
2.3 3 .~ ~.f b.J ------------
2.5 3.7 ~.b 6.8 ------------
2.7 4.0 5.0 7.4 ------------
3.0 ~.3 5.4 8.0 ------------
--------
3.2 4.6 5.8 ------
;;ze
. ' .· J ,,
. \ ~~
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to ·steel
orCA pipe . This connection can be made with a coupling called a ..
transi~ion or repair coupling. In -line valves can be supplied \·lith
connections to ~asket pipe.
Thrust blocking is required for gasket pipe . t1ost thrust blocks
will be concrete .. Hanufacturers recollJTiended thrust blocks at any
change in direction greater than 10°. Figure I ·gives an example of
different arrangements for thrust block~. I .
L
r
Fi gure l . Exa mp l e o f di f f e r ent a r r a ng ements for t hr ust b l ocks.
I
-5 -~
t ': s • • : • • ·~· ,
. . ~.~ :
.-)
. I
I ..
( JFi_gure 2.
. .
Anchorage hlocks for in-line va1ves .
1 Table 1 is the forces encounte-red at end plugs . to calculate ·
forces encountered at bends, tees and wyes, multiply the fi gure in
Table 1 by the factors given in Table 2 . ---
Table 1. Thrust W at End Plugs
Th t . l b f t t rus 1n s. o_r es pressure 1n ps1
Pi~e Oi.ameter 100 PSI 150 PSI ( 206 --PSI 250 ~SI
inches) r-----....
1~ 295 440 590 740
2 455 680 910 1140
2~ 660 990 132"0 1650
3 935 1480 1970 2460
4 18 20 2720 3630 454 0
. 6 3740 5600 7460 93 50
8 6~·go-97 40 13,0GO 16,200 .
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 . 26,600 39 ,800 ·53 , 100 66,400
.·
·-;-\: ... · \
·-!
.
~.=. ~·.
F•' •
,·
: ..
~ ,, ' :: ... . '
,.
h . . -~
I ~
4-lnch
FRICTION LOSS ·cHARTS
FOR DIAMOND PIPE :
IPS DIMENSION
5-lnch 6-tnch 8-lnch 10-lnch
a
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
'• I
150
160
170
180
190
200
220
240
2"60
280
300
320
340
360
380
400
420
440
460
480
500
550
600
650
700
750
800
850
900
950
1000
1050
1 iOO
1150
1200
1250
1300
1350
1400
1450
1500
1600
. 1700
1800
1900
2000
1.11
1.26
1.41
1.57
1.73
1.90
2.28 .81
2.67 .95
3.10 1.10
3.56 1.26
4 .04 1.43
4.56 i.62
5.10 1.82
5.67 2.02
6.26 2.22
s:go 2.45
. 2.~9
2.92
3.18
3.44 .
3 .70
Table based on Hazen-Williams
equation..:_Cw = 150
1i To find friction head loss in
PVC pipe having a standard
dimension ratio other than 21 ,
the values in the ta ble should
be multiplied by the
appropriate conversion factor
(F) shown below:
SOA PR F
21 200 PSI 1.00
26 160 PSI .91
32.5 125 PSI .84
41 100 PSI .785
51 80 PSI .75
64 63 PSI .7 1
.34 .09
.40 .10
.46 .12
.54 .14
.61 .17
.69 .19
.77 .2 1
.86 .24
.95 .26
1.04 .28
1.14 .31
1.25 .34
.1.35 .. 37
1.4 6 .41
1.58 .43
1.89 .52
2.22 .61
2.58 .71
2.96 .81
3.36 _j@_
3 .78 1.04
4.24 1.17
4 .71 1.30
5.21 1.44
5.73 1.58
1.73
1.88
2.05
2 .21
2.39
2.57
2 .76
2.95
3 .16
3 .35
Loss below bold line indicates veloci ti es in excess bl S tee l per second . Vel~cilies which exceed 5 !ee l per se co nd are nol recommended . ~ '}
.10
.. 10
.11
.12
.14
.15
.18
.2\
.2 4
.28
.3 2
.36
.40
.44
.49
.54
.59
.65
.70
.76
.82
.88
.95
1.01
1.08
1.1 5
1.30
1.45
1.62
1.79
1.9 7
12-lnch
.060
.083
.096
.110
.. 125
.1 41
.1 56
.1 75
.1 94
.213
.233
.254
.2 76
.298
.322.
.346
.37 1
.39 7
.423
.451
.508
.568
.632
.698
. 767
.840
_..
. ...
A
, w Diamond ASTM D-2241
IPS Pressure-Rated PVC Pip_e
Approximate Coupler Dimensions
l· i .
I
I
I
I
I
I
I
I
I
I 1-----c-----
1
I
I
I
I
Size
A
0 .0 .
G9sket R?~ce
c
Socket Depth
H . 2 3 .166 4.500
2Vz 3 .719 6 .000 .
