310548_HISTORICAL_20171231

2'
NUH I H UAHULINA
Department of Environmental Qual

LT =-*A
NCDEN
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Elijah Cole Baker
Elijah Cole Baker Farm
5093 Potters Hill Rd
Pink Hill, NC 28572
Dear Elijah Cole Baker:
Division of Water Quality
Coleen H. Sullins
Director
January 25; 2011
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS310548
Elijah Cole Baker Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your Notification of Change of Ownership received January 21, 2011, we are hereby
forwarding to you this Certificate of,Coverage (COC) issued to Elijah Cole Baker, authorizing the
operation of the subject animal waste management system in accordance with General Permit
AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Elijah Cole Baker Farm, located,in Duplin County, with a swine animal capacity
of no greater than the following annual averages:
Wean to Finish: F 6-,der to Finish: 1196 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts: FE& 02 2011
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder- operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS310549 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pU careful attention to the
record keeping, and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, RaleO, North Carolina 27699-1636
Location: 2728 Capital Blvd., Rale�h, North Carolina 27604 One
Phone: [phone] FAX� 91 9-715-05M I Customer Service: 1-877-62M748 NofthCarolina
Intemet www.acwaterquafity.org
An Lqual Opportunity � Affirmative Action Ernploye� Natmrallb(

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new VVUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey— any. property rights in either. real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified inthis COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties,'and injunctive relief.
If you wish to continue the activity permitted under the General Pen -nit after the expiration date of the
General Permit, then 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 Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood, Watch associated with a tropical system for the county in which the facility is located. You
inay�hnd detailed watch/warning information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.jzov/er/mhx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
�oncerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
__1; ve�
for Coleen H. Sullins
Enclosure (General Permit AWGIOOOOO)
cc: (Certificate of Coverage only for all ces)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files (Permit No, AWS310548)
APO Notebooks
Murphy -Brown, LLC

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 10/1/2010
1. Structure Name/identifier (ID): Cad Dean BakerL3-1�548)t
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. tcp-of dike surface area according to design.
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallonsW
3. Projected volume of waste liquid produced during draw down period
18.01inches
19.0 inches
1.0 inches
345151fi:2
21514 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 39561.5 Jft3
h. current herd # F-72-0-01 certified herd #1
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 day0ine f--
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 8/15/2
m. ((lines e + k)/1 000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
39562 ft'
A ft3
28060 Jft3
84301 gallons
I-- I bs/1 000 gal.
OCT 0 4 2010
190.6 lbs. PAN
PoA (30 Day) 2/21100 10/112010

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Carl Dean Baker (31-548)
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6, Structure ID:
line rn = 190.5 lb PAN
line rn =
lb PAN
line rn =
lb PAN
line rn =
lb PAN
line m = lb PAN
line rn = lb PAN
n. linesl +2+3+4+5+6= 190.5 lb PAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p, field #
q. crop
r. acres
s, remaining IRR-
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
columnrxs
u. application windowl
5788
1A
Small Grain
1.80
50.00
90.0
10/1-3/31
57881
1113
Small Grain
4.00
50-00
200.0
10/1-3131
5788
213
Small Grain
1.80
50.00
90.0
10/1-3/31
5788
3
Small Grain
7.00
50-00
350.0
10/1-3131
'State current crop ending application date or next crop applicabon beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) 730.0 lb. PAN
IV. FACILITYS PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) 190.5 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) 730.0 lb. PAN
y. Overall PAN balance (w - x) = -540 Ib. PAN
PoA (30 Day) 2/21/00 110/11/2010

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based
on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the
PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted
facility, provide information regarding the herd population and lagoon freeboard levels at the receiving facility.
PoA (30 Day) 2/21/00 10/1/2010

'0� VA L11�19
12, 1
,9 0
09 7�
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department ofEnvitonment. and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
May 23, 2008
Carl Dean Baker R�ECE;iviEr)
Carl Baker Farm
5093 Potters Hill Road JUN 0 6 2008
Pink Hill, NC 28572
Subject: Certificate of Coverage No. AWS310548
--a Carl Baker Farm
Animal Waste Management System
L_3 Vyl
Dear Carl Dean Baker- Duplin County
In accordance with your Notification of Change of Ownership received on May 22, 2008, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Carl Dean Baker, authorizing the
operation of the subject animal waste management system in accordance with General Permit
AWG100000,
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Carl Baker Farm, located in Duplin County, with an animal capacity of no greater
than an annual average of 1196 Feeder to Finish swine. If this is a Farrow to Wean or Farrow to Feeder
operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be replaced
by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3
SOWS.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS310548 dated October 1, 2004. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
T,ZrthCarolina
Nawridy
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncA "er ualLV4_Qr& Location: 2729 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% RecycW10% Post Consumer Paper
Rat eigh, NC 27699-1636 Telephow. [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (919) 715-6M
Customer Service: [phone]

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 02T .0 111 (c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per ISA NCAC 02T .1306, any containment basin, such as a iagoon or waste storage structure, shall
confinue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or.,penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual pe-mit 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 Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at [phone]. If you need.additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-322 1.
Sincerely,
f7"Oe
.
or Coleen H. Sullins
Enclosures (General Permit A WG 100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310548

WA��q
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
LINDA TuRNER
713 CABTN SMEET
PINK HILL NC 28572
Dear Linda Turner:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 14, 2004
Subject: Notice of Violation and Revocation for Nonpayment
Ronald Turner Farm
Permit Number: AWS310548
Duplin County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 9/28/2000,
Your annual permit fee for the period of 9/28/2003 - 9/27/2004 is S 150. 00.. Your payment was due 11/8/2003.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143 -215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to SI 0,000 per day. Your payment should be sent to:
N.C.'Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 2 10.
Sincerely,
/k
Man W. Klimek, P.E.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone gi9-733-5083 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility. -
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive -relief
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for infon-nation 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 Wilmington Regional Office. The Regional Office
Water Quality Staff may be reached -at (910).395-3900. Af. you need. additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502-
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Pen -nit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS310548
NDPU Files

O� WATF -__ _ Michael F. Easley, Govenpcar
C� 9Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j t~ Alan W. Klimek, P. E., Director
_H Division of Water Quality
May 1, 2003
Linda Turner
Ronald Turner Farm
713 Cabin Street
Pink Hill NC 28572
Subject: Certificate of Coverage No. AWS310548
Ronald Turner Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Linda Turner:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration.date.of the Swine -Waste Operation General
Permit AWG1000W. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance -with your application received on February 5, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Linda
Turner, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWGI00000. The issuance of this COC
supercedes and terminates your previous COC Number AWS310548 which expired on April 30, 2003,
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ronald Turner Farm, located in Duphn County, with an animal capacity of no
greater than an annual average of 1196 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unnecessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004— Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAAW and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
NR?EFtit
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpLi
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

t�
ANIMAL WASTE UTILIZATION PLAN
Producer: RONALD TURNER
Location: 713 CABIN STREET
PINK HILL KC 28572
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1200.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
waste should be analyzed before each application cycle. Annual soil
�.-�tests are strongly encouraged so that all plant r ' utrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

I I ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoi-d drift and
downwind odor problems.
8. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. if
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1200 hogs x 1.9 tons waste/hogs/year = 2280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1200 hogs x 2.3 lbs PAN/hogs/year = 2760 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.
Page: 2

1 $ ANIMAL WASTE UTILIZATION PLAN
\_1
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
iiRESID.�
APPLIC
METH
N
TIME
5788
1
AUB
!�P­
4.1
TO _5
1025
I
APR-SEP
5788
SG
1
I
I I
1-50
1
15
1250
SEP-NOV
5788
BP
4.1
12
JAUB
1I
1205
1
15
11025
APR-SEP
5788
SG
1-2
11
11
�50
1
15
1250
SEP-NOV
r_'_18
BP
4.1
\
13
JAUS
1I
I
1205
1
11.2
1246
APR-SEP
5788
SG
1I
11
150 1
11.2
160
SEP-NOV
END
I
I
I - -
I
I
I
TOTAL12856
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEM OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LES
COMM N
**
* LES
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
�APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass),. forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields -where small grain, etc, is to be removed
,for hay or sil6ge, care should be exerci-sed not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
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:
CROP CODE
CROP
UNITS
PER UNIT
BP
SG
HYBRID BERMUDAGRASS-PASTURE.
SMALL GRAIN OVERSEEDED
TONS
AC
so
50
TABLE 1
TA13LE 2
TOTAL
TOTALS FROM TABLES 1 AND 2.
WETTABLE
—ACRES
11.2
0
11.2
*** BALANCE
LBS AW N USED
2856
R
2856
-96 1
-------------------
This number must he less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land -
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 444 pounds of plant available nitrogen per year in the
sludge.
',,,j-f you remove the sludge every 5 years, you will have approximately 2220
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 7.4 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 17.76 acres
of land. Please be aware that these are only e"stimates of the PAN and
land needed. Actual requirements could vary by 25�; depending on your
sludge waste analysis, soil types,.realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
'hat an irrigation system is installed to properly irrigate the acres
�'-Ishown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.'
I
Tract I Field
5788
1
5788
1-1
2
5788
1-1
3
5788
-1
5788
-2
5788
1-1
-3
1-1
jApplication RatelApplic. Amount
Soil Type Crop (in/hr) (inches)
-AUB BP .5 *1
AU13 BP .5
AUB BP .5 *1
SG .5 *1
SG .5 *1
SG —5 *1
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
Page: 7

ANIMAL WASTE UTILIZATION PLAN
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. 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
Page: a

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which'to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres'subject to
flooding, it will be soil incorporated 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.)
7. Liquid waste shall he 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.
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.
Page: 9

WASTE UTILIZATION PLAN
�1�
REQUIRED SPECIFICATIONS
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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc,). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be 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 soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum cro)? production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

f
ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Fazm:HWY 111 FARM
Owne.r/Manager A_qreement
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
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 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 NCDWQ upon request.
Name of Facility Owner: RONALD TURNER
(Please print)
Signature: Po��, Date:
Name of Manager(If different from owner):
Signature:
Name of Person Prepar'ing Plan:
Affiliation:' :Acjri=ent Ser,;ii6es T-jjc;
Phone NO. 1919-568-24jO
Date:
(Please print)' Ro . nnie- i5eno Kennedy Jr.
Address (Agency) 235 Pineview Cementary Rd
Mount Olive, NC. 2B365
Signature: Date: ;5* 7
Page: 12

HWY Ill FARM
Operator: CHRIS TURNER County: DUPLIN Dale:
01123/08
Distance to nearest residence (other than owner): 1100.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs.
1200 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 lbs.
0 head (wean to feeder) x 30 lbs.
Describe other
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000 lbs. ALW x Treatment Volume(CF)Ab. ALW
Treatment Volume(CF)/Ib. ALW = I CF/lb. ALW
Volume = 162000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
inside top length
inside top width (feet) -----
Top of dike elevation (feet)
Bottom of lagoon elevation (feet) —
Freeboard
Side slopes (inside lagoon) ----
Total design volume using pflsmoidal formula
SS/ENDl SS/END2 SSISIDE1 SSISIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH
141.6 255.4
AREA OF BOTTOM
LENGTH * WIDTH
65.4 179.2
0 lbs
0 lbs
162000 lbs
0 lbs
0 lbs
0
162000 lbs
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
147.6
261.4
54.7
41.0
1.0
3.0 -1
LENGTH WIDTH DEPTH
141.6 255.4 12.7
36165 (AREA OF TOP)
11720 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
103.5 217.3 89962 (AREA OF MIDSECTION - 4)
CU. FT. = JAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
36164.6 89962.2 11719.7 21
Total Designed Volume Available 291775 CU, FT,

A.., , V�
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width
147.6 261.4 38582.6 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area,
TOTAL DA 38582.6 square feet
Design temporary storage period to b riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 162000 Ibs.ALW/135lbs.ALW*1.37gaVday
Volume = 295920 gals. or 39561.5 cubic. feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
1.37
180 days
Volume = 0.0 gallons/day 180 days storage17.48 gallons
per CF
Volume = 0,0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 22506.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 'inches / 12 inches per foot * DA
Volume = 24114.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B. 0 cubic feet
5C, 22507 cubic feet
5D. 24114 cubicfeet
TOTAL 86182 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall In excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
3.0
: I
Inside top length===========================>
147.6
feet
Inside top
261.4
feet
Top of dike elevation=======================>
54.7
feet
Bottom of lagoon elevation==================>
41.0
feet
Total required volume=======================>
248182
cu. ft.
Actual design
291775
cu. ft.
Seasonal high watertable elevation (SHWT)===>
48.5
feet
Stop pumping
49.6
feet
Must be > or = to the SHWT eIev.==========>
48.5
feet
Must be > or = to min. req. treatment el.=>
47.0
feet
Required minimum treatment volume===========>
162000
cu. ft.
Volume at stop pumping elevation============>
1 B2694
cu. ft,
Start pumping
52.1
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
267661
cu. ft.
Volume at start pumping elevation===========>
236912
cu. ft.
Required volume to be pumped================>
62068
cu. ft.
Actual volume planned to be pumped==========>
'7421 B
cu. ft.
Min. thickness of soil liner when required==>
2.0
feet
7, DESIGNED BY:
DATE.
AGRIMENT SERVICES INC
1/23/2008
APPROVED BY: �116;4
DATE: 1/23/2008
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches Per foot * DA
Volume = 24114 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B, 0 cubic feet
5C. 22507 cubic feet
5D. 24114 cubic feet
5E. 0 cubic feet
TOTAL 86162 cubic -feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
7.0
inches
Evaporation during storage period===========>
0.0
inches
25 year - 24 hour rainfall==================>
-Z-5- �'
Freeboard===================================>
0
f �eet
Side slopes=================================>
Inside top length===========================>
147.6
feet
Inside top width============================>
261.4
feet
Top of dike elevation=======================>
54.7
feet
Bottom of lagoon elevation==================>
41.0
feet
Total required volume=======================> -
248182
cu, ft.
Actual design volume========================>
291775
cu. ft.
Seasonal high watertable elevation (SHWT)===>
48.5
feet
Stop pumping
49.6
feet
Must be > or = to the SHvv7 eIev.==========>
48.5
feet
Must be > or = to min. req. treatment el.=>
47.0
feet
Required minimum treatment volume===========>
162000
cu. ft.
Volume at stop pumping elevation============>
162694
cu. ft.
Start pumping elev.
52.1
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
267661
cu. ft.
Volume at start pumping elevation===========>
.236912
cu. ft.
Required volume to be pumped================>
62068
cu. ft.
Actual volume planned to be pumped==========>
74218
cu. ft.
Min. thickness of soil liner when required==>
2.0
feet
7. DESIGNED BY: APPROVED BY:
lz�4
DATE: DATE:
NOTE: SEE ATTACHED WASTE. UTILIZATION PLAN
COMMENTS: z