6.000
();
3 4.434
4 5 .603 5 .000
6 8 .252 6 .250
8 10.420 6.500
10 12 .762 7.500
12 14 .952 7.500
.0-2241 Pipe Dimensions
Minimum Wall Th ickness
0·1111~ SOA-1)) SOA-21 SOA-26 SOA·lH SOA·.,
S•U c.o Scn.•O )l~ PSI 200 PSI 160 PSI 12~ PSI •OOPS•
'h'" .840 .109 .062
1/, .. 1.050 .113 .060
1.315 .133 .063
I 't. .. 1.660 .140 .079 064 056
I '/: .. 1.900 145 . 090 .073 058
2 2.375 .154 113 091 073
2 .,, .. 2.875 203 137 .110 068
3 .. 3.500 .2 16 167 135 106
4 .. 4.500 .237 214 173 138 .110
5 .. 5.563 .258 265 214 171 .136
6 .. 6.625 .280 )16 255 20~ .162
8 .. 8 .625 .322 .410 332 265 .210
10 "10.750 .365 511 413 33 1 .262
""1 2.750 .406 606 490 392 .311
• 1mond's IPS Pressure-Rated PVC Pipe coupler
w .clels the requirements or ASTM D-3139.
·tnovtro l or availabotily
Diamond
Gasket Specifications
-=----~~--~ ~-------~~---
1. Gasket configuration locks gasket in place and
prevents fishniouthing .
2 . Chevron seal for added pressure sealing ca·
pacily.
3 . Compression seal -provides a seal under
vacuum.
4 . Wiper beads to clean spigot end .
Diamond ASTM 02241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
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ASTM-D2241-SDH41,32 .5,26,or21
Diamond PVC lrrig31 ion Pipe shall be made of
compounds conforming w ASTM 017!!~ with a
c ell classi fica1ion of 124 54 B. Di:ullllntl PVC
lrriga1ion Pipe mu s t 11\CC I all 1hc dimensional .
chemic~!. a nd physical t c:qu ircmcnls as ou1lincd
in ASTM 02241, -Annex. ANSI/ASAE 5)76.1.
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380
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CD

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. -
.PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
Dwight Naylor
Hwy;j_2
Roset::>oro, NC 283~2
(91 0) 564 2257
Feeder-finish
NUMBER OF ANJMALS: 2160
(Design Capacity)
RECEIVED
MAR 23 2005
DfNR ... FAYrnM.l.E REGIONAL OffiCE
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 useg 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 ifl an environmentally safe
manner. Always apply waste based on the n~~q~ qf 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 1 0 tons per year. Do not apply waste on satura ted 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 OEM regulations . Wind conditions should also be
considered to avo'id 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.
}his waste utilization plan , if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1
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Amount of Waste Produced Per Year (gallons ft. tons etc.)
2,160 animals X U (tons) waste/animaVyear =
Amount of Plant Available Nitrogen (PAi,J) Produced Per Year
2,160 animals X U
Guide Std . 633}
lbs. PAN/animaVyear =
4,104 (tons) waste/year.
4,968 lbs. PAN/year. (PAN from N.C.
Tech
Applying the .above amount of waste is a big job. You should plan time and have appropriate
equipment t~ 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:
Tract
#
T1447
T1447
T1447
. -
Field
No.
2
2
2 "
..
..
Ra
Ra
Ra
Soil
Type
.. ·---
Table 1:
Crop
Corn.
Wheat
Soybeans
. --. -.. . ,
*see table 2 for crop rotation
ACRES OWNED BY PRODUCER
Lbs. N Acres
Per Acre
117 6 .82
120 6.82
132 6.82
Total 6.82
Lbs.N
Utilized
797.94
818 .4
900.24
2516.58
1,258.29
Month of
Application
March-June
Sept.-April
June -Sept: · ·--.
.
•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 a_nd K may be over applied while meeUng the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutdent management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page2
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1
Tract
#
· T1447
T1447
T1447
T1447
T1447
T1447
Field
No.
1
1
1
3
3
3
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if op~rator does not own adequate land (see
Required Specification 2])
Soil
Type
Ra
Ra
Ra
Pn
Pn
Pn
Cr~p
Corn
Wheat
Soybeans
Com
Wheat
Soybeans
-
Lbs. N Acres
Per Acre•
117 10.62
120 10.62
1.32 10~62
148 7.79
144 7.79
172 7.79
Total 18.41
Lbs.N Month of
UtUized · Application
1242.54 March -June
1274.4 Sept-April
1401.84 June -Sept.
1152.92 March-June
1121.76 Sept-April
1339.88 June.-Sept.
7533.34 *two years
3,766.67
*residual for soybeans taken from corn PAN
.
Totals from above Tables
Table 1
Table 2
Total
Amount of N Produce
Surplus or Deficit
Acres
6.82
18 .41
25.23
d
Lbs.N
Utilized
1,258
.3,767
5,025
4 ,968
(57)
NOTE: The Waste Utilization Plan must contain. provisions for peri odic 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.
Page3
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1
2
3
4
5
6
7
REQUIRED SPECIFICATIONS
Animal waste shall ·not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application. or: direct aischarge during operation or land application .
Any discharge of waste which reaches surface water is prohibited .
There must be document~tion in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the ~aste . If the producer
does not own adequate land to property dispose of waste, he/she shall provide a copy of
an agreement with a l~mdowner 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.
Anima( waste shall be applied to meet, but not exceed, the nitrogen needs for rea li stic crop
yields based on soil type, avail~ble moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients ..
Animal waste shall be applied to laryd ~r.oq i ng _te ss than 5 tons per acre per y ear. W a ste ·
may· be applied to land that' is' er.oding at 5 or more tons, but less than 1 0 ton s per acre per
year providing grass filter. strips are installed where ru~off leaves the field. (See FOTG
Standard 393-Filter Strip).'
Odors· can be reduced by injecting the waste or disking after waste application. Was te
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be appiied on acres subject to flooding, it will b e soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland.
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
Liquid waste shall be applied at rates not to exceed the soil infiltratio n 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 applica~ion. No ponding should occur in order to control odor or flies .
8 Animal waste shall not be applied to saturated so il s, during rainfall events, or when the
surface is frozen.
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I 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 grow~h . 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 ~utrient loading rates on U]ese soils should be held to a
min imum and a suitabl~ winter !?over 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 not to reach other property and public right-of-ways .
15 Animal waste shall not be discharged into surface waters , drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted 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 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, ::.inks, etc., shall
not be discharged into the animal waste management system .
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REQUIRED SPECIFICATIONS
(continued)
A _protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments·, berms, pipe ·runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal productiof) at the facility is to be suspended o r t erminated , t he owne r is
responsible for obtaining and implementing a "closure plan " which will eliminate the
possibility of an illegal discharge, p_ollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regulai
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 consumpt ion. However,· if animal w aste is use d on crops f or direct human
con sumption it should only be applied pre-plant with no fu rther applications animal was te
during the crop season .
21 Highly visible markers shall be installed to mark the top and bottom el evations of the
temporary storage (pumping volume) of all waste tre atment lagoons. Pumping shall · be
managed to maintain the liquid level between the markers. A marker will be require d to
mark th e maximum storag e v olume fo r wa ste storage ponds.
22 Waste shall be te sted w ith in 6 0 days of utilization and soil sh all be tested at least ann uall y
at crop sites where waste products are applied . Nitrogen sh all be th e ra te-determining
element. Zinc and copper level s in the soil shall be monitored and alternative cro p sites
shall be _ used when these metal approach excessive levels . pH sh all be adju sted for
optimum crop production and maintained. Soil and waste analy sis r ecord s shall be kept
for five years . Poultry dry w a ste application. records shall be maintain ed for three (3)
years . ·Waste application re cord s for all other waste shall be m a intaine d for five (5} years .
Dead an imals will be dispos ed of in a manner that meets North C aro li na regulations.
23
Page6
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A . Farm Perm it or DWQ Identification Number Dwight Naylor 82-663
B. Lagoon Identification 1
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 12/8/2011
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid !~Urface to the top of the sludge layer.
remote control boat w/ depth sonar
b. Distance from the .lagoon liquid surface to the bottom (soil) of the lagoon .
pvc pipe
c . Thickness of the sludge layer if making a direct measurement with "core sampler".
F . Lagoon Surface Area {using dimensions at inside top of bank): 0.97 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points :
a . Less than 1.33 acres: Use 8 po ints
b . If more than 1.33 ac. acres x 6 = 838 , with maximum of 24. -----(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed . Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey , also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (m easure at the lagoon gauge pole):
J . Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon re cord s)
K . Determine the distance from the Maximum Liquid to the Minimum Liquid level :
{u se lagoon management plan or other lagoon reco rds)
L. Calculate the di stance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming th e present liquid level is below the Ma ximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the pre sent liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the d istance from th e present liquid surface level to the top
of the sludge layer (average for all the measurement points):
0 . Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P . Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L):
Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do no
DENA-FRO
MAR 0 9 2012
OWQ
1.0
1.6
2 .0
1 .0
8 .0
3.2
4 .8
2.2
2 . 7 at pump intake
Completed by: Curtis Barwick Date: 12/8/2011
Print Name /Sign ature
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge-free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form (Items 0 and P , respectively). In this example. the average sludge
layer thickness is 2 .5 feet and the existing liquid treatment zone is 3 .5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations• may be used.
Example Your lagoon
1. Average sludge Layer Thickness (T) 2 .5 ft. 4 .8 ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft. 10.6 ft.
3 . Slope = Horizontal/ vertical side slope (S) 3 3.0
4 . Length at the top of inside bank (l) __ 4..;..57.;...___ft. 213.0 ft. -----
5 . Width at top inside slope rN) __ 2;;;;2;;.;9~_ft . _ ___..;..19;;....7..;...0;......__ft.
6 . Length at midpoint of sludge layer L.n = L-2S(D-(T/2)) 398 .5 ft. 163.9 ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2))
8. Volume of sludge (Vs) Vs=Lm Wm T
9 . Volume in gallons: Vsg=V•7.5 gal.lfe.
10. Thickness of existing liquid tmt. zone (Y)
11 . Thickness of total treatment zone (Z) Z= T + Y
12. Length at midpoint of total tmt. zone Lz = L-2(S)(D-(Zl2)
13. Width at midpoint of total tmt. Zone Wz = W -2(S}(D-(Z/2)
14. Volume of total treatment zone (Vz) Vz = Lz WzZ
15. Ratio ( R ) of s ludge layer volume to total Treatment Volume
R = VsNz
170.5
169,860
1,273,950
3 .5
6
409
181
444,174
0 .38
-----
ft. 147.9 -----
ft3 116,386
gal. 872,894
ft 2.2
ft 7.0
ft . 170.5
ft. 154.5
ft3 184,441
0 .63
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for infonnation
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (OSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio .