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REOUFSTED
RONALD TuRNER
713 CA13IN ST
PINK HILL NC 28572
Dear Ronald Turner:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
December 18, 2000
Subject. Notice of Violation and Revocation for Nonpaymetit
Ronald Turner Farm
Permit Number: AWS310548
Duplin County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the terrn an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste .
manauement system permit was issued on 9/28/2000.
Your annual permit fee for the period of 9/28/2000 - 9/27/2001 is $150.00. Your payment was due 11/4/2000,
Because this fee was not fully paid within '30 days after being billed, this letter initiates action to revoke the subject permit.
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office ,
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 2 10.
Kerr T. Stevens
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Re g ional Office
Duplin county Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

StVe of North. Carolina
,Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Few �11 130
g kT:!;WAJ
4 0 0
k6l 21
%=mow
L
NCDENR
Nc>RTH CARC)LINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 28, 2000 RECEIVED
Ronald Turner N.C. Dept. of EHNR
Ronald Turner Farm OCT - 2 2000
713 Cabin St Winston-Salem
Pink Mil, NC 28572
Regional Office
Subject: Certificate of Coverage No. AWS310548
Ronald Turner Farm
Swine Waste Collection, Treatment,
Storage and Application System
IMMM-P�hhz-o�unty- �
Dear Ronald Turner:
In accordance with your application received on March 30, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Ronald Turner, 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 Ronald Turner Farm, located in Duplin County, with an
animal capacity of no greater than 1196 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAVRvIP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface'waters. An adequate system for collecting and maintaining the required monitoring data and
operational infon-nation must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWNIP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledt 10% post -con sumer paper

Certificate of Coverage AWS310548
Ronald Turner Farm
Page 2
This COC is not automatically transfefable. - A name/ownership change application must be submitted to
the DWQ 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 non- " discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional infonnation concerning this COC or the
General Pen -nit, please contact Don Friday at [phone] ext, 533.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
C:)
Duplin County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment and Natural Resourc8o /?,k-C
,4
1
VIJ-yq:��
Division of Water Quality S 0 . 0 170A,
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINA6�0.
General Permit - Existing Animal Waste Opera&ft-
"17g
The following questions have been completed utilizing information on rile with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 FaciliLyName: Ronald Turner Farm
1.2 Print Land Owner's naine: Ronald Turner
1.3 Mailingaddress: 713CabinSt
City, State: Pink Hill NC - Zip: 28572
Telephone Number (include area code): 910-298-6008
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include�a copy
of a county road map with the location of the farm identified): Turn Lt. onto SR 1148 and go to Greenevers, follow S
1953 out -of Greenevers to intersection with NC50. turn Lt. onto NC 50N and P-o 3.0 miles then turn Ri. onto SR 1961, at
Hallsville turn Lt. onto SR 1702 and follow thru Cabin until it intersects NC I 11, turn Lt. onto NC I I I N and go 0.7 mile
to farm entrancle on Rt.
OR: On northeast side of Hwy I 11. approximately 0.25 miles northwest of intersection with SR 1702.
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): Mu!phy Family Farms
1.8 Date Facility Originally Began Operation: 01/01/86
1.9 Date(s) of Facility Expansion(s) (if applicable): Al
2. OPERATION INFORMATION:
2.1 Facility No.: __11 (county number); 548 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
1196- Certified Desi Capacity
Is the above information correct? E- 7ye s 1[ :::] no. if no, correct below using the design capacity of the facility
'Me "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swin No. of Animals Typ� of PoulLa No. of Animals Typg of Cattle No. of Animals
• Wean to Feeder - Layer . Dairy
• Feeder to Finish - Non -Layer - Beef
• Farrow to Wean (# sow) - Turkey
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page I of 4 31-548

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): -- 37.41 - ; Required Acreage (as listed in the AWMP): 4*.trn-- IS- 75
2.4 Number t���Iorage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields? YES lease circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES lease circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
< �YES NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? /f 9'�
What was the date that this facility's land application areas were sited? / I fx
3. REQUIRED ITENIS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item,
Ayplicants Initials
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 (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time thefacility was certified but should be added to the
CA WUPfor permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 'Me 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 CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28198 Page 2 of 4 31-548

WATPPnii,,jj VEFD
Facility Number: 31 - 549 Py ""�C,70A(
Facility Name: Ronald Turner Farm 0 2or
4. APPLICANT.!SCERTIFICATION: 'V0r1-Di,,h._ jo
al
1, (Land Owner's name listed in que7ftion 1.2), attest that
this application for jv"MaL� (Facility name listed in question I - 1)
has been reviewed by me an"d is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returneLL to me as incomplete.
Sign 7', ^ oet==_— Date 0
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
,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 knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31-548

CLASS III WASTE TREATMENT LAGOON DESIGN
RONALD TURNER OPERATION
Duplin County, NC
U.S. Department of Agriculture
Natural Resources Conservation Service
Duplin District Office

Ronald Turner
Duplin County
JCF 3-19-96
C-ontgnts
Design Summary
Site Evaluation
2-3
Soils Investigations
4-5
Soils Maps
6-7
Hazard Classification
8
FEMA Flood Zone Map
9
USGS Map
10
CFSA Map
I
Grid Sheet
12
Lagoon Typical �ection
13
Emergency Spillway Typical Sections
14-15
Lift Station Typical Sections
16-17
Storage Design Spreadsheet
18-20
Operation and Maintenance Plan
21-22
Construction Specifications
23-24
Rip Rap and Geotextile Installation Specifications
25
Seeding Specifications
26
Lagoon Storage Estimate
27
Excavation Estimate
28-36
Clay Liner Estimate
37-38
Emergency Spillway Design
3 9-40
House Outlet Pipe Design
41-42
Livestock Waste Sampling, Analysis and Calculation of Land Application Rates
43-44
Lagoon Design Checklist
45

United States
Department of
Agriculture
I
Natural Resources
Conservation
Service
Operator: Ronald Turner
P.O. Box 277
Kenansville, NC 28349
Telephone [phone]
Mease review the attached plan and specifications carefully. Retain this plan for your use and
records. It is strongly recommended that you, your contractor, and The Natural Resources
Conservation Service personnel are in agreement as to how the waste lagoon - is to be
constructed. Ile Natural Resources Conservation Service personnel will meet with 0
concerned parties and walk over the. site to explain all flags and marldngs. It is important that
everyone understand what is expected so that firW construction meets plans and specifications
and the job can be certified for payment (if cost -sharing is involved).
This design is for an Expanding Waste Management System. There has been no attempt to
balance the cuts & fills. Ile excavation figure includes excavation for the new section of the
lagoon and for the clay liner for the entire lagoon. Reshaping and excavating in the existing
sto - rage area are not included in the earthwork computations due to the uncertainty of the existing
conditions.
The actual amount of material to be excavated will therefor vary from the estimates. If
additional material is required after construction is complete on the lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
J 600
NOTE: Design Volume:— -470.ryuv __pu.ft. cu.yds.
Estimate of Excavation: cu.ft. = 5-444 —_—cu.yds.
3ZIS-
Estimate of Clay Line. ___cu.ft. = —1-086— cu.yds.
Job Class M
Date
Design By
Design
Name
3 - 1'7- 71'," -
Date
C)
71c NwutW Rom=ow Consuvagm S"Yim. formaV sbo Soil Conwx"doa Segvim. is an mgcoq of the UniW Swas Deputzw= of Agrkuhum
AN BQUAL OPPORTUNM BeLOYER

United States Natural
Department of Resources REV. 10/95
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GEMERAL LN-FORINIATION
NAME Fjok)au-) -Cuak�M
r) I I Ca 6;-) 9-
12;A-k 14; 11 , N C LLs--1,2,
TELEPHONE .910 q0,57'
LOCATION On Nc, III
6 o0g, 1`4�;4-1,
6�- 'Go'la'AL., —
SIZE OPERATION 12X swive
FEMF- - Ftot%k
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 110. Fr.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES_ NO
Il'yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE' PERENNIAL
STREANI? YES V' NO
If no, -site must he relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO_kf
If yes, landowner should consult with local Yoning board about required permiLs.
Permits mwst be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES V, NO
If yes, see Purt 503 or the National Engineering Manual and follow pjlicY- -,Ee 6iZ.D
(Copies of map,; or other reference �fialeriak may he attached to site evaluation.) , "Crr
NVETLANMS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES- No
ir yes, producer mu:st complete a Form AD-1026.
WILL ACTION RESULT IN SWANIPBUSTING?
YES N 0 V &A�
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL NIANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS. US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIkONMENTALMANAGEMENT. -
(A copy orAD-1026 and CPA-026 should he attached tosite evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.............. PREDOMINANT WIND DIRECTION? YES- NO
........ I ..... POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU.FT. UPWARDS
.............. TO 3 CU. FT./LB. OF ANIMAL? YES " NO
.............. PRECHARGING LAGOON WITH FRESH WATER TOAT LEAST 1/2 OF THE
.............. CAPACITY? YES v` NO
USING GOOD SOUND JUD.G%IENT IN LAND APPLICATION OF
WASTE"? 'YES v" NO
-----------

in
OTHER ENVrRONhfEN7AL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT'.)
YES— NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES_ NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES_ NO / e-e
ARE THERE PRIME. UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT-.? ,qL,6 ,L,,,i YES Vo' NO
WILL THE ACTION RESULT IN SODBUSTING?
YES— NO %-," 6-kr
If YL-s to any of thtse questiom, refer to form NC-CPA-16 rar policy sources. The ror-rn does not
netd to be completed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTV. YES V"O-INO
IF NO. DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES— NO
IF LAND IS NOT OWNED BY PRODUCER. CAN PRODUCER GET AGREEMENT oN
LAND ON WHICH TO APPLY WASTE? YES— NO
(Attach WmOe Utili-mtion Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOFL INVES71GATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES— NO-�-'
IS A CLAY LINER REQUIRED? YES NO
IF YES. IS CLAY AVAILABLE ONSITE? YES NO
OFF -cITE BOIZ90-1 WAc:, j3etw LOCAT(W)l QUIf-ST-10NABLE
IS A CORE TRENCH REQUIRED? YES_ NO
(Altach.suil investi.,lationsheet tosile
IS SUBSURFACE DRAIN TILE PRESENT.) YES NO_,�fB"�-
or yes, tile must he removed or plu.,,.-,ed) QUESTIONABLE
SITE APPROVED YES L�-'NO CONDITIONAL,
COMMENTS
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATURE
4��e DATE -5'
pa'--e 2 o

.TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION. USDA CLASSIFICATION.
GW -Well graded gravels; gravel, send mix gravel
GP -Poorly graded gravels s - sand
GM -Silty gravels; gravel -sand ' -silt mix vfs-very fine sand
GC-CI�yey gravels; grave I -sand -clay mix sl-sandyloam--
SW-Well graded sands; sand-gr4vel mix fs I - fine sandy loam'
SP -Poorly graded sands
SM -Silty sand gl -gravelly loam ,
SC -Clayey sands, sand -clay mixtures
ML - Silts-, silty, v. fine sandii;"Sandy o� clayey silt -sil-silt Idam-_
CL - Clays of low to medium plasticity cl- clay loam..
CH -Inorganic clays of high plasticity sicl -silty clay loam
MH - Elastic Silts scl - sandy clay loam
OL - Organic silts and silty clays, low pjasticf!y sic.- S1.1ty.qlay
OH -Organic clays, medium to high plast icity C - clay
L Suitable material for embankment is available ED Yet ffrNo ancricate auhm lowtod an tAft skoxh gm
rmwrw
RFMARKS:
X
_X.—,AZ,-arAe-7' -T�-T/Zff. ,4-4-e t?--
lua'. A Ar�� O/L
IV- Sc_-, 7,-,f Px 4C C, A, 41 re
2. Explaiz hazard requiring special attention in design (Saoo^ jvrov..nw* e&j.
X
GENERAL REXARKS:
24 26 26 27 2S 29 1 301131, 32 SM3 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51

TYPES OF MATERIAL ENCOUNTERED IN BURINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION'
GW-Well graded gravels; gravel,.sand mix.
g - gravel
GP -Poorly graded gravels
s -sand
GM - Silty gravels', gravel -sand -silt mix
vfs -very fine sand
GC - C I ayey gravels; gravel -sand -clay mix
sl - sandy -loam
SW- Well graded sands; sand-gr4vel mix
fs1 - fine'sandy loam
SP -Poorly graded sands
I- 1029n
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
H -Silts; siltyi v. fine sands; sa dyorclayeysilt
L
sil silt. In
CL -Clays of low to meAlum. plasticity
c-I -�clay loam
CH - Inorganic Clays Of high Plasticity
Biel -silty clay loam
KH - Elastic silts
act -sandy clay loam
OL -Organic silts and silty clays, low plasticity
sic -silty r,.lay
OH - Organic clays. medium to high plastipity
c - clay
L materiAl for e=bmalrment in available ED?*@ ONO (IndIcal, %.m &�=hmt th. sketch w
-Suitable
REmARxs: 7-A,�F,-j Is- y,17jr tno VrAre.,-4-4 -tZlf .04e 1QXf - ea X/,!
7
AWs-,:F 7_0 -00e"M C1410 Aeof" ?OWAO
ee- T
X- C,4
2. Erplain hazards requiring special atteiition in' design fseemve. ipr&w..,oa ekj
GVqEJLAL REMARKS:
24
25
26
27
28
29
361131
132
133
�.0
35
3611371138
(139J
40
R 41
j 42
1 43
144145�46
47148149�50
61
I
All
.flZ
I

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99
U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County /-D �' P/' IAI
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam
____o Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 7 -2-2 -5�r
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
: : Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach ---z 6 c o r 5 e- c-A, e,,C--,4 4&L-a 7-e
dA L ::5
7. CgB4,- CgeX.,14
14.e) n ry &t-'C4
ja-,j, de� m-4-1V
—2 - .2
Hazard Classification of Dam (D b, c) (see NEM-Part 520.21)
-D" Classification (1, 11,0, IV, V)
By
n
title
Concurred 8 i� L�& e�
- (na-me) U -
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Da te—.2, - 2- a -9,T-
Date 3-lq-'76

Im
Jenkivis�
Pond
F--!
ZONE X
1 M7O4
Wfi
Sanderson
Fish Pond
14\
ZONE X
RVA
F, 7-3 21
i0e Ip
Fr7 3-21
2E
ZONE X
ZONE A

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OY
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TH
'�-- -

C14
EMERGENCY SPILLWAY
IL7, I f I
.0,
TYPICAL SECTION ON TOP OF DIKE
'SC-6 AL5D " TYPI04C 5ec-Dou TI-AVU NV-G "
F
I�N-ALb -rUiZfJEIZ UeCVATI UAJ
DUPLI�j CC).
]w Z- L71 -I&
TOP OF DIKE
ELEV 54.7
Aa-mw
CLASS A RIP RAP
C LASS I
FILTER FABRIC
?CZI%

RO&A Lj)
.....................
7
CLA55 A
�ip-�AP
. . . . . . . . . .
-Fi L
CLA-515
-fYP ICA U E CV! 0 IJ
_u
6 M e,r T(LC PVE-.2 LAP '5;4ALL. a . Tk. 6 )�i Pa. �O F —1 p4c
Aub 5L?Au- B -A Miu^ ut,-, C.)r TH E PA&,Q- O.,j 7H c 0/,Pen 'S E: ou
- T Love r! -S E g? p
1) 1 tF- 5�JAu LAP 6um lHe PA,,gu Qj mE
T-)

Concrete: 35nn pey..
P.O. Box 595'
Rain
cingi 6X6-a Hash
-(Center of- All Walls_E_�,
!Lanbales 240 Min. s Clearance
-.'�T, D 3
M"h"- tidl -W� 43 Rebar-Randfe
-r i-v -S 2 61 ;z -D -7
77-
en Sr Ar 7'
IW47
PAC
T
241. 251-
241.-
I-V/ e-e- ff 2510
�e
a
25-10
2
.1 �7*
24J.-
251;
4
MIN
Above!Lround 2410 '72 Thick
Underaround j Adj��taki! Heiah ts-
To Suit Grade
Seale8 Watertight With ja L 4 200 Thick
320 Hyd. cement
PBUtyl Rubber Mastic Sealant or mortar
26j-
j�,#Ap: Tal�k,.Top. TYPE 1 OPENING
2410
4

62*
MANUFACTURED BY: P.M.C.I.
WW 002
MitChCIl Concrete
P. 0. Box 585
Smithfield, NC 27577
[phone]
Nelson Mitchell
LTQUTD CAPACITYz 1,211.54 Gallons
2.20_yds. - 8,800 Ibs.
___ - M_ . .
V_
are Riser
Round Riseir'.
96' 'th the use of.
L.dptor ring-
20"sq. P D F TA 10;�
SEALANT Etc- V
r
4- 3
4"
96 SEALANT 62
- - - - - - go* - - - - - - = - . - - — 56'
13OTrbm Or Lav-, VI)Lq 5.
$9,
63 .3.
!ote 63j"
24" square
26" -square
I" minimum
All knockouts to receive 4'
um
minimum or 6" maximum pipe 4.
06- T
92.
i - Sa"
-ELC-V 1-4.0

Osarator:RUNALD TURNER County: DUPLIN
Distance to nearest reEidenas (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 6-12-?5
1100.0 feet
.0
sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0
sows
(farrow to
feeder)
x 322
16s.
0
lbs
1200
head
(finishing
only)
x 135
lbs.
162000
lbs
0
sows
(farrow to
wean)
X� 433
lbs.
0
IbB
0
head
(wean to feeder)
'A 3o
lbs.
0
lbs
Describe other :
0
Total Average Live Weight 162000 lbs
2. MINIMUM REDUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000 ibE. ALW x Treatment Volume(CF)/lb. ALW
TFwatment Volum&CF)/lb. ALW = I CF/Ib. ALW
Volume - 162000 cubic ft (includes 0 cu. ft. add. treat. vol.)
I STORAGE VOLUME FOR SLUDGE ACCUMULATION- LAW&A 8EQuc'5i-,5 No 5(-vr�&E -570aA6E.
V C, 1 u m. e = 0.0 cubic feet SLUIXC7 WLL Be '14m,.)VE-) A% N,--Me-o_
4. TOTAL DESIGNED VOLUME
Oimar-stws AW Rxz A
LA6001,J WiT14 G-WVALL
Inside
top
length (feet) ---------------------
* 147.6
*Lu,*ic Apjt*-) SuVipa Ae
Inside
top
width (feet) ----------------------
AC 261.4
'5Ea 641'%) LAYPLri- F&Z
Top of
dike
elevation (feet) -----------------
54.70
Bottom
of
lagoon elevation (feet) ------------
41.00
Freeboard
(feet) -----------------------------
1.7-62'% 50"wky + aS' ri
Side slooss
(inside lagoon) ------------------
3.0
: I TbqoF--5-,DaA6rTb&3�
Or 5P1U-.LVA-,,. )
Total derign volume using prismoidal formula
ES/ENDI ESIEND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. C, :3. o 3.0 3.0 137.4 251.2 12. u
AREA OF TOP
LENGTH * WIDTH
137.4 251.2
AREA OF 30TTON
LENGTH * WIDTH
65.4 1?9.2
34515 (AREA OF TOP)
11720 UREA OF BOTTOM)
AREA OF MIDEECTION
LENGTH WIDTH * 4
101.4 215.2 87285 (AREA OF MIDSECT10N * 4)
CU. FT. CAREA TOP + (4*AREA MIDEECTION) + AREA BOTTOM3 DEPTH/6
3 4 5 1'5 672e5 117 2!--, R.0
Total DesiQned Volume Available = 217029 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
147.6 261.4
3B582.6 square feet
Buildings (roof and lot water) or impervious area
c'520.4) square feet Describe this area.
TOTAL DA 4B102.6 square feet
Design tempo►-ary storage period to be- 130 days.
5A. Volume of waste produced
Feces U& urine production in gal./day per 135 lb. ALW 1.37
Volume = 16200C, lbs, ALW/135 lbs. ALW * 1.37 gal/day iBix days
Volume = 2Q5920 gals, or 39561.5 cubic feet
5B. Volume of wash water -
This is the amount of fresh water- used for washing floors or volume
of fresh water used for a flush stem. Flush s-stems that recir-c�.l=.t�
T
the lag -Don water are accounted for in 5A.
'-:-plume 0.0 1 gallons/dayi90 days starage/7.48 gallon=
Per
Volume - 4;2.0 cubic feet
5E. Volume Of rainfall in e::cess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
1BO days evaporation - 0.0 inches
181_; days rainfall 7.0 inches
ValL►,Tie = 7.0 in * DA / 12. in. per ft. = 2B064t cubic feet r-u:-:_-ff
Volume = 0.0 in * lagoon DA/12 in. /ft = 0 cubic feet evaa.
Volume = 2806ir cubic feet

5D. Volume of E5 year - 24 hour storm
>.aDILU:� = 7.5 inches / 12 inches per foot * LEA
o 1 um.e = 30(-J6.4 cubic feet
5E. Additional ---1LL(r.e as f011L1ws
TOTAL r;EDU 1 REr TEr' P OR-AR'r STORAGE
5A.
31?561
cubic
feet
D.
0
cubic
feet
5r_..
28060
cubic
feet
5D.
34-)a?64
cubic
feet
E.
0
cubic
feet
TOTAL
97686
cubic
feet
6. SUMMARY
Temporal-;- storage period====================>
10()
days
�'ainfall during t:ettest oer-icd of storage===:>
7.0
inches
Stor ale per iced----=======i
0.13
i}t.hes
C5 l __,}- - 2'4 hour-
7.5
inches
F}`eebzal-`=-=----------------------------_---`:>
1.?
feet
Side �1�res==-==------------___---___-__-_---:>
3.o
. 1
Insides top lennth_______________________====t
147.6
feet
Insides top
261.4
feat
Top of dike
54.70
feet
otIC.m 'f 1ag= .n
feet
Tot; -;.,I r_quir--d
259636
cu.- ft.
Ac t ua. l design
267039
cu. f t .
--as Dal hich watertable elevatioi iSHWT)=--r
4E.5t�
feet
Stop P'-r:r,pi:gig=1esr.====----------------==--=r
49.60
feet
Must be ';> oy- = to the SHWT elev.==========:>
4e.50
feet
Must tie c-r = to min. req. treatment el.=>
47.00
feet
Re tii}-ed minimum treatment volume===========>
162s.00
cu. ft.
U_= l ume a t w t r! p pumping al evert 1
162694
cu. ft.
Start pumping pa 7 �'v . _---___- --�_ _-_---_--�- .�
52.10
fee t
Must oe at bottom of freeboard L 25 yr. rainfall
:actual VOlLtMe less 25 yr. 24 hr. rainfall==;>
236975
cu. ft.
VoIL-tme at Mart pumping elevation==========='.>
236912
cu. ft.
Required :rOILtMe to be pumped================'->
67621
cu. ft.
Actu.a.l vc,lume planned to be pumped==========r>
74218
cu. ft.. x.
Min. thick:news of sail liner- when required==r
2.0
feet
7. DESIGNED By: � APPROVED BY:
�ATF: 3_ + _ �� DATE:
NOTE: SEE ATTACHED !-TASTE UTILIZATION FLAN
COMMENTS:

SHE_.ET 1 OF
OPERATION AND MA I NTENAINCE FLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
15+:1 d5ys .,f temporary storage. The time required for the planned
level e� reached r -.,
fluid ( -r�lanent and temporary 'storage)tc� be r- a hed ,Fa.} . a
due to site conditions, weather, flushing operations, .and the arT:OUnt
of fresh added to the system.
The designed temporary storage consists of 160 days storage for:
(1) waste fs-�... animals and (2) excess rainfall after- evaporation Also
included is storage for the ?5 year - 24 hour storm for the location.
The VC1L.-Me of waste generated from a given number of animals will be
fairly constant thrOUghout the year and from year to •fear, but axcesa
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 =1_v tion is determined in each design to begin
pumping and this is usually the cutlet invert of pipes) from
building(s). FT the outlet pipe is 1-10t installed at the elevation to
begin pu,Tpir-:g, permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pu:rrpirn' to maintain lagoon treatment depth. Al
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditioner permit, such as
weather, soils, crop, and equipment in corder- to apply waste without
runoff or leaching.
Land applicati::-n of waste .rater- is recognized as an acceptable
method of disoo-aa.l. Methods of application -include solid set,
`e: t_=r pivc-}t gums and traveling gun irrigation. Cara ShOUld be
taken when apolying waste to prevent damage to craps.
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 -charring 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. buildin s with recycled lagoon liquid. Fresh water should nrDt
be used for flushing -after- initial filling.
2. The att._rhed waste utilization plan shall be followed. This
plan recommends sampling and testing of waste ( see attachment)
before land application.
3. 2egin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 52.1 as mark:ed by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.6 . This temporary
storage, less 25 vr- 24 hr storm, contains 67621 cubic feet o:-
5015BOB gallons.

• SHEET 2 OF 2
4. The ed ;rsa::imwi .rrQUI-It to apply pet irrigation is
one (1) and the recommended m.axitnum. application !-ate is 0.3
inch p_r he=:;r. Refer to the waste utilization plan for further de --tails.
5. }=:eep VeC tatic=n r_tn the err,ha!��:ment a!-;d areas adjacent to the
lag001.1 mz= :e annu l lv . Vegetation should be fertilized as needed
±k r^ 1!1CK'_.1� :t «" =L!,-tal-id.
�:ep?::� ?-!lj eroded areas or areas damaged bV rL=dents and
establish in veoetaticin.
?. All rurio f is to he diverted from the lagoon to stable
outlets.
e. Keep a rdi ni r:um of 21 feet of grass vegetated buffer around
waste utili=atic=n fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 2iy0 feet of a
residence- w-ithi.n IC)o feet ctf a well. Waste shall be -applied in a
manner no+- tti: relach tither property and public right—of—ways.
Y. The CleRn Water Act of prohibits tij,-= diSchai-g= of
pc'llutanrs i:-ttc= waters of the United Stags. The Department of
H;=lth, =tnd Natural Resources, Division of EnV1rorl-
I��llt?l [•c,. =�� �,-t� hay --he responsibility for enforcing this lamw'.

SHEET 1 OF r
SPEC I F I r-T I LNSE FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUI•f+ AT I OIN PR'E •AF.'AT I ON :
-----------------------
T he foundation area of the la goon embankment and bU i l d lr ig pad «hall be
cleared of trees, Iogs, stumps, roots, brLtSh, boulders,sod and rubbish.
Satisfactory dispositi-�n will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stock:piled for u=_e o}z
the dike and pad arsa.s. After stripping, the foundation area of the
lagoon embank:m_=nt and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conforms to the lines,
gr_.des, and elevations shown on the plans. Earthfill material shall
be free o4 .,,_.ter:al SLl--il as sod, roots, 7roZen =—oil, stones over
6 i}"r Diameter-, ai7d other objectionable amble material. To the ?:.te}7t
they are sLritable, excavated materials can be used as fill. The -fill
shall be brought up in approximately hori--ontal lavers not to e::ceed 9
in�_hes in thlck'.nes s whan loose and prior- to Compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller- or other. equivalent method.
Compaction will be con_idered adequate when fill material is obaerve'd
to consolidate to the point that settlement is not readily detectible,
NOTE THE SPECIAL REQUIREMENTS FOR: PLACEMENT OF LINERS IN THE LINER.
SECTIDN OF THIS SPECIFICATION. The emban�:ment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-faet or more fall under- the jurisdiction of the NC
Dam Safety Law,. The height is defined .as the difference in elevation
from the constructed height to the downstream toe of the di�::e.
Precautions shall be taken during construction to prevent excessive
En o5ion and �iGdinentat:on.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2.o f t .
NOTE: LINERS iFARTIAL OR FULL) -ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESISN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsr_ritable material are encountered, they will be over --
excavated below finish gr"ode to the specified depth as measured
perpendicular- to the finish grade. The foundation shall be backfi I i•ed
as specified to grade with a SCS approved material iie - +CL,SC.CH).
REFER TO THE SOILS I NVEE-T I GAT I ON INFORMATION IN THE PLANS FOR SPEC I ZAL
CONSIDERATIONS.