Then, R = (Vs-DSSV) I (Vz-DSSV)
Example: If DSSV = 85,000 ft3 , then R = (169,860-85,000) I (447, 174 -85,000) = 84,860 1362,174 = 0 .24.
16. Design sludge storage volume (DSSV)
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume
85,000
0 .24 0 .63
ft .
ft3
gal.
ft
ft
ft.
ft.
fe
. ' ...
PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number:. __ .:..,?_;z.._-....:6~6_3 __ _
F_acllity Name: /J W ,) it 1-ttl_~ /c-.-
County:. __ ~--~~=u-;=-g..,;.a._ __
Certified Operator Name: Pw/ Jt..r-H?le-~~~---------------
-Attach a copy of lagoon Sludoe Survey Fonn and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon 1 laQQ002 laonon3 Lagoon4
...
Lagoon 5
a .-Lagoon Name/ Identifier ... I .. . .. .. . '. .. . .. -· . . . ..
b . Total Sludge Depth (ft) 4.r
c. Sludge Depth to be -Removed for Compliance
(ft)
/.)
d . Sludge Volume to be
Removed (gaUons) 3;) ~ tJO ·lJ
e . Sludge PAN ro ~ (lbs/1000 gal) J(~~
f. Liquid PAN
(lbs/1 000 gal) ~-)~
g. PAN of Sludge (lbs) "jJbc (d xe)/1000 t;.._,kJ
Compliance nmeframes:
Lagoon6
-. ' ·-
tf the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Documont 1 .26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non--compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original s ludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels, owa may require the owner to develop a sludge management plan that meets the
requirements of SB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of2
.•
NARRATIVE: Use this section to descrfbe the method(s) that will be used to lower the sludge
depth. If microbe use Is planned, specify the product to be used.
fr .1~c-~~~J ·h
;>._cJI l-: ( ~~~~
rt ~-s-l~ , .. rJ.-~r) d~
r !.{ ~Ntc ~ {e_£, . .l.OIL)
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the Information is accurate and
correct. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey Indicating non-compliance.
Sludge Survey Date: __ J_l._-f'~--1_1 __ _ Compliance Due Date:/ J -i ·) 0 I L.
Fcilityr/Manager (print}
Gitfi-·-t. ~~ FaiitY OWnerfM~ (Signature)
Date:, ___ /_2._4_-1_1 __ _
SPOA 3-22-2010
Return this form to:
Animal Feeding Operations Unft
NC Division of Water Quality
1636 Mall Service Center
Raleigh, NC 27699-1636
Page2of2
..
RECEIVED
Mlt381
OENR-FAVETmru.E REGIONAL OffiCE
r: a .:il i tj N J :-:;~: 72 ~~j If i-A-/#7/c7 -<.-
Cert i ;ie~ O;:>er a tor N '"'" ,.;0 k/ :y4 f L 'AJayf) r 0"'" otor ;:, _.J_l_1~~l£...._._.,os=~2+----
La·::ocn 2 ! L!:CCC~ j \ L ac:cor. 4 L ac·Jcn 5 I L:~c:ccr. 6 I
I
\ a . La~cor. Nar..e / Id en tifie r .\ I
; .I I
I I I !
I 1
l 1 I \ I l b . Total Slud .;e Depth (ft)' I I
I '/fl I I
1 c . Slucg e De;:n h to t;e I i I I \
1 R e ~o ve d fo r C(:mplia;,c e ol I ·0 I {ft) ' l d . S lu dge Volur..e tc. b €
I /6•',oJ I I i Re move~ (gallons ) . I \
: e . Sludge PAN I I
I I i l (lc s/1000 g a!) 1/.2.-/y l
i I
t. Li(iuid PAN I I • I I (lbs/ 1000 ~a I 1 1), I
I
;. ? . .;."o r s :uc.;e (itsi . ?2-t~ l I
( d '( e )11 .JOC I \ ' :;<0 o ,
! QU i
I
I
I
I
\
i
I
I
I
I
I
I
J
\
!
t.l1~ f f .w.
N~Kr!.!.TI\':: Us e this se:~t on to des:r i b~ rhs me:hod (~} tha: Vi ii! b~ use ~ t o lower th -:-siudg-=
d~;:>~h If mi:robo? use is planned, specify ~he p r o du·:t to be-1.15e:L
Oel))q~---/u,~rr Jh~/
1-.b? f} !}ff%·;_qf;~ (]
I hereby certify that I ha v e reviewed the inforrr.ation listed abo v e and in:.:luded within the at t a~hed
Pl a n of Ac tion, and t o the be st of m y knowledge an d ability, the inform ation is accurate and
correct. 0ft0) S 6 Cj-;2 :2 S 7
l_ I Ph one& /0 2 3 ~5-Sl)<6~
Date 0 I I o?J to •
-\= ' . ..:·-~~::3 f.J-.~~ ::
,41;.' ;:-~ ? t2_ ~ ~.; :. ;-' :; .~ ('. _,...,,.....,;,,;.$,...
.J 2 ) 0 ~£c .<./ .5 7 ~ E ~-·
f':,.•-.:-£ 7 /'1
~~· .J '· : .. ~.:_-.,...I _,,(..· ,.,.,< ,. 1 :-' c I
> .-J ,"[
RECEIVED ., .•
DEJfl-FAVETm1U.E REGIONAL OffiCE
PLAN 0:: .~.C TION (?OA) FOR L.~GOON SLU DG :: REDUCTION
r=a::i li ty N~:r-:;be :-: :fl2 -C, (. 3 G
Fa ;::i lity N.J~~: O~j HI A//17/cJ-<..