1 .T.. fft E r- fir: 711- _ ": e d El o i'- r r"_- w :M,1- - . T hs
:' 111ier -Ti aterial shall b= ,^timtuo7.
=t_'C,_•s _, th,i.t mo—; ature c-z-ntent when the i t
_ , t,! 1d _* wi..I f_:s-m a ba.11 which dc,es not rsacji1 v separate. Water
wF::;.1 l - J!u..a } -.�-r `= ra=sue -v t i i:y- n S- i . e c! .. - - .� - -, l ie � - 0 1? � e r r co : � C7 u � L.1-
i:i-jer The moisture content of the linii1`
;_'tT,i i -,t- be :eS5 than optimum water content dul-ing pla.c=•rle_nt.
T h = R1. ..=ter c'-:r;:;_1?t relates to the sail traterlal being too wet
Lise of .;_Muling equipment and -proper compactiol?. Frc,per
rca_tivl? _,f the line:` includes placement in 9 inch lifts and
=C:r.n red t'_ = r 1 W ­�t -':_t ^ rcent of the ma:: imuin ASTM :r1�.PQ Dry Unit
When smooth or hard, the previous t ift
shs i t L e sc _.r i r i e° µ l?d 3z10 i st?l�ed as needed before p l acemel?t c� tl?e ne:: t
lift.
The s. :;le .-._st factor affecting the overall compacted perme-
=bili-Fv of _. c l.a.v l in=7 . other than the type of clay used for the
tin_r the = f't? fist C:onstrUCtion Processing of the compacted liner.
�e:r_,Lie 1-:C _?- ein'lin:-.=11t LtSe all the 1-�', L1�11": t] ;•._�? eq Lli-Mel?t ill R1? entab-
u1n.1-rol-mitv in the whole placement ante
.;1' most clay soils, a- tamping or sheepsfoot
t+pe C7 compaction eC]Ltipm*?1Zt.
s-hall -- protected from the dis>chlarge of waste ctLttl _}
I,.y be bC:'se by using some type of energy dissi.pator(rocks)
C=F l.'.eii': T1�.;iC]i•? oLttlste on waete pipes.
- All t_1-1,._,t i }re, sr: s_, i 1 liners are synthetic liners and bentoni to se.a 1 ant .
i-:hen t-h speci I i-_d, additional construction specifications are
.Rlt.ld_d with this Coi?struction Specification.
UTrOc'F TRENCH:
--------------
T '_h 'shall 4? constructed under the embankmient area when
h•_�4y1-� _,� a .'Vci_=.l. erection in the plans. The final depth c,s thle
0f =1-se^ s��.!.1 �'� et�l';7lined by obse17vation of %he foun'ation
=,rb_=tnkmsl:t al?d other bare constructed area's shall be =.ceded
t t hl�=.n1-led type of vegetation as soon as possible after conet;ruc--
t�on accordino to the Seeding specifications. Topsoil shC-Uld be placed
c•f the d i �%e al id pad to be seeded. Temporary seeding or mulch
sr -,all be �_tsad if the -_commended permanent vegetation is out of season
-!.-t -c.r S e :d i na. Pei- _=melt vegetation should be established as soon
_. during the riext period of approved seeding dates.
EMCIVA OF EX 1S T Ir`IG T .! E DRAINS -------------------------------
the tile will be removed to a Ttini;Tuim
?d the _'Lltside tog of slope of the
J
r. d'_!-::ie. The ti_s
n Eh -1 e �. _.,c �,td _a n-d cct mp ac ted :`:ith g.•cl :] Ala t'=rZL=..1 eu_h _=s

'TABLE 2. HE Q IREMENTS FOR NONWOVEN GEOTEXTILES '
__--______--_-_r__---_„_-_-_~
Property Test Method ClassI_-kClass II Class III
.._..___-- Class IV �/
Tensile Strength ASTM D 4632 100 hill. 120 min. 90 min. 115 min.
(pounds) I/ Grab Test
Bursting Strength
(psi) 1/
Elongation at
Failure
(percent)
Puncture
(pounds) L/
Ultraviolet 'Light
(percent residual
tensile strength)
ASTM D 3706 320 min. 210 min.
Diaphragm tester
ASTM D 4632
Grab Test
ASTM D 4833
ASTM D 4355
150 hours
exposure
>50
80 min.
70 min.
>50
60 min.
70 min.
180 min. NA
>50 >50
40 min.
70 min.
40 min.
70 min.
Apparent Opening ASTM D 4751 As specified, As specified, As specified As Specified,
Size - AOS max. 1 40 max. # 40 max. 1 40 max. # 40 2/
Permittivity ASTM D 4491 0.70 min. 0.70 min. 0.70 min. 0.10 min.
(1/seconds)
I/ Minimum average roll value (weakest principal direction).
.g/ U.S. standard sieve.size.
3/ Heat -bonded or resin bonded geotextile may be used for class IV only, and are particularly
well suited for this use. Needle punched geotextiles are required for all other classes.
OU.i. Cer.rnw.nt ►rintlny 0(11CO i W12 - 311-02/60061

12
.4n I r . 1 7. : . I I I I
I ,
10
IIILiu II
Hl!II I!f' I �f�l!I! I !i,�li

ROA-)A Lb I-le-i&
EjeCAVA-tJOA.) bWei'2)
OmtO R70GUOI ljj?Lfr
WD 0 FtrZT-r A06. gojo gm 5+14 I 7(�1
0+ 141 Avg W),
A t,
14 Z&
30.7
'51-KnOoJ Fa R- CA5-r. TlEmPL4TE
A6 GO) @ e,-,A 3 t Ufa
Z tsz, D 51,7 + 5 + 0.9
51Y. o
5 51. to A6. AVG CAJD s I. Co
4
JA
FOR LA--—i 3
- J

ru_�rers-2.J SUS nepartaent of Agri Dui ture
Soil Conservation Ser V iCe
DUANTITY CALCULATIONS
prepared for
FtC)INIo::�L_ID -F U FR rA1F =,:
in
DUFLIN County, North Car c,I ina
Designer
: JC FORD
Checker
----------___---
Date
. 12! 1'3/` 5
Date
-
�-------
-------------------------------------------------------------------------------
Job tdunber 2RT
I ** Excavation
** I
**
F i 11 **
bot
Lest Rioht
Off-CL I
CL
Dist
I Area
Volume I
Area
VC, 1urfle
Width
SS SS
(ft) I
Sta
(ft)
I (SgFt)
(Cu.Yds) I
(SgFt)
(Cu.Yds)
49
3: 1 3. 1: 1
64.0 1
1+29
1
1 458 . 2
1
1
1)
1
71
1
1 e9c_y . S I
i,.
64
3:1 3.1:1
64.0 1
2+0o
1 979.$
1
(--).o
!
94
1
3914.9 1
i)_ci
S4
3: 1 2. 1: 1
64.0 1
3+94
1 126S.1
1
0. C,
1
43
1
1994 . 4 1
. C)
84
3 : 1 2 : 1
64. +._:, 1
3+37
1 12335.5
1
0.0
I
Total =
I
7800.1 !
i AL Ex C VA-0 or) IUr 'QC� �X Fon L ►FEZ
760D.I- CY - WO S Cy- C EY15-11OG (A(lwju)
3IgU OY
5nr 3ZGY� cy

3H-1':-.-?,r.
US Department of Agriculture
Soil CDnservation Service
.
DATA F'u 1!-!T
prerrjai- ad foi-
i.
DUPLIN
County, Noy-th Carolina
D si.ansi- ?C FORD
Checker ----___-------__-
��ata� 12! 1 8f L'S
Date — —
,7ob 1•Jurr,Ger cRT
-------------------------------------------------------------------------------
—_-----
TEMPLATE DATI A :
Beg iniiina Els."a ion 41 .00
Beg irinii,g 721:atio n - 1+29
1+29 to 1*-E4
C\3CL..49/3.I
!:},cji}!:}s_}r:} ft/ft
1+29 to +"-A,}
C� \;CL64/3. 1
i .0,1_300 0f t/f t
2+00 to -T'74
Ci♦3CL84/3.1
it/ft
2+94 to '+ 7
C\3CL84/3
0,00000 ftift
SECT1IOtJN�sLiMDEF, 1
C.. 7 n Lyc r 1 i s a J L _t lam. A+-}1 I+
ORIGINAL DATA: (distance /
elp-zvation)
0.0 / 4.5.4 7,-'J / 47.iz
1i 0.0 / 47.9 141.ir ,' 48.i} 137.+.� / 48.2
'SECT I ON NUMBER 2
C-nter-I ine tatitn
ORIGINAL DATA: (distance / elevation)
o.o / 51.t) 2G,!:} / 51.8 123.0 / 51.2 173.0 / 49.9 200.0 / 4i:�.6
SECTION NUm :ER 3
Centerline 1tat1+J11 C2+94
ORIGINAL DATA: (distance / elevation)
'j.cj i J2'.!:r _ -j-D.0 / 52.0 100.0 / 51.9 15!:).!:} / 51.8 2f:,ci.E_} / a1 .
SECTION NUMBER 4
Centerline EtKtion 3+37
ORIGINAL DATA: (distance / elevation)
c!.c:! =?." _,.;? ,:a2.!j 1c_?(3.c, / 51.7 150.C? i 51.4 2oo.o 50.O

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MURPHY
FAMILY FARMS
December 16, 1997
Ronald W. Turner
713 Cabin St.
Pink Hill, N.C. 28572
Dear Mr. Turner:
RE: Farm Certification and Nutrient Utilization Plan Package
Enclosed is a copy of the certification package for your farm. In compliance with the
0200 rules, you must keep a copy of this package on the farm at an times. Please be
aware that your farm is, indeed, "certified" and that the Nutrient Plan should be followed
as close as possible.
Please feel free to call me at extension 4556 with any questions or concerns.
Sincerely,
Kraig Westerbeek r '�
Land & Nutrient Management
Technical Specialist
Enclosure
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Fo,r- ck � d 0 , .,.V-he—%/—
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter_
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the- system with excessive pressure
results in smaller droplets, greater potential for drift, and- accelerates wear of The -
sprinkler nozzle. Clogging of nozzles can result in pressure increase-. Plugged:
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
Three years is recommended. Calibration 'involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collec-L flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from .which to read the application amount
without having to perform additional calculations However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used -provided
the liquid collected can be easily transferred to a scaled container for measuring.
For starionary sprinklers, collection containers should be located randomly
through otrrthe application area at several distances from sprinklers. For -raveling
guns, sprinklers should be located along a transact perpendicular to the direction
_of pull. Set ou: collection containers 25 feet apart- along the transect on both
sides of the gun can: You should compute the average application rate for all
nonuniformity of the application. On a windless- day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialisrfor assistance.
'Reprinted for CwTifration Training for Operations of Anima/ Waste Management Systems Manual

Animal Waste Management Plan Certification
(Please type or print all information that does not "uire a signature)
General Information:
Name of Farm: W _ 'F"eziL Facility No: 3l - ¢g
Owner(s) Name:"?44 Lt -D W , "i U R.r..l E.tz.- _ " Phone. No' e>2 - 4585
Mailing Address: 713 CA&J 57:'�iulG Nrt.t_, I�IG ZS 57'Z-.
Farm Location: County Farm is located in:
Fourteen Digit Hydrologic'Unit: "
Latitude and Longitude: 3r �9' I S j1 / 77A_ 21Integrator: hiy quit SAS
Please attach a copy of a county road map with location identified and describe below (Be specific:
gt
road names, directions, milepost, etc.): rzom slz I o2 A I Iq» ,u I,e. a�-1
5lz r'7nZ Tz>_ .0(_ i I . T ir?A Leer ctil 1jr— i l l 4,.4p G-> ef).7 m 1 • Ta f'Af_m
ODeration Description:
Type of Swine No of animals Type of Poultry No of Aninwls
(' Wcan to Fccdcr oLaycr
Feeder to Finish L19 (p opullets
Q Farrow to Wean
0 Farrow to Feeder
o Farrow to Finish Other Type of Livestoelc-
0 Gilts
o Boars
Type of Cattle No of Animals
oDa'uy
oBcef
Number of Animals:
%y'-:O:Li.:::(i'^^' :M1..{jj%!5::: •?:.�, ri4}w :[-�}M+ v�� i.~Y}:C}� ,P.^`^�i�Nr 4v'e:,
o.-:avcn� 1?Y-� '::wa." a:r a5�'s.. ..�Yr�y,,:SkY} ".r,w-0;; ix.:}. `C2.,,;.c. .�•� ..;µ, axnsy:.x:.:
:::{lr+ , _ _ \ f wY$riY}:!-# S }]U_h Nhvymh%4:.VhLtv.]. G h.> n- Y`�" W} .^:`:y+�p+F:.vrvJn"'}T`!�`i :+:, _]MCe WYAW aY• �^ �pTj}llC�1v., l'ti}'}v»� ----
,v.
' }rviT:Ji
;x �z,.�' ..y k y''`�:a�^L` �„`^�wk: �sr}` s "�<'� �.Ov •a,Ya�:�,v:•i t.� '3.v„`l a.yr:R�:
w.. ,....>�.}ay'?.<rv::;}'Sk:>:
>��rcinoirs:l�est rr;�a Qcr rt: { {�iddrl`rorrat>7�.csr n:=.z�a a ;�.:,;, r
:.:{......, :v $,.,...:; P..r.. fY';��v�:,::::.:..,x.:"}„�,vw..,..:,�„ ,v?�".�. �s�'n:, pactty�x�,.�,,,..,.:,.�.;,�.�. �:�=r.;�:v [ �•:.�;:�
Acreage Avauabie ror Application: .7 I • `7 I xceclutrea Acreage: I -i . to -
Number of Lagoons -'Storage Ponds: Total Capacity: 2 S 4-., Z Z Cubic Feet (0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle oue)
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use arras must be minimized using technical standards developed by
the Natural Resources Conservation Service- The approved plan will be filed at the -farm and at the office of the local Soil and Water
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requl= written notification to DEM or a new certification (if the approved plan is
changed) within 50 days of a title transfer.
Name of Laq Owner: 0gL_D ` 1, It
Signature: A
Date: /A
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997

Technical Specialist Certification
I. . As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.02I7 and the USDA -Natural Resources Conservation Service (NRC.S) ana/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment- System
Check the appropriate box
' Existing -facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
() New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
'been designed to meet or exceed the minimum standards and specifications_
.
V
Name of Technical Specialist (Please Print)_]. �Pc � Tv��S01
1p �9
Affiliation: vR A Date Work (20 A
Address(Agency) . a �1C . $o hone No:
Q X i S '[zos� ZS45� Q• •
`
Signature: Date:�z %�t 'NG'````
`
S) Land Application Site ON'TM
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Techn.icaI Specialist (Please Print):. �,�� •,
- (,� L� t� r ��
Affiliation: M �F
Date Work Completed: t 21 a3 /5 7
Address (Agency): s EA
Phone No: SArAjC
Signature:
Date:1 a /a3 /7 1
C) Runoff Co trols from: Exterior Lots
Check the app opriare box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior lots (RC)
Methods to minimize the 'run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): j
L Q� '` tICARp��•,,��
Affiliation: j.Jr ��
Date Work Co4le a f�,4 � .
Address (Agency).
Phone No.: S!AJI 14985
Signature:
Date: Z ,� �:�✓ �'�Gl;�r�':������:
AWC — August 1. I997 2
1irrrrrrr0,1t

D) A r--C tion and,Handlin ui m t
' Check the Appropriate box
. ( Existinuz or expanding facility with existing to application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
(} New, expanded, or existing facility without existing waste application equipment for spnirrigation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for tinting of applications has
been established; -required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
(} New.expanded,or existingfacility acility without existing waste application equipment for land spreading not using Mmy
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
Plan).
Name of Technical Specialist (PIease Print):
Affiliation: Date Work Completed: 11/ -7
Addre.ss(Agency): SArl E Phone No: s�
Signature: Date: 1 a/
E)
The wie management plan for this facility includes' a Waste_ Management Odor Control Checklist, an Insect Control
CheckI st, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation: mf7F Date Work -Completed: 1 a / a 3 f r'j 7
Address (Agency):1 Phone No.: 51
Signature: Date:
The following signaturk block is only to be used for new or expanding swine farms that begin construction after June
21, 191f` 6. If the facilitt was built before June21, 1996, when was it constructed or last expanded / 71'8 . I(we)
certify that I(we) have ttempted to contact by certified [nail all adjoining property owners and all property owners
who own property 1 across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached_
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC — August 1, 1997 3

Certification of Installation
�A} �ollecfion $t rn e, Treatmenf Installati�
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to Iagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
(} Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been, established and the owner has committed.to established the
vegetation as specified in the plan by (mouth/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
() Also check this box if apptopriata
` if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control; -
Name of Technical Specialist(Please Print): �< - - i
F
om
Affiliation: Mfl-_7
Date Work Completed: `a a3 Ci
Address(Agency):
Phone No.: 15km e
Signature.
Date: a _
This following ignature bi is only to be used when the box for conditional approval in ULB above has been checked.
I (we) certify at I (we) have mmitted to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date: -
AWC — August 1, 1997 4

Q Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
• the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling E ui ment Installation (WUP or 1)
Check the appropriate block .
{.Anima! waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
(} Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print):
t• rat �c•5 �G�22 L
Affiliation:
�-J Date. Work Completed:
Address(Agency):
Phone No.: SA-M E _
Signature:
.
' /a a
The following tgnature block only to be used when the box for conditional apprdval in M D above has been checked.
I (we) certify at I (we) have co tied to purchase the animal waste application and handling equipment as specified in my
(our) waste agement plan and ill submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 ca dar days following a date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the a management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
j Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortaii!y Management (SD,SI.WUP.RC orl)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation: F ate Work Completed: C,a
Address (Agency) Phone No.: SAS
Signature: ate: Cc� 13
AWC — ugu t I. 1997 5

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

FARM NAME:
0
rr r a Ha • r r.
Yr IaVuIIU11yraL5
IF1rIVIileuUiILCg
I
NI I LSERY
SOWS
STORAGE VDL
I ric^ i IVI C I V ft I
qTO A =
TEMPORARY
TOTAL US EAGLE 110 L =
Ronnie Turnor
77Sa
n
0
DATE:
r��arr rr�•
LAJIYt CST
O6f2Ql96
vvi7�
Flo OF .
REQUIRED
ACTUAL
REQUIRED
DEPTH
10 1` 60
1 01 `fou
I 1
L-32
944R4
244W
j oo_fM-/ I
n.�{
62281
68267
109.61 /G I
2.84
248225
254212
102A1%
15.E
DAYS G'FT€M10, ORr,R`( STOa>AGE: 197
DEPTH OF SLUDGE: 51N c�qe r�rna Je c� 19`T`7
wr�-rr T4 rr -kC" c � r rr-.' " ern rV �.'I a�rr rt rtia� t-r rrn �r r ETT -& P rA! r:I rl grrr,
Ivu I C. I M /5 C i ufiL VLJLUPIItS LJI�i-'LJ-iT IrL1 UN I I-'il� OrICC t i-iML i.,1Lt,uLnI ED
I ICIhI! -rUC A 0 C A C nCTLIC f f-NhlTf%l IDQ t'DCA=n flhl flhlC Cr1OTit TFFTIA
VJIIVi..i 1 I IL_ !ll }Lf1J VI I I IL VIJIV 1 IJVI IJ VI i1.r%1 LL/ VIV %aNE 1 iJ iJ 1 li 1 LI k:• L S.
THE TOTAL VOLUME CALCULATED USING DCA = 254853

III
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•

A rr: cunt of 1: =M Produced Per rear/Tallons. f tor_r, etc. )
�(�) wastc/aaimaVyear = Z z 7z ( ) waszlyear.
-Amozsnr of Plant Avaflable N=o;en (PAN) Produced Per Year
//9(- P n im a l r X z albs. P-AWmimaUyesr = z l Ib s. P_A—W/year. (PAY from Ni. C. Te h-
Gilide Sta 633)
.A.-Pply�zz the above amotmt of waste is a'� i.- job. You would plan time and hwe
aaproo re equipment to apply the waste in a
lae fbUowing acreage wil be needed for waste av olice-om based on the czop to be C-owu
analication- -- -
; fie P ACRES 4 r-.LNED BY PRODUCER
Trace Fe?d Soz! Croa Lbs- iy Acres Lbs. N Mzmh of
No. Tme Pcr A-c. Utgiz=d A_;,Hcaton
798
I JAI
.,
I
(A) I
z
f i r
13a 3
YY
I 1 1[
! vw
G 1
a
1 f
I .77/
I
4<7 8
1 z-5
A.
Ia, 8
r.I
z3-,r
I 1-4!tl3
Ze
I _kir.
T ?
1 .3 I
L„
Ikam.
ca)I
/Po
I 9.f
I 9y1
I c,r. rr
T r7gy7
1 b tb 31
If
1
s0
'� �o
I D
1
1 fee -
I
1
-rr71?9
1 ZA l
I r,,
I
7$—
! s9s
I fV6
I -JuL
TO r
I ZA
SaMcamEI
7s
1r 'Fr
4JI&
1 Msz - We.
x
I ZA
WK
I
rs
I s 9s !
IIIV4
I - RIL
T �gx
1 zA I
M3
I
�,
r
I r !f I
4
I - ��
I I
I
1
I
I
1 1
I
I
I I
I
1 1
1
I
1 I
1
Toral 1 /5'.75' 1 Z7Z9 I
Tr. Zs IV is from arirnal wore only. If nutrier- ss froJn athC. sources such as cocrr� =1
ore applied, thrytr=r. be accounrrd for. N r=s-z be based on rcrlutir ricld
NOT-E': The applicator iscau onedthatPandKrraybe as�ercmpTiedwholerr-�r.:f�t�c1Y
rc--r .: r rrCrr.�.-, tx Beginning in 1996 the Coastal Zone Acf will rcqui: c fer.--ems in
sor.--e ecstcrn countiesofiYonh Carolina to have a ru�icrt r-�'a:agcrrstnt plat. t a cw:-essrs
cl! r_ cam -rents. This plan on& addresses Mirrofen-
2

Table Z: ACRES WITH AGREEMMiIT-F OR LONG TEK-M
(AZ went with adjac-eat Iaadavvz e. mu!:-: be artach4
{R-Quired only if operator e_xs nc: own
a&-gi:ate Iand [se_ Rtqui_rrd Sae` c lion 2j)
Txzct Field M Crop Lbs_ N Acres Lbs. N hfowh of
- Se2Jootnorefor71cUe%
Totals from above Tables
Acres Lbs. N
Utfiized
Table I is 7S i Z�z
Table-7 i
Total t 7t 1 z 9 z?
Amoimt ofN Produced
S=Ius o-_15efi ' 78
X0I E: Tir e Waste Utii::adon Plan must con taur pro: isions for periodic ler:d
aoptir-arion of sludge at agronomic rates The studs e }s►ilI be nutrient rice: crd will
require precautionary neatures to prevent over appUic=rior. aFnutrients orotl:
erern e n M

Sze arrach ed map showin; the fields to be used for rh e utilization. of wage waste
Application of Waste by,Irxigation
Field Soil Type Crop Applica-E, ou ASLPDE,Ca 'on
Ni o. Rate (InJI3r) .�t
l/ G A, B
18 J
11!
I Ln
StiOi C i T — ale,'Ri�TFOR DRY Lr- CS a.UMIn
Yo-- ac:lfty is dcg ee ord2days of tee orary ssoxaQ_ and the t =o=—, _.orrz_
be reroved on t`c -ve.z-ae of once every G 2"dO-N=. Lno -:aouia
L e V011=e ofwase be^.g szored im your excee` Elevation jVE 4440aV 64W "
C az i ae local Nattual R==- zes Conse: ✓ation Se: —vice Vormerly Soil Ccrzz-? :cr.
Se: ,-: cej or Soil and t3ia:c: Cons r atioa Dis—ict office Baer you rec-iv-, r,-2.5-e
a -a;_ ss r--uorc for asmsz—zrce in determining :b.e amoum—= t an r,d proper
per, acre o p z.
zpnHcat. on rate prior to aoalymz the waste.
Mcrrcmwe of operctan: iKo.�w .•� .v Aa E RR/G a Ac„ef
�' Ka R A t awe c+i fHi'7 C,daPl ,a.¢ . i.wd s'� of
rd8q L40 /iR PtANY p h Arlf / Q .IGf. C-44'M j . OP =+b4-L
PfA r 66 M)

dip
J9 Cl I .
ci
j:r
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tj
4j
40
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-it
Fj 1 0
W1 0 0
0 0 bil A
0 tU Pq 1:4
41 4)
I w Q)
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No
4) (IN P4 to" M
tr4 PI'd
41 V)
11,43
41 in 0 rj
4) (1) 4) 0 rJ
14 N
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lu 14
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14 .171 u
1� V)
0 0 4) v-1 0-1 0
1A 0" OP, to, till Go
0 t14 X
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0
s- -u 41 0 04 4?
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OPERATION & ATAwrENANcE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to m?n'e levels so that you do not have problems during extended rainy and
wetperiods_
Ivf Um sttnzge rapacity should be available iir the lagoon forperiods when the
removing ca- is dormant (such as wintertime for bezmudagr ss) or when them are
examded _' spells such as the thunderstorm sea_Son in the summerrime.. This nrzs
.that at the 5= signs of plant growth in the la mr winter/early spring; irrigatiorr a =ximgin
a farm waste management plan should be done whenever the land is dry enough to
receive Lagoon Liquid. This will make storage spacz available in the lagoon for Ri=r-wet
periods_ In the lit -a summer/early fall the lagoon should be pumped, down to the low
m.a:d= (s= Fi,-ure 2-1) to allow for winter store; Every effort should be- made• to
mab=airz the lagoon close to the minim= liquid level as -Ion - as the weather and waste
utilization plan will allow it_
Waiting until the lagoon has reached its maximurrr storage capaciry before smrdn; to
it igat does not leave room for storing excess water during e�-tended wet periods. _
Oveulow fmm the Iagoon for any reason except a 25 year, 24-hour storm is a violation of
sense law and subject to penalty'. action.
The routine rin=nance of a lagoon involves the following:
Mz ntenanm of a veaemdve cover for the dam.
i=es.:ss or common dernudz��-ass are the most Common veQetarive
cove_�s. The vegetation should be ferd ized each year, if -needed, to
=Lritain a vizorous smnd- The amount of fe-film znvlied should be
based on a soils test; but in the event- that it is nor practical to obrin
a. sots test each year, the lagoon embanlcrnent and surrounding aters
CP
should be fe.tiliz„ed with 800 pounds pp..: ace of 10-I0-10, or
tativzdent.
3-,=h and tr-....s on the embankment n, ust be con=lied. This may be
ppe by mowin. smving, grazing, chopping, or a combination of
these plmcdces. This should be done at least once a year and
possibly twice in years that weather conditions are avozble for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to eater
the Lagoon w^ Such chemicals could harm the bactczia in the Iagoon that are
the wash.
hfaiut non= insertions of the entire Iago}on should be made during the initial filling of
the lagoon and at Ierst monthly and after major rainfall and storm events. Items to by
checlxd should include, as a miairnun., the following:
_. Waste Inlet Pities, Recvcling Pipes, and Overflow Pipes —look for:
1. separation of joints
2- crL� or breaks
I accumulation of salts ormine--als.
4. overall condition of pipes

Lagoon surface —look for.
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for.
1. settlement, m-Ad ng, or "jug" holes
2. side slope stability —slumps or bulges
awet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
S. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. The= waves can erode the lagoon sidewalLs, thereby weakening the lagoon data.
A good smnd or vegetation will reduce the potmdal damage caused by wave actiort. If
wave action rattles serious damage to a lagoon sidewall, baffles irr the.lagoon- may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the darn: If yourlagoon has
any of th= features, you should call an appropriate expert familiar with design and
construction of waste lagoons_ You may nead to provide a temporary -fix if there is a du -eat
of a waste discharge. However, a permanent solution should be reviewed by the
technical =peer. Any digging into a lagoon dam with heavy equipment is a serious
und.dn- with potentially serious consequences and should not be conducted unless
recommended by an appropriate twiinical expert.
Transfer Pumps--chack for proper operation of.
1. re;.ycling pumps
2. irrigation pumps
Check for le2ks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a lie amount of vibration, may indicaxe that the ptimp is in nee or repair or
replaeemenL
NOTE: Pumping systems should be inspected and opmmted.freequently enough so that you.
are not completely "surprised" by equipment failure. You should perform yourpuniping
system maintenance, at a time whet your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having anearly full lagoon is northe time
to think about switching, repairing , or borrowing pumps_ Probably, if your lagoon is full,
your- naighbor's lagoon is full also. You should consider maintaining -an inventory of spare
parts or pumps.
Surface water divemon features are designed to carry all surface
drainage waters (such as rainfall runoff,. roof drainage, gutter outlets,
and parking lot runofr) away from your Lagoon and other waste
treatment or storage structures. The only water that should be
coming from yourlagoon is that which corner from your -flushing
(washing) system pipes and the -rainfall that hits the lagoon• directly.
You should inspect your diversion system for the following.
1. adequaae-vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If te4hnical assistance is needed to
detarm;ne proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
recor& the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your Iagoon level will rise with a certain rainfall amount
(you must also be red ording your iainfail for this to work). Knowing this should help in
planning im=ation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon- Operation
Startup:
1. Immediately after constriction establish a complete sod cover on bare soil
suziacs to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading bemas, taldna care not to erode lining or. bank slopes.
J. Drainnives into the 12400n should have a flexible -DiDe extender on the
end or the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
Ei'te IininQ.
4: When possible, been loading new lagoons in the sv_ ring to maxi
bacterial establishment (due to warmer weather)-
5. It is r=mmended that G new lagoon be steed wM sludge from a healthy
wofedne- swine lagoon in the amount of 0.25 p=--,—it of the full.lagoon
houid volume. This sealing should oc dour at le; st two weeks priorto the
addition of wasmwa.te:.
6. maintain a periodic check on the lagoon liquid pH. If the pH fails below
7.0, add-aghcultural lime at the rate of I pound per 1000 cubic few of
Lagoon liquid volume until the pH rises above 7.0. Optimum lagoon_ liquid
pH is between 7.5 and 8.0.
7. A dark color, lack; of bubbling, and a ;cessive odor signals inadequate
biological activity. Consultation with a technical specialist is re;:ommended
if these conditions occur for prolonged periods, especially during the warm
season.
lAading:
The more fre ruently and regularly that wastewater is added to a lagoon, the benerthe
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optim= for treatment. Pit recharge systems,. in which one or more buildings am drai.ne&
and recharged each clay, also work well.