Certified Operaw N>;ne ·.Ow~4fL ,i/aYJor
I
!
I I a . Lagoon Name/ Identifier
I
I b . ·1 otal Sludge Depth (ft)'
l
' c . Sludge De;:>th to be
Rer.-:oved for Ccrnpliance
(ft)
1 d . Sludge Volume too ~
j Removed (gallons)
' I e . S lu dge PAN
1 (lbs/1000 ga!)
i
1 f . LiG,uid ?AN
\ (lbs/ 1 000 ~at ;
I
\ ·;. P Al'i ot s :u c.;e (Its)
I (d ( e ~'10GC
!
/ -.......
' Laccor. i ') La::ocr. 2 I L3cc cr. 3
~" I
·j I
I I
t/8 I
I i
I ol I
,() I
I
I I IJ, I I
I· .
i
l L:!cccr. 4 ! Lacacn S I L3ccc r. 6 I
I
I I I I I
I \ I
I I
i
\
i
\ \
I
\
I
N~r:!2~TIV:: Use tr.is se:~1on to :::les:ribe th~ r.oe::-,od i,S) tr.a: wil! b10· use: to lower the-slud·~E
d~;:>th If r.~i:robe usc is pia~na::=. s;:>ec:ify t:.:;. pr:>du·:t to be use:J.
/unf?rt-J!q~J Oe vu q /121--
!) fl}; ~qf-; C1 (j
I hereby certify that I have reviewed the inforrr.ation listed at>ove and included within the a~ach e d
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
{jtO) ~ 6 'f-;2 ::2 S 7
Phone~/()} 3 (/:;-S3<Z5~
correct.
Date 0 J I (2 7J /; rJ
A t:...-lc-f.( ,?12.~;-.;:.;-~~ .!) • ..-,.J ·•,..'
.J 1) b tf£e.'# ;)T~F e-,
J'"v.,'"C E '7/f
.. ~'1 · . '1. ..
PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: g 2. -/, t, J
Facility Name: v OJ-/f)Jq.,lo/ fv015
County: . 5 t{ll-.d s • ....) ,
Certified Operator Name: ./ ~it;6f l, tVo y/ or Operator#: ..,., t'w ;yJ,r L 1 1-hylo F ~ /
**Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon 1 Lagoon 2 La_g_oon 3 Lagoon 4 Lagoon 5 Lagoon 6
:
a. Lagoon Name/Identifier
:Ill
b. Total Sludge Depth (ft} 5'.o
c. Sludge Depth to be
Removed for Compliance ..
if!l /.IJ
d. Sludge Volume to be
Removed (gallons} 2o cf oO')
e . Sludge PAN
(lbs/1 000 gal) /;( -lcj
f . Liquid PAN
(Jbs/1 000 gal) v
g. PAN of Sludge (lbs)
(d x e)/1000 ~~.}2-
Compliance Timeframes :
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste a nalysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1 .26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin w ithin another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non-compliant but below the stop pump level of the lagoon, a POA must be fi led
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels , DWQ may requ ire the owner to deve lop a sludge management plan that meets the
requirements of SB Interagency Group Guidance Doc ument 1 .26.
SPOA 3-22 -2 01 0 Page 1 of 2
RECENED/OE NR/DWQ
AQUIR=~ ·PROTFf:TI ON SF.CTION
DEC 21 2010
NARRATIVE: Use this section to describe the method( s) that will be used to lower the s fudge
depth. If microbe use is planned, specify the product to be used. o/
:f ~/Ch'l to
j ¥1 frfp,tJ.y
lrl~ /Cf.-t¢.-, ~ T a--yl-c7" 1 D
[;,./ ~ trrrr 5 cJ-Ha "f., f ·i f
;;w~~ ;r
tQ t~ e fi~IJ/5.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the infonnation is accurate and
correct I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: -.L/..:2.::..,1~/-=~~,r-) .... ,_o ___ _ Compliance Due Date: / :l. /' J, 2-
Phone: l:JtiJ) 5 6'f-2;57jt~)3~S71B
SPOA 3-22-2010
Date: ./ J 2 lfl--/ U ()
Return this fonn to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Page 2 of 2
'\ ........ , • r I .... \ . -·
. \, _...,
Rainman Environmental, LLC
ll(,}£f,~-. ....
Post Of~£te~Box 115
""~ . ~
Kenansvil-le/· .. NC 2 8 3 4 9
9lo~~;27·r~ o46o
AUG-15 7IJf/
May 8, 2007
OENR-FA'IffiPJillE REGIONAl OffiCE
Dwight Naylor,
Please fmd the enclosed Sludge Surveys you requested from Rainman Environmental,
LLC. We appreciate your trust and thank you for allowing us to help you meet the needs
of your farm. ·
.,
Based on the information collected during your sludge sunrey, you will not need to
submit a sludge management plan to the Division of Water Quality for lagoon #1.
Current sludge levels are acceptable. Lagoon #2 has <4' of sludge free treatment
zone, and requires a plan to be submitted, unless it is being utilized as a secondary
lagoon. If it is a secondary, it does not require a sludge management plan, as it has
no treatment volume.