Manab�me=
Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping fevers adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid Iever (Figure 2-1).
Cr
Start irrigating at the earliest possible dale in the spring based on
nutrient recuiremenrs and soil moisture so that'temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winr=.
The lagoon Liquid level should r..ever be closer than I foot to the lower
point of the dam or embankment.
Do nor pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Low float pump intakes approximately I& inches underneath the lia_urid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage orvege=tion,
molded feed, plastic syringes, or other foreign materials into the-Iagoon_
Frequently remove solids from catch basins at end of confinement houses or,
-wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment:
Remove sludge from the Iagoon either when the sludge storage capacity is
full or before it as 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
_.. Ratp- of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids =azadon of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
L ,00rt sludge that is removed annually rather than stored long =rm will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal =_hniaues:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby crc�pland;
and soil incorporam.
Dewater the uDtYr, part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto croDiand or forageland; and soil incorporate.
Dewater the upper parr of lagoon by irrigation onto nearby cropland or
roraReland; dredge sludge from lagoon with d e-- !l a oI sludge barze. berm
all area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewaee ; haul and spread with manure sbreader
onto cropiand or forza--'and; and soil incorvor�. '
Regardless of the method, you must have the sludge material analyzed for waste
consdruears jut as you would your lagoon water. The sludge will contain differ�t
nutrient and memI ialues from the liquid. The aDp ication of the sludge to fields will -be
limited by these nutrients as well as any previous waste avDlications to that field and crop
requirement_ -Waste application rates will be discussed in dem.i in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intar-t 'If you see soil material or the synthetic liner material being disturbed, you should
stop the a='Vl y immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the Line. is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphors and. heavy metal content
than liquid_ Because of this it should probably be applied to Iand with low phosphorus
and mc; al leveis. as indicated by a soil test, and incorporated to reduce the chance or
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be armlied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application sites
Extra precaution should be used to observe the wind direction and other conditions which
.ould inc.-rase the concern of neighbors.

W Possible Causes of Lagoon Failure
Lagoon fadu= -result in the unplanned discharge of wastewater from the sttumu-e. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
d=. A scut r, proper design and construction, the owner has the responsibility for
ensuring, structure safety. Items which may Iead to lagoon failures include:
Modification of the lagoon structure —an example is the placement of a wipe
in the dam without proper design and construction. (Consult.an expert in
Iagoon design before placing any pipes in dams.)
Lagoon liquid levels —high levels.are a safety risk.
Failure to inspect and maintain the dam_
Excess surface water flowing into the lagoon.
Liner integrity --protect from inlet -pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the clam, the moving water -will soon, cause
gullies to town in the darn. Once this damage starts, it can quickly cause a Ia.ge discharge
or wasmwater and possible dam fi ifiure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 9ro S45 39W
EMERGENCY MANAGEMNET SERVICES (EMS) O RqL alvo
SOIL'AND WATER CONSERVATION DISTRICT (SWCD) q!o agb aria
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9ro aqG sr zo -
COOPERATIVE EXTERSION SERVICE (CESj 1 a 114
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should nor wait until wastes reach surface waters
or 'leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for aff employees at the facility. The following are some action items you should
take.
71'. Stop the release of wastes. Depending on the situation, this- may ore may nor be.
possible. Suggested responses to some possible problems are lined belwo.
A. . Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows Lo -he lagoon immediately.
d. Call a pumping contractor. y
e. Make sure no surace water is entering lagoon.
S. Runoff from waste application field -actions include: .
_ a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reasons) that cause the runoff.
e. Evaluate the appiication rates for the Melds where runoff occurred.
C. Leakage from the waste pipes and sprinklers-acrion include: .
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarring pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation puma.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or'ditch from the embankmentto catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls -and lagoon,
bottom as soon as possible.
I'

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste• reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach- surface waters?
g. Are porable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that•have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. Concccz C"Es, phone number - , local SWCD office phone number - -, and local
MRCS o,"�ice for advice ftechnical assistance phone number - -.
4. If none of :he above works call 911 or the Sheriff's Department and explain you
problem to ahem and ask the person to contact the proper agencies for you.
Contac•: the contractor of your choice to begin repair or problem to minimize o 1 1-
site damage.
a. Contaac.ors Name:
b. Contracrors Address
c. Con LracLors Phone:
6. Contact tl;,e. technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as -advised by DWQ and technical assistance agencies to
reify the damage, repair the system, and reassess the waste manaament plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP'S to Minimize Odor Site Specific Practices
(Liquid Systarrts)
Flush Gurtors Accumulation of solids ( Flush system is designed and operated
sufficiently to remove accumulated
soil From gutters as designed.
( emove bridging of accumulated solids at
Lagoons end Pits Crusted Solids
Excessive Vegetative Decaying vegetation
Growth
Feeders rood Spillage
Feed Storage Accumulations of feed residues
Animal Holding Areas Accumulations of animal wastes
and feed wastage
V
41C—November t I. 1996
aintain lagoons, setting basins and
pits where past breading is apparent to
minimize the crusting of solids to a depth
of na ore than 6-8 inches ever more than
3 of surface.
tj Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's etige on impoundment's perimeter.
(Dry Systems)
{ J Design, operate anc maintain feed systems (e.G
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g, 7-70 day
tntervai during summer, 1 S-30 day interval during winter).
{) Reduce moisture accumulation within and around
immediate perimerer of feed storage areas by
insuring crainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break uo accumulated
solids in flier strips around food storage as needed.
(J Eliminate low area Char trap moisture along fences
and other locations where waste acetimulates and
and disturbance by animals is minimal.
{ Maintain fence rows and filter strips around oriimal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulatod
solids as needed).

Dry Manure Handling Accumulations of animal wastas (} Remove spillage on a routine basis (a.g. 7-10 day
systams interval during summer, 15-30 dayr interval during
winter) where manure is loaded for land appricz don
or disposal.
() Provide for adequate drainage around nnanwe atockpies,
(j Ir specr for and remove or break up aceu ra atad rvastas
in -filter stripes around stockpiles and manxrre handrav
arose an needed.
The issues checked( ) pertain to this operation. The landownerintegrator agrees to use sound judgrrlen; in applying
insect control measures as practical.
l certify the aforementioned insect control Best- Management- Practices have been reviewed with me.
(Landowner Signature)
or more infommdon e+omaa:zhe Cooperative Exten9on Service, Department of Entomology. Box 7613,.North Carolina Slate Unhmrsiry, Raleigh. NC
.7695-7913.
MIC—November 11. 1996

SWINE FARM WASTE MANAGEiMENT ODOR CONTROL CHECKLIST
Source Cause BMPjs'to Minimize Odor Site Specific Practices
Farmstead Swine production ("I V etativo or wooded buffers:
(I Recommended best management
actices;
( Good• judgment and common sense
Animal body surfaces Dirty manure-coverad animals (-Dry floors
Floor surfaces Wet manure covered floors KS ad[ floors;
:;pd4is
rers located over slotted floors;
( at high and of sorid floors:
(rase manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine 4frequant manure removal by flush.pit
recharge.orscrape
Parital nacorbial decomposition {) Underfloor ventilation
Ventilation exhaust fairs' Volatile gases; ( )•f' maintenance;
Dust ( ff+ci-ent air movement
Indoor surfaces Dust 111 (/ asndown between groups of animals
(} Faed additives;
{) Feeder covers;
{) Feed delivery downspout extenders to
feeder covers
Flus!- ranks Agitation of recycled lagoon {) Fiusn tank covers
liquid whites tanks are filling { } Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points
Agitation of recycled lagoon
{ } Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
X�i tion during sump tank filling
(} Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
{) Box covers
or junction boxes -
conveyance
End of drainpipes at lagoon
Agitation during wastewater
() Extand discnarge point of pipes
undernaath lagoon liquid level
-agoon surfaces
Volatile gas emissions
( Pr ar lagoon liquid eaaacity
Biological mixing
otract lagoon startup procedures
Agitation
{) M� um surface area -to -volume ratio
( nimurtt agitation wnen pumping
(} Meenanical aeration
() Proven biological additives
agauon sprinkler n0x1es
Nign pressure agitation
( rrigate on dry days with fittie or no wind
Wind draft
( L/rwj7lurn recommended operation pressure
( ]ii t' fRl9 in LeKe near IegO.OR liquid surface
{) Pump from second -stage lagoon
AOC—November 11. 1936

torago tank or basin Partial microbial decomposition ( ) Bottom or rnkuovel loading
surface Mixing while filing (J Tank covers
Agitation when emptying (} Basin surface mats of solids
(} Proven biological additives or oxidants
Serving basin surface Partial micobial decomposition
() Extend drainpipe outsets underneath liquid
Mb ng while filling
level
Agitation when emptying
() Remove serded solids regularly
Manure, slurry or sludge Agitation when spreading
It ) Soil injection of slurry/sludges
spreader outlets Volaule gas emissions
{ ) Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry volatile gas emissions while drying {) Soil infection of slurry/sludges
or sludge on field surfaces { } Soil incorporation within 48 hours
{) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or w6denu
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits
pits O Proper location/eonsrruction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( KGrade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Pooriy maintained access raeds ( arm access road maintenance
r- 's from farm access
Additional Information_
AvrBable From:
Swine Manure frlanagemen^ C200 Rule/BMP Packet
NCSU-.aunty rxtansion Center
Swine Production Farm Potential Odor Sources and Remedies. EBAE Fact Sheer
NCSU-BAE
S wine Production Facility Manure Management: Pit Recharge —Lagoon Treatment: EBAE t 28-88
NGSU-i3AE
Swine Production Facility Manure Management: Underfloor Fuse —Lagoon Treatment; EBAE 129-28
NCSU-SAE
Lagoon Desig and ManagernaMfar livestock Manure Treatment and Storage; EBAE 103-23
NCSU-iAE
Calibration of Manure and Wastewater Application Equipment: EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine auildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Procrartx NPPC Manual
NC Pork Produces Assoc
options for Managing Odor. a report from the Swine Odor Task Force
NCSU Agri Communiad6ons
Nuisance Concerns in Animal Manure Management: Odors and Fries- PROio7. 1995 Conference Proceedings Florida Cooperative Fxiension
The issues checked ( ) pertain to this operation. The landownerCntegrrtor agrees to use sound judgment in applying
odor control measures as practical.
certify the aforemerrtioned odor control Bess Managment Practices have been reviewed with me.
i
(Landowner Signature)
liOC—November 11. 1296

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
{ ? Burial three feet beneath the surface of the ground within 244 hours
after knowledge of -the death. The burial be ar least 300 feet from
any flowing steam or public body of water.
{ z)Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( } In •the case of dead poultry only, placing in a disposal pit of a size and
design approved by The Department of Agriculture.
{ } Any method which in the professional opinion of the State
Veterinarian would make possible the salvage or parr of a dead
animal's value without endangering human or animal health. {Wriren
approval of the State Veterinarian must be arrached)
r

.:��-9I�7 �ii:: � fix. _ i � ' ' • �
mat
i'
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings. The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with the Ag-Rain E30 traveler. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist
of using a 4" x 4" x 2" Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings
{elbow and MIP adapter} with an AV150. The thrust block areas have been calculated
and are listed on Exhibit D-4 in the plan. The design of this system requires the use of a
97" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which
must be used to achieve the desired application. This information is given in detail on
page 2 of this design. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling. The suction assembly for the power unit and pump to
be used should be a minimum of 4" x 30' alluminum. A pressure gauge should be
installed on the discharge side of the pump where it can be seen during startup of the
system.
SYSTEM START UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out the hose at a speed
not to exceed 3mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on
the gauge. Increase rpm's slowly until desired pressure is achieved. Set all "Murphy"
safety switches to insure immediate shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the time a run will be completed -- but, make it a practice to
idle the system down instead of relying on the safety timer. Check all safety switches on
the reel after each start -up to insure proper operation. Read and review the
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specifications
C L4
IRRIGATION SYSTEM DESIGN PARAMETERSI
r""ALb rR.lAfC
713 69al , _5r.CE£r-
County:
Date:
Iix111T31T' D-1
Fleldt
Number
Approllikute
Afail+aunl
Ueemble Slat
of rleld2
(acres)
Soll Type
Slope
(%)
Crop(s)
hlaXlu+um
Applicallon
Reld
(hdhr)
htaslnuu+i
Applicallon
per Irdgallon
Cyc1e3
(filches)
Comments
A
/, a'
A
z
�r.,Na+ CG} f,�..<< G:: �•.
L
/
z a
Z
A .►3
6-2
%a:.chnuo.a (26) ir11
lG J Snrn„ GAA,•
• :o
!
,See allached Inap.
2,1-01iil field ncreage mimes required bulTer areas.
31terar to N. C. Irrigation Guide, Meld 01Tke Technical (elude, Seclloti if G. Annual applicllliou musl not exceed the agroi omits rides for the Soil and crop used.
NTH ANC
JUN+-, r996

TABLE' 2 - Tnivcling irrigii1lon C;tln Selling-4
Ntaltc, niaila ami'rype of I?quipnlc 11 ,
- - - - - - - A c, - �A,,, L 30 7A1..— - �. X /d0Q H°S� (SOA! $� l SD I. / 97 .,ICING /CNIr Dmn,
Field Nol
and
1I dram Nod
Travel
Spccd
(Il/utiu)
Application YRAVEI, LANr
Rule Effeclive ER'eclive
(1440 Width (ill IA:uglh (11)
Welled
Piamcler
(feel)
EQUIPMENT' Sf:WINQS
Nozzle Aperaling operstlug
Dianteter Pressure Pressure Arc
(idchcs) Q tiva (1d) llacl (ai) Pallent
3 4 3M I
+
Ccauua,�la
/A - l
3.Sa
. fG //4.
1 Yy
Z 90
, 97
70
9P
/eo
/, Z? 4c
Ili - Z.
3.58
, 5(P //CP
73Y
Z sp �
197
7e)
9I?
Yee-
/.95' .ac
3
/f
si• /oa/Go
z9e
97
70
9a'
J�O�
,aL.ae_
Z13 -
nr
, Z8 3.Ik l,r.xWs1'
Z9,0
s7
7a
9F
3/=.6'
1.9Z
,3N z/c.
7/0
c9.5
Z9,D
a7
70
360'
3;52 Ac
z/. 1,
Z,77
YZ /3.f
785
�,57
70
9d'
Z4'a"
2.y3 A�
3 - 7
3.SV
, 5(P /90
31s
z 90
, 97
70
9 h'
/Po'
.72 Ae—
z00
-
2/0
_
Z 96
i 7
7p
9Z
3da"
.9G �c
Z•ix 11.91
,vZ . 3 /9G ZrG Z7S &AP
r74
, 97
20
9�' _
Z* boao
AVg6 IZ,42Ae rarwa 3.Z7 .qe
l fire alluched atop.
2Sltow sepornlc e111rics for cuch hydruul locnliun iu cuch fichl.
311sc the followiltg uUUrevinlions fur voriatts arc I)MIcnts: F (hill circic), TQ (ltuc:: Iluurlers),11' (Iwo lhirds), I) (baif circle),'r (oue t)tird), Q (one clltnricr).
May ow use dcgrce-s of ore.
N NC
JUNt, 1996