Rainman Environmental, LLC offers complete permit compliance services. In addition
to sludge surveys, we also prepare irrigation designs and perform irrigation calibrations.
If we can be of any assistance to you in the future, feel free to call us. We have attached a
business card for your quick reference.
Thank you again for your business and we look forward to working with you again in the
future.
Rainman Environmental, LLC
Enclosure
' ' I ...
Rainman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
Lagoon Sludge Survey Form
RECEIVED
AUG · -15 2001
DENA-FA YETIEVILLE REGIONAl OFfiCE
Farm Permit or DWQ Identification Number .!Dwi~·g:ch.!!t..!.:N==::a:z.;yl::::or=-------------------
Lagoon Identification ___ ..!2:......------------------
Person( s) Taking Measurements
Date of Measurements
Methods/Devices Used for Measurement of:
Donovan Brock
24-Mar-07
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom {soil) of the lagoon:
Disk
Grade Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler": ..:..NA::..:... __
Lagoon Surface Area (using dimensions at inside top of bank): 0.67 acres __ ......;.;;.;:....:..__ ___ _
Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 por-i..:..:..nts:..:;.___...,
b. If more than 1.33 acres: I 0.67lacres x 6= L.I ___ 4.:JI' with maximum of 24.
•minimum of 9
At the time of the sludge survey, also measure the distance from the Maximum Liquid Level .------.......
to the Present Uquid Level (measure at the lagoon guage pole): I sllnches
Determine the distance from the Maximum liquid level to the Minimum liquid Level '---......;;;24_.llnches
The distance from the present liquid surface level to the Minimum liquid Level
Record from the Sludge Survey Data Sheet the distance from the present liquid surface leve .... l -----.
to the lagoon bottom (average for all the measurement points): I 4.601Feet
Record from the Sludge Survey Data Sheet the distance from the present liquid surface leve,_l -----,
to the fup of the sludge layer (average for all the measurement points): I 3.11 Feet
' • I . '
Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
Calculate the thickness of the existing liquid Treabnent Zone:
'* Note: If the Calculated thickness of the existing Liquid Treatment Zone is less than 4 feet, a
sludge removal and utilization plan may be required by. N. C. DWQ. See your specific permit or
contact DWQ for more information.
Completed By: ~D~a~n~na~W~es~re~~~~k~----------------PrinredName
----..... ~~~<-=-=---=---~;;...._....;;;::.._ ____ Signature
~2;...;4-M...;.;.:;a::.:r...:'-0;...;7 ______________________ Date
I .. . \
Rainman Environmental, LLC
Post Office Box 115
Kenansville. NC 28349
Appendix 2: Sludge Survey Data Sheet
Farm Permit or OWQ Identification Number
Lagoon Identification
Dwight Naylor
Person(s) Taking Measurements
Date of Measurements
Grid Point Distance from liquid
Number surface to top of
sludge
1 3.50
2 2 .90
3 2.90
4 3.00
5 3.10
6 3.40
7 3.00
8 3.20
9 3.00
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Average 3 .1./
Donovan Brock
24-Mar-07
Distance from liquid Thickness of sludge surface to lagoon layer bottom (soil)
4.6 1.10 ./
4.5 1.60 ,/
4 .5 1.60 _,
4.6 1.60 v
4.8 1.70\./
4.7 1.30 v
4 .6 1.60 v
4 .5 1.30 .../
4 .6 1.60 ./
4.6/ 1.5 /
Rainman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
Appendix 2: Sludge Survey Data Sheet
Farm Permit or DWQ Identification Number .=Dwi:.:.;..:>:.gt:.:h~t N:..:.:ayl:.t.:.=o;...r -------------
Lagoon Identification -------=2=------------
Person(s) Taking Measurements ..::D:.:::o::.::no::.:va:.=:.:..n.=B.:.:rock::::.:... ___________ _
Date of Measurements 24-Mar-07 ----~~~~------------
Average Sludge Layer Thickness 1.5
Depth of lagoon from top of bank to bottom soil surface
Slope = horizontal/vertical side slope
Length at top inside bank
Width at top inside bank
Length at midpoint of sludge layer
Width at midpoint of sludge layer
Volume of sludge
Volume in gallons
6.7
3
195
150
159.3
114.3
27,096
203,221
..
Field Fonn for Sludge Survey (complete one per lagoon surveyed)
-·---....-fi'Oin
Liquid Surface to Thlckn-of
Grid Point Water Depth Topor--~-Sludge Additional Information
1 7:? 3,5-
2 9:s d.9 Farm Name:
3 ~5-~,-, /)w,jltf At</k'
4 9;L, ?_/5
5 ~¥ 3;/ Date:
6 ~7 :s .. --v ]-23--&7
7 'f;~ 3,D
8 ~ s--3,,2 Grower:
~ 9 9:& -:3 .. 0
10
11 Lagoon 10:
12
13
14 . ~op of Dike Elevation:
15
16 . feet
17 8oUom of Dike Elevation:
18
19 feet
20 Start Pump level:
21 '
22 feet
23 Stop Pump level:
24
• Jaftftftn Sketch-irid Jill feet
~ Current Freeboard:
c]s-inches -
Top of Dike Length:
K1 A_(p f_~ feet
Top of Dike Width :
I feet
... Yi X1 J.V Signature of Person
Completing Survey.
!l"A~~--J~/k..4 I
~ pcrr-' ...
\ X\ Xz Y3 *Note: AJI grid point
measurements are in feet
·-l.:::.l
'_) .
r--:'1 JCJ/}
}~l{
' Rainman Environmental, .LLC
Post Office Box 115
Kenansville. NC 28349
Lagoon Sludge Survey Form
Farm Pennit or DWQ Identification Number ..:Dwi~·g;;z:h~t.!.N!!:a:.tylo=..r ______________ ..._ __ _
Lagoon Identification
Person(s) Taking Measurements
Date of Measurements
Methods/Devices Used for Measurement of:
1
Donovan Brock
24-Mar-07
a. Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
Disk
Grade Rod
c . Thickness of the sludge layer if making a direct measurement with "core sampler": ..:..N;.;...A.;,._ __
Lagoon Surface Area (using dimensions at inside top of bank): 0 .96 acres __ _..;.;_;...;;.... ___ _
Estimate number of sampling points :
a. Less than 1.33 acres : Use 8 pq;;.;.;..in:.::ts:._ _ _,
b. If more than 1.33 acres: I 0.96lacres x 6=1 L-___ s_,l. with maximum of 24.
*minimum of 9
At the time of the sludge survey , also measure the distance from the Maximum Liquid Level ...----......
to the Present Liquid LeveJ (measure at the lagoon guage pole): . I sllnches
Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
The distance from the present liquid surface level to the Minimum Uquid Level L--_1.50 ....... 1Feet
Record from the Sludge Survey Data Sheet the distance from the present liquid surface levei-1 ---......
to the lagoon bottom (average for all the measurement points): I 8.541Feet
Record from the Sludge Survey Data Sheet the distance from the present liquid surface levei-1 ---......
to the top of the sludge tayer (average for all the measurement points): I s.s.IFeet
..
Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: L...-__ 3_._,oiFeet
Calculate the thickness of the existing Liquid Treatment Zone: .._ __ 4..;.;,.o~IFeet
• Note: If the Calculated thickness of the existing Liquid Treatment Zone is less than 4 feet, a
sludge removal and utilization plan may be required by N. C. DWO. See your specific permit or
contact DWQ for more information .
Completed By: Danna Westerbeek Printed Name --------------------------------
--~~~ ....... ~~---=-=-----------Signature
24-Mar-07 Date ------------------------------
.. Rainman Environmental, LLC
Post Office Box 115
Kenansville. NC 28349
Appendix 2: Sludge Survey Data Sheet
Farm Permit or DWO Identification Number
Lagoon Identification
Dwight Naylor
1
Person(s) Taking Measurements
Date of Measurements
Grid Point Distance from liquid
Number surface to top of
sludge
1 . 8 .00
2 5.40
3 4.50
4 4.30
5 4 .00
6 5 .00
7 7.00
a 5.90
9 5.40
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Donovan Brock
24-Mar-07
Distance from liquid Thickness of sludge surface to lagoon layer bottom (soil)
8.8 0 .80 v' -8.9 3.50
8.9 4.40 ../
8.1 3.8o./
7.8 3 .80/
8.5 3 .50/
8.6 1.so/
8.7 2.80/
8.6 3.20/
Average 5.5J 8 .5 ./ 3.0/
... . ... .
Rainman Environmental, LLC
Post Office Box 115
Kenansville9 NC 28349
Appendix 2: Sludge Survey Data Sheet
Fann Permit or DWQ Identification Number ..=Dwi9:...:.:.;;;. ~h;:.;t N~a;;;.r;y!o.;;:..:...r ------------
Lagoon Identification 1
Person(s). Taking Measurements Donovan Brock
Date of Measurements -----=-24-M..:....:..:.::::.:ar.....:-0;..;.7 _________ _
Average Sludge Layer Thickness 3 .0
Depth of lagoon from top of bank to bottom soil surface 10.6
Slope = horizontaUvertical side slope 3
Length at top inside bank 197
Width at top inside bank 213
Length at midpo int of sludge layer 142.5
Width at midpoint of sludge layer 158.5
Volume of ~ludge 68,793
Volume in gallons 515,948
" ......
FJeld Form for Sludge Survey (complete one per lagoon surveyed)
.
fi'OI1I
Liquid Swface to Thlckn-of
Grid Point Water Depth Top of•""'-~~~ Additional Information·
1 ~-¥' ~i.J
2 ·~7 s;y Farm Name:
3 9,9 ~i-. ;)t#,j lt r ~7~/ 4 )';, ( <]1;.<:
5 ?,Y 9;.cJ Date:
6 ~.s.-s ;D J-2 J -D 7 7 8:~ ?,0
8 ·?/. 7 ':"if>. s; 7 Grower:
~ 9 <i-& .:2 .... 9'
... 10 .
11 Lagoon ID:
12
13
14 Top of Dike Elevation:
15
16 feet
17 Bottom of Dike Elevation:
18
19 . feet
20 Start Pump Level:
21 .
22 feet
23 Stop Pump Level:
24
I ~-'19 ~ feet
~ Current Freeboard:
.;
ds-'ICh ( •n-aes
tlf /1
Top of Dike Length:
~1 feet . -~ Top of Dike Width: -=> <::.