EX111BIT D-3
'TABLE 3 - Solid Set Irrigalion Cull Settings P/A
Make, Model and Type of Equipment:
Field Nul
and
L.Ine Noz
Number of
N drams
Welted
Diameter
feet
hydrant Spacing (fl)
Along Between
Pipeline Pipelines
Application
Rule
(In/hr)
OPERATING PARAMETERS
Noule Operating Operating
Riumeter Pressure 'rime
(inches) it Gun ("1) II drant hr
Comments
,See allachod map,
ISliow scpuralc entries for each pipeline with hydrunts in each field.
NT . NC
JUN-., 19m

TABLE 4 - Irrigailnn System Specitientions
i
Traveling
Irri allan Gun
Solid Set
Irritation
Flow Rate of Sprinkler (gpm)
5
Aerating Pressure at Pump (psi)
/
Design Precipitation Rate (In/hr)
Ifose Leuglis (feet)
�Gao
XHXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Englne, Electric)
r Nc.N�
Pump Power Requirement (hp)
zL 2 7
r
'i'ABLE 5 - Thrust Block Specilicalions
Designer may provide thrust block details on seno rule sheet.
LOCATION
TfFR11ST BLOCK
AREA (sq. A.)
900 Mend
y Z 7
Dead End
3.e3
'rce
r , z
W a=.•o
z •,io
ISce USDA-NRCS field Office Tcchnicul Guide, Section IV, I'mcticc Cock 430-DD.
EXI 11BIT DA
Nr y NC

RXI iIi3IT D-S
IRRIGATION SYS'f_F._M_1)ESIGNER
Name: 1j'6A'V ,ilf��+� W'Ey"e-d
Company: MNx'"rr• r f R.-s
Address: 70 31} ,rarer A4.1 , r!(: Zeys)"
Phone: �%le) Z r9 -4 NJy Er r yS/r
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs;
I. A scale drawing of Ilse proposed irrigation system which includes hydrant locations, travel lames, pipeline routes. Iln►ust block locations and buficr areas where applicable.
2. Assumptions and computations for detennining total dynamic head and horsepower requirements.
3. Cotnptuations used to delennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for detennining application tales.
S. Cotuputalions used to delermine the size of lhaskst blocks and illustrations ofall thrust block conliburntions required in the sysleal.
G. Man ufacltire r's specifications for Ilse irrigation pump, traveler and sprinkler(s).
7. Munufaclurer's specifications for the irrigation pipe nudlor USDA-MCS standurd for Irrlgallon Wnlcr Conveyance,
N.C. Field Oflice'fechnictil Guide, Section IV, Practice Code 430-1)1).
S. The infonnalion rcili6rcd by this form are the minimtmi requircauculs. It is like respoasibihily of the designer to consider till televual fuclors at it particular site and address them as
appropriate.
9. Irrigalion pipes should not be installed in lagoon or storage pond embankments will►out the approval of the designer.
NOTE: A buffer strip _Z.L feet wide or wider must be muinlained betwceu ilrc hinils of the ik7igatiou syylcni and fill perennial
streams and surface waters per NC Slatules.
NF ""-t NC
!U] 1996

11
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BIG GUN° PERFO i CE TABLES
�100 SERIES BIG GUNS —`24° TRAJECTORY'" s'. '1� �'`=' �:
�-
�100 T TAPER BORE NOZZLES U.S. UNITS
a5=
fhc
I G%u •'
zz'e
.IA
Na4ae
GPM DIA
Nozzle
S•
GPM CIA.
NO::te
65'
GPM DiA.
Nozzle
.T
GPM DIA
NOL''i
TS•
GPM DiA
I NOxz1e
8•
I GPM DIA.
ND:_'f
85'
GPM CM
hc�:e
9'
GP'A C7A
Nova•
IC•
GPM CIA
•0
47
191'
57
_-202'
66
213•
7a
222'
9t
230'
10.7
2aO'
1t8
250:
134
2S6'
152
26T
t0
YS'
64
74
225'
a7
235'
100
245-
tt5
256-
t30
265'
tSa
273'
165
25C
2G
30C'
60
SS
275'
_
159 ,
_21S'
- 227'
at
240'
96
250'
110
260'
126
270,
143
280'
164
258'
162
295'
224
3t6'
'C
EO
225'
75
23a-
a8
250•
IN
263'
120
275'
136
283-
155
295'
177
302- !
197
310'
243
338'
80
64
235•
79
248'
94,
250'
710
273'
128
285'
14{
295'
t65
305
789
3:4' `
210
325'
25a
35a'
5{
Ed
2�5'
63
256'
100
270'
It7
2D3'
t3s
295'
155
3C6'
1T5
Jt5•
241
Sit-
273
7.15'
2%4
]fit'
100
72
255'
87
269•
lOfi
280'
[23
243'
1'3
305'
16.3
316'
185
325'"
2t2
336'
73S
345'
2D9
372'
tt2
76
2a�'
92
276'
Ill
290'
129
303'
150
315'
17t
32a'
t95
335'
222
3�'
N7
355'
]C4
]EO'
-'AvariaDle-wiy .'iiil F100 d $A1C4.
:_�. '.:.:�= �::'"'
_
'-:
- - nsY�
iAtt=1V
L.. •_: ,--`.'�:
,"�. "c: sc, ... i`.
:� =. ;`a�;.e
- _ .�'Yi-• � �+
'
�
L � F �-
`-
- -r '"r.'i�r '�ai�" =•' ; �
��-y',� '•r :%.-1:'%•
';�_
w
100'R Ri G'NOZZLES -U.S. UNITS
�
t
t
_':�?r� -' 7
;�.•�: _� ,�;;.:.
- ri
;2_:
�TY -e.
?5 1
Rmq
G u -4
^DIAL
r P
jl G M
Rrnq
.76eas-;-+I
01A.
Ring
ate-
GPiA
DIA.
Arng
as
GP.v
DIA.
I
GPM
Rrng
69s-
DIA.
4
`I GPM
?�S
14 •31A.
GPm
Rrnq
965-
DIA"
50
74
227'
as
225' _
100
230'. _
715
240'
129
250'...-
ISO
255'
167
260'
6C
a'
235
96
240'
Ito
245'
125
260,
lat
270'
[64
275'
183
280'
7Q
a8:
245'
104_250'
71a
260
135
275'
752
297 -:
-
„ 177
-
295'
t98
_300'
!O
9.4
2`_S'
Ill
265'
121
275'
145
285'
163
3DO'
t59
SCSI
2'7
371'
90
94
2SS'
117
, ,275' ,.
134
285' _
154
29S'
173
31(Y
;,' 201
-
315,
224
325'
iC6
1'_4
2T0•
T24
207
7a2
295'
162
305,
182
320'•
272
325'
<�6
335-
110
1t0
775,
130
`290'
U9
305' -
170
315'
191
325' '
22-'1
M5,
lea
_
345'
=f of proximainty 3% less IDr 01a 21• trajectory angle; 6% ku for 18• :'".s_Z f. ;-:' .. r% - �: v3�
.yt •-711i zfiametar CJvnt 4 aD - 1N­7. !'.:,:r'•'t ''4r�_'.+.7,e�A ti'��}'''j- - -F sw��. _ r..�T-C.,J.„_ ��J_ s:� •-;150 SERIES BIG GUNS24 'TRAJECTORY ,:,, :''3;-
y150 T TAPER BORE NOZZLES U.S. UNITS
FS 1
Gam'-1 '
Nozzle
G?11
DiA.
ND::re
GPM
CIA-
No,,
GPM DIA.
Na2xle
I Gpm DIA-
` ='e
GP'.I•
:1..
i Nczve
1 GO't CIA.
50
100
250'
130
277
S65
290
206 310'
25S
330, ••
_• _300
31115'
i ma
36G'
25_' 1
143
let
305'
225 325'
275
345,
3:C
i _95
380'
70 1
120
250• I
155
_285'
3v
�310,
197
320•-,
245 340'
295
_
360'
_
2_45
330,
475
395'
DO
124_
290'
165
2:0
335'
250 365'
315
375'
U3
'_55'
+=?
41C'
1i0 l
135
300' `
175
•32M
.223
3a5'
275 365
335
_ _
390'
4's
410'
``5
a25'
tCC I
1*
377• `
789
:-
330'
2'-5
355'
290 375'
355
4C0'
.2:
Z;2,
LAO'
lt0 I
15-0
323' r
195
_
3W
.390'
247
365'
305 Ms'
370
a70'
"s
yp'
' 925
'MI
1<:
:.,�.'
2C4
25?
375'
320 395' I
9a5
420- •-
ZEE
S.-
460'
�1ASO R RING NOZZLES - U.S. UNITS
�5.:GA4t
7-.r.S
?8'
Au1g
.97•
DIA,
Rmy
1.W
GPL'
DtA,
King
7-la'
GP!d
DIA.
ping
1.25-
I GP'.1 DIA.
: -g
G;:m!
C!A.
1 Aing
1 s.at-
1 G,
0iA-
50 J
100
24s'
130
255-
165
285'
205
30O'
255
3w
3C0
335'
35C
350'
EO I
SIC
2S13' f
143
260'
162
300,
225
315'
275
335'
3c•
3-4
365
365•
7O
120
Z70'
165
.'290' _.
197
310'
245
33W
— 295
owl
335
36s.
415
350'
Be
12S
230' j
165
300'
2t0
320'
260
340'
315
360'
u:
350' I
395'
fl0
135
2510' !
175
310• _"
223
330'
275
350'
335
370,
4Cs
390'
475
405'
1GC
t43
300• f
185
320'
235
340,
290
360,
355
380,
42_'
ZC0'
NO
415'
110
150
3w (
195
- - 330- •_
247
3SO'
305
370'
370
390,
445
410'
525
42S'
IN
14_7
3:5- I
204
335•
250
360'
320
390,
23s
4D0'
4E5
4n. ii
545
435•
-.3e-re'Th.:�rrirt;ete: W 1T1n7,1► a apprarl matey 3% less far tfle 21• Irajeclory "is- a' • i1 - r
00 SERIES BIG GUNS •— 27° TRAJECTORY" -+
200 T TAPER BORE NOZZLES - U.S. UNITS -
PS t.
NC='e
I -CS'
GP'A CIA.
NOxtie
1.1'
Gi'A DIA.
Nowt•
1.2'
GPM D[A.
Node
I-]-
GPM DIA,
NO2 21e
1 a-
GPM OIA-
N aZ'-e
I t j•
f GPm DtA-
NOZSIe I
I,fi•
GPM DIA- i
rua:: a
L75'
GPM Cu
Naxxle
1.9
� GPM DIA.
60
250
345,
285
3S5'
,.33D 375'
3a5
390'
445
410,
515
430'
585
445' -I-
695
470'
825
495'
70
270
3A3.-.' II
310
360,
355 395'
415
410'
sao
'30'
555
450'
630
465- 1
;ES
495•
390
Si5'
bO
290
375'
3O0
395'
780 - 41O'
445
Im.
515
450'
$90
470'
675
485' J
805
SIS'
4=J
535'
90
310
3�'
410'
403 42S'
475
44S•
545
465'
625
425'
715
so, I
555
535'
-.SS
555'
t00
325
40C I
370
42W
425 4A0-
500
46C-
57S
480'
660
500'
755
520'
900
SSO'
1060
575'
Ile
3a0
4'C'
I 290
430,
uS 'SO'
525
470'
605
495'
695
S151-
790
535'
9-S
SAS
1t10
$90"
120
355
`cZr
_ 405 _
440'
465 Im.
545
48c'
630
505,
725
530'
82S
`sw
985
Sao'
1160
605'
130
370
It2`_-
425
uS'
ass 455
565
486,
655
5t5'
755
5=O'
a60
560"
1C25
530'
1210
62o'
200• R RING NOZZLES - U.S. UNITS _
PSI
1 •,' R:ny
It,2s• ac�aii
" G7'.1 CIA-
t 1S-
11 46- aeevaq
GPM DrA.
R.nq
aruafl
GPMDIA.
I R1ng
{166- aGuaq
GPM CIA.
1 .^ Ring
(1.74' aetuaII
GPM DIA.
t "�' Ring
I133' assail
GP%f c)[A
2' Ring
1t43' urraaq
I GPM DIA.
'4
230
325•
300
355'
350
370,
410
390'
470
405,
S35
4a'9'
640 4J5'
c�
2530
3•'D'
1 330
37T
385
390,
445
410•
515
425'
US
"a'
695 455'
;^s
270
355'
355
3AS-
415
4Qs'
sa0
425'
Sss
440'
630
455•
755 475'
83
299
373'
f 380
400•
4AS
420'
515
ua,
590
455'
6:S
a?3•
ecs ago,
90
310
380'
405
415,
47S
435•
S45
455'
625
470•
71S
485•
ass SCSI
ICD
t+ 3i
33,0'
425
425'
Soo
445•
575
465'
6E0
4D0•
755
Soo,
900 520,
,to
I 310
<'T
445
433•
525
455•
SOS
475'
695
490-
790
Sig-
945 S35'
120
355
4t6-
ass
445'
545
465'
630
4a5'
725
500,
625
520,
915 SAS'
1-0
I 37:
Ais,
48S
450'
US
470•
655
490'
755
505'
1 a6O
S2S'
I5025 350'
, 17:
:fe diameter of :.pro.. y APPM AI-7 In- c+- «a)Ktor, angle. Vie less lot Ina 21• Iralec:ory arryle.
T?a SIG riVY• (ur-'Or1nAnCe data has tweo%Oatarn1V unC.r '1+11 :.;1 conn,nnn-. .�-• „ .. . a