Xt-~
"<--feet yq
Xv · Signature of Person
~ Completing Survey:
\ ~~~ }{g xt ..
t.. I 1 1 ! "Note: All grid point
\ measurements are in feet
~ d'' ~
R!ciJ' M n I
I
,. AL.<g 1312 10 :02a Barw ick Agservi ces
1 03 Country ClUb Citde
Ctinton , NC 283:28
910 -385-1 000
910-590..01174
barwickagsel'llices@embarqmailcom
Fax
To:
Fax:
Phone:
Re:
910590074
BarwickAg
Services, LLC.
p.1
DENA-FRO
AUG 1 3 2012
ow a
F101n: Curtis Barwick
Pages:
cc::
'E'Urgent "@(Fw Review o Please Commeut: 0 Please Reply 0 Please Recycle
• Con\nlellt$:
A tiiQ 13 12 1 0 :0 2a Barwick Agservices 910590074
Irrigation Equipment Field Calibration Form .. '.
Lo~ation: __ O_w_,~) ..... -'t....;..I-~JJ..:::?~b-"-=:1.--
Date of Field Calib:z.tion: --·-'-·, .Ly_~_.::2_.3~-!..!/f_~-.... . ' (rnmldiJyy)
Fiow :r:~-reter Seial Number: M C) ~ ~' e 2 q {) 3
EquipBem Num:oer : ---~--=-/-------~
Measured ring size: --~~....!!:ri~ ___ incJ.es iiJ D j-
Is ring Size wi:bin 0.01" of original manufacn.rred size ?
--:-t;L Yes · or __ No. If not rep lace ring.
Press-:1re G-'<illge ReacFngs I 'A At P~p_: ---~f'/...:./ ___ p51
.'
At T.ravelet: t/' /A-psi (if .applicable)
.At Spririkler!Gun; 4 0 .p5l
Measure Flow Rate (from ·flow meter):
Flaw rate varial::.ce greater than 1 O%
Yes~ NoL
!_'/0 GPM
Expected Wetted Diar:r.eter C:D;om the wettable a..-res dete::mination): --~-Lj'--0 __ fr.
Me2.SUred Wetted Diameter: __ __,2s.....Llf..:.O ___ ft.
Wetted diameter-variance greater than 15% &Jar mea...qrred flow varimce greater than.·.
!0%: Yes __ No~ IfYes, then contact a technical speci alist or i..-rigation ·
dea!er for E.SsiSYID.ce, enter work onicrnnP"'ber: ·
.~.nd/or explain. :findjngs: ____________ _
o rigina1 4t1Ju;
p.2
'JAN I 4 3m
Michael F. Eas ley, Governor
William G . Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
,_ ···--··-... --....
Dwight Naylor
D&H Farm
565 Naylor Rd .
Roseboro NC 28382
January 13, 2003
Alan W . Klimek, P. E ., Director
Divisio n of Water Quality
Facility Number 82 -663
Subject: Public Meetings for Draft Renewal of State Non-Discharge Animal Waste Operation General
Permits
Dear Producer:
Your animal waste management facility is scheduled to be issued coverage under the Animal Waste
Operation General Permits in the near future. The Division of Water Quality (Division) staff is currently
in the process of renewing the Animal Waste Operation General Permits and is scheduled to have the
permit reissued by early April 2003. Once the permit is reissued, your facility would be eligible for
coverage under the reissued permit.
The Division has published a public notice regarding these renewed general permits. A copy of
the draft animal waste operation general permits and fact sheets are available at the website
http://h2o .enr. state . nc. us/ndpu/ ·
or by writing or calling :
Non-Discharge Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Telephone number: [phone], ext. 574
The Division will be conducting public meetings regarding these renewed permits. The following is a
list of dates, times, and locations of the public meetings:
February 3, 2003; 7-9 p.m.; Kenansville-James Sprunt Community College
February 4 , 2003; 7·9 p.m .; Williamston-Martin Community College (Bldg. 2 Auditorium)
February 6, 2003; 7-9 p .m .; Iredell-Iredell County Center
Further information can be obtained by reviewing the Fact Sheet available at the website and address
listed above.
Cc: ~}'e~villaRegiOilai :-Qffice,DiviSioA.Of.:.Water..:.eu~y
Sampson Soil and Water Conservation District
Permit Application File 82 -663
Non-Discharge Permitting Unit
1617 Mai l Service Center, Ral eig h, NC 27699-1617
Customer Service Center
An EQual Opportunity Action Employer
Internet http://h2o.enr.nc.state .uslndpu
T elephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10".4 post -consume r paper
Water Resources
Environmental Quality
Dwight Naylor
D&HFarm
565 Naylor Rd
Roseboro, NC 28382
Dear Dwight Naylor:
RECEIVED
DEQIDWR
JUL 18 2017
WQROS
FAYETTEVILLE REGIONAL OFFICE
July 12, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820663
D&HFarm
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on July 5,
2017. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon #1 at D & H Farm facility. Due to the amount of treatment volume available, and the
rate of sludge accumulation for the lagoon, the Division feels that an extension is not appropriate
at this time.
The next sludge survey for the lagoon #1 at D & H Farm should be performed before December
31, 2017. Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820663
"Nothing Compares`--,
State of North Carolina I Environmental Quality I Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129