--Specifcations--
30A PERFORMANCE GUIDE
(D2) 30A X 1000' WATER -REEL PERFORMANCE
Inches Depth of Application
320
Nelson
5pdntfar
System
**Irrigated
Travel Speed - Feet Per Hour
$R150
Perlormance
Inlet
AREA
IFreelp
40
50
75
100
1 125
150
250
1 430
d NOZ
PSI GPM I CIA
PSI
Width X Length
Rau
.SS
SO
100
250
72
175 X 1088
1.2
1.0
0.6
0.5
0.4
0.3
0.2
0.1
0.27
Ring
60
110
265
85
186 X 1093
1.2
1..0
0.7
0.5
0.4
0.3
0.2
0.1
0.26
or X
70
120
280
98
196 X 1098
1.3
1.0
0.7
0.5
0.4
0.3
0.2
0.1
0.25
Taper
80
128
290
110
203 X 1102
1.3
1.1
0.7
0.5
0.4
0.4
0.2
0.1
0.25
.97,
5o
130
270
80
189 X 1095
1.4
1.2
0.8
0.5
0.5
0.4
0.2
0.1
0.30
Ring
60
143
285
94
200 X 1100
1.5
1.2
0.8
0.6
0.5
0.4
0.2
0.2
0.29
or x
70
155
300
100
210 X 1105
1.6
1.2
0.8
0.5
0.5
0.4
0.2
0.2
0.19
Taper
80
165
310
122
217 X 1109
1.6
1.3
0.9
0.6
0.5
0.4
0.3
0:2
0.29
1,Dr
50
182
3M
108
210 X . 1105
1.8
1.5
1.0
0.7
0.6
0.5
0.3
0.2
0.34
Ring
70
197
310
124
217 X 1109
1.9
1.5
1.0
0.3
0.6
0.5
0.3
0.2
0.34
or .r
80
210
320
139
224 X 1112a.
2.0
1.6
1.1
0.9
0.6
0.5
0.3
0.2
0.34
Taper
90
223
330
155
231 X 1116
2.0
1.6
1.1
0.8
0.7
0.5
0.3
0.2
0.34
1.18'
50
205
300
107
210 X 1105
2.1
1.6
1.1
0.8
0.7
0.5
0.3
0.2
0.31
Ring
60
225
315
125
221 X 1110
2.1
1.7
1.1
0.9
0.7
0.6
0.3
0.2
0.38
at 1.0'
70
245
330
146
231 X 1116
2.2
1.8
1.2
0.9
0.7
0.6
0.4
0.2
0.38
Taper
BD
260
340
153
238 X 1119
2.3
1.8
1.2
0.9
0.7
0.6
0.4
0.2
0.33
1.2r
50
255
320
131
224 X 1111
2.4
1.9
1.3
1.0
0.8
0.6
0.4 `
0.2
0.42
Ring
60
275
335
151
23:i X 1117
2.5
2.0
1.3
1.0
0.8
0.7
0.4
0.2
0.41
Ij
or 1.1'
Taper
Hours For 1000 Fact of Travel:
25.0
20.0 13.3 1
10.0
8.0
6.7 1
4.0
2.5
System inlet pressure shown above is for Turbine Drives. Engine Drives will be appros 10 PSI lower.
Area covered may vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run is 5 acres.
' The precipitation rate Is In Inches per hour and is based on a sprinkler arc of 320 degrees
The 'System Inlet Pressure' is the pressure required at the traveler inlet. It Includes
allowances for the traveler plumbing and drive, PE tube and sprinkler pressure.
It does not Include any pressure allowances for field elevation or mainline
pressure loss. Turbine
IMPORTANT. Turbine drives will have higher pressure losses at higher RPM
and are not recommended for travel speeds above 250 feet per hour.
For speeds above 250 Ft. per hour use an Engine Drive_
Follow the belt pulley selections below. lGearbox
Lowest speed pulleys: lip to 75 feet per hour.
Medium speed pulleys: From 75 to 125 feet per hour.
Highest speed pulleys: From 125 to 250 feet per hour.
NOTE: Specifications are subject to change without notice.
P21 5Y7-013&e
42

a
6c0
BE=RKELEY P U M P5 'CURVE 4117
DATE 3-1-BB
TYPE "B" RATING CURVES PAGE 2.02suP=RseoEs
ENGINE DRIVE I C-,:rve4ll7 Pa e2.02
mI Oa!ed 4-1-85
C...: 4.r..br C.I. P.RM.. !1-:553 u-mma H-1e63 V.w IOVS 11. IL _ C)<!..
1�.a..: ...r..r.l C.F. r...M.. L-!C01 u..xx- L-3038 olI I3-1/2" FuLt
!.1lIn.VM �.7CR[IMd PR[f sUR( 2.f P S F ' 4iY MIQ
j.
... .._ .... '..,, _...
..
_
.alT ... 5� •. ..7c¢
.....
_....'..I�
.I -.7d
CFt•1•
1rMCY
e-
_._...._.
. .. i.
..
...........
_d..
_..._.
.._. L_..._,;
f-
El-E-2
E
:...
-•ccl ;PH - - ... _...
....�I
- ..._. ..... j
..
....
....... 1.__.-..._.
�... =CC 7PM ... F.......... ......
I'
1
. F
1
CO 2 -*3 300 400 K-0 h"0 100 Boo 900 : OO4 1 : r-lo -12m
CAPACM M U.S. OALLOHS PER MMUTE j''+
C-7CC= ...a s" T_25514 Sr....s.. r ,C45 0.1w 10-27-71 of 3-29-72 MODEL E• 3J Q B M
MJLJ
I

JOHN DEERE POWER UNIT
January 1, 1996
JDPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2400
4039D
52
54
57
61
62
65
67
67
.357 C 1800
4045D
58
61
64
66
67
71
71
74
.347 C 1600
4039 T
69
73
76
79
82
84
85
88
.340 C 1800
6059D
76
80
84
87
90
93
96
100
.350 C 1800
4045T
f 81
84
88
.90
92
93
94
96
.342 C 1800
E068D
I 86
91
f 95
99
102
106
108
1i1
.345 C 1800
6059T y {
101
107
112
117
121
126
128
135
.336 C 1800
60687
I 122
128
132
137
141
142
144
145
.344 C 1600
6081 T
I 158
164
170
170
170
170
- 170
---
.350 C 1800
6081A-215
198
206
215
215
215
215
215
-- I
.332 C' 1600
6081 A-235
218
226
235
235
235
235
235
-- - f
.335 0 1800
6101 A
258
262
263
263
263
263
----
---
.334 C 1600
6101H
288
295
302
305
305
305
---
---
329 C 1600
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:
Gallons/hour = Actual hp x lb/hp-hr
7.076
3.. DERATING:
N.A. engines ("D" suffix):
Temperature -1.5% per 101F above 77° F;
Altitude -'3% per 1000 FT;
Turbocharged engines ("T", "A", & "H" suffix):
Temperature -1/2% per 100 F above 77° F;
Al titude - 1 /2% per 1000 FT
•
s
OR

i
Mq
.fl
L�
4
4
IL
.0
4
m

.Diamond ASTM D-2241
IPS-Pressure-Rated PVC Pipe
Approximate Coupler Dimensions
A
O.D.
C
Size
Gasket Race
Socket Depth
2
3.166
4.500
_.
-
2'/z
3-719
6.000
3
4.434
6.000
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
D-2241 Pipe Dimensions
Minimum Wall Thickness
0-1785
SOA 135 SOR.2: SOA-26
SOR-225 SOA+:
S.lr
C a
SO% -0
315 n+s1 200 Psi ISO PSt
125 ►si 100 PSI
.8e0
.109
.052
1.0so
. 1 13
060
1
1.315
133
063
1 6Ea
.1 e0
079 064
.056
� 900
le5
090 073
058
2
2 375
.15e
Ili 091
'073
2'1, "
2.875
203
137 "110
088
3 "
3.500
.216
167 "135
108
a '
e-500
.237
214 .173
AS 110
5
5.563
.258
A .214
171 136
6
E.E2;
.2EO
316 255
209 162
8
E 625
.322
410 .332
265 ' 210
10
j.750
.365
511 .413
331 262
12 _
2 , 50
.406
606 .490
392 .31 ,
1mor,d'S IPS Pressure -Rated PVC Pipe coupler
...de;s the requirements of ASTM 0.3139
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca•
paci(y.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
STC• � S ,
Lar�..aa:
Aie*41 ri{\!1
Pipc
A
8
D
Size
Insert
Sucko
Dis;mlc.
3
4 Ir
3 PS
5 1!'_
it
6-
5
6
7 13/to
S-
5 Ir_
6 7rs
1t3 1/5
10-
5 3/4
7 11-1
12 I!`
1 2-
6
S 114
14 t 1/16
Short form
Specific:ltion for Diainond
RVC Irrigation Pipe
AST1.4-D224I-SDR:'1,32.3,26,or2I
Diamond PVC Irrigation Pipe shall be madc or
compounds conforming 10 ASTdi D17S4 with a s
cell classification or 12-45.3. Di3mund PVC _
Irrigation Pipe muss mcct all the dimensional, _ =1
chemical• and physical requircr11c111, as oullincd - J
in ASTM D2241.-Anncz• ANSI/ASAt: S376.1. '
and SCS 430-131), and u":I1 be supplird in 20 liiut
laying lengilts.- f}
.- !r, .• a•a.ia�.1.:,

INSTALLATION
_)izmond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
bas- in accorsarcc with the installation procedures provided
ASTNI D2321, and the Installation Guide for PVC Water
?ipe (a "pocky: -sized" edition is available from your
representatjve or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487 and ASTM 13208.
T c asstmble. clean mating surfaces of the bell, spigot, and
basket. Apply gasket lubricant (furnished by Diamond
Pl:!srics Corporation) to the entire spigot end up to the
refcrence niark. Also, apply lubricant to the contact surface:
Or the oast et.
a..'iET t-e -pipe in s:.aight alignment, push the spigot into
e belt up to tht insertion line. If a pry bar is used to
::cpIy force, the pine should be protected by placing a board
GettVe-•• tilt b:::Ad the pint.
= rnal fo: _e dccs not complete the join disassemble the
ici-r and exc:::ine the parts to make ce.;ian they are free of
ors:.- c:icns. %visually inspect tf:c completed joint to insure
hastier h_s nct beta dislodged.
AYPRUXJAJ k-, E (:L;IDE FOR ESTIMATED RANGE OF DECREE
OF CO'-:rACTtON VERSUS E+4t3EM%1ENT CLASS AND METHOD
OF F IACLM_.NT AS PERCENT of STA*NDARD TRACTOR
DENSITY OR RELATIVE DENSITY,
Fl1H (:;.ANL:t AR MATERIALS M PaRENTrlkS1S"
CLASS 01: E BEDNSENT
I
It
III
Iv
I
•,. rCeIAL V Z SCZIP710,"
G.w•tLr
sl..fl lrl[CgKl
ar.r•G rl l.w
FirK Cat*
�I„LI.Lt
S,rIL C•:J.
Sofa
SI 6
Orw..w ... r.rc :v..an. •awlc
/ I: I
1 is
&10
f
So.• {v...w�.L1�., a:Lavl'
c a t\n.r+.a s: 1,...-I 0,.\w, sing,
Cl w.r.r. a. w-c L.wpr,
1$-100
/1 1(.' 1
1)'00
/0.100
.J-.....
(E6)SI
IM.::
:
f[471I
Un �•
zu
l'•SWI
(ll 71
Kt
1.4//lf
1\.••
Q Y
Table S. U1:SC•R1rrl O.V OP; /:wl n:OwN:nT al.TE21"L CL.C111 IL.1 plfr.
fUfL I;..L 4Y+Cl.f Rn� La'
cl...) rrrr
QL. I Lam,.- Nr.f.._r .w,.1r, p.--1.• —.1 11... I In .+.•, a .. w. r.. . .
:1 _.rr.J. ...., ..,-_.1 ..,rrr ...r ._. rw..,J ..-•. » .. a w..\.
0— II s«,.• cr u•.11 i.... L...rl. ti ,...r1 ..wl .. /..r _ 1.� �.c .. +..J
r Lal� rr.a{.. wa I .�.. M_. rr .\{ "„•+J •w Ir.. 1.1 .�..
i I..r...,..µ•r. � w_ ....r rMws r.. a)i •...wJ ._ k.. !� .... •
Ck..
L..._ r.•.r. If.. I .r-r \.r r_ .1\ •..•+1 _ w_ 1n .... f'1. .•
Sr r•rf,,.r,rJ.rJ. W,.._.Y, .r•I.. 1+4 •. �.f�. • u rw; .J.�...•
I..+:w ,_.rr K. r r.• M.r r.w ..\ ".•.►J.� \••`� •- r L-I.w
Clr.r 11) L.J.• CJ SAT,..-rl..
r w•r .I rr Y..r.♦r{ Mr•.rJr l... y ._r
Nrr M•. W16
1— 1\• L-k ML Ir_,— A. •.7 r .w ..N r rw. :1.....a .•..,. 1
CL
k.n'rl.rr Lr•.1 W_ S-4 -- L.. UM .. •.. ....
Llll 1_ 1 ­1
CH
Cl.-. V SrJ. Q. [k,w rk, . ..,.+_ ..- • I..• M a•_ ,.... t
CI! la,.w. rl.., .d _rLr•.. +-/+mow.., L.,.ti 1.--,•.+•M.. \.ti v.i •_
r ra••r. w.. :7o ...r -
• S_•_wr .. i6wrar.STN V 1111,rurs l» CI.•-1___rvJ -,..wit —,�)11 I1;r•,
I. ...d w. w lTN 0:JJ1, k.. r.. 1%f• v
••• I. .rd..r .. ASTAI V !.A].'...la . n, 4 Y• .... 1.1 ... ... J..1w..
.1....T raw Lk. " _rr ra. rrwli"k .1 C•..wll :.. .! C4.. ul-,
The haunehina area is ricst i^ter:_nt to the support of
PVC pipe. For good support, ti:e (launching =tea shoufd be
eoripacted to the densities Liven in the Lora Tertn
Del3eciion Chart.
Figure 2

0.0. r.l
I.O. IMS
EF.L I 10
x?X. 20
30
40
J
60
70
E0
40
100
110
!20
r3.1
140
!60
170
1EO
140
'00
210
-2}
2=0
240
?rJ
2.0
270
260
250
300
310
3s0
340
350
360
370
380
3'r0
4.00
420
44-0
460
4E0
500
FRICTION
LOSS IN POLYETHLa�E HOSE
I FRICTIOIi L055 PER !00 i cET POLYETH-LIKE IRRHATIUH ROSE (VATE,R)
P.S.. 40
40 62 75 63 50
135 125 120 110 3 2.7 2.5 2.1 1.60 1.30
4.5 4.1 4.0 3.7
D4
1.2
1.2
•�1.3
1.4
1.5
1.6
1.7
1.7
1.8
1.4
2.0
2.1
2.3
2.5
2.7
3.0
3.2
0.4
a. s
1.0
f.l
1.2
1.3
1.4
1.5
1.6
1.7
•1.8
1.7
2.0
2.2
2.3
2.4
2.5
2.7
2.8
2.7
3.1
3.4
3.7
4.0
4.5
4.6
1.2
1.3
1.4
1.5
I.b
1.7
1.4
2.0
2.1
2.2
2.4
2.5
2.7
2.8
3.0-
3.2
3.3
3.5
3.7
3.8
4.2
4.6
5.0
5.4
5.8
0.7
0.8
0.4
1.0
1.2
1.3
1.4
1.6
1.7
1.4
2.1
2.2
2.4
2.6
2.8
3.0
3.2
3.4
3.6
3.8
4.0
4.2
4.5
4.7
4.4
5.2
5.5
5.7
6.3
6.8
7.4
8.0
i.1 3.1
2.3 d.b
2.1
d.0 id.4
- -
- -
1.2
2.3
EA - -
- -
1.0
1.6-
_ -
1.3
2.0
4.4
14.4
-
- -
1.6
2.5
L. !
_
- - -
1.1
1.4
3.0
7.5
- -
1.3
2.3
3.6�q
8.4_�
Y_ _-
1,6
2.7
4.2"-
1.8
2.1
5.6-
2.4
4.1
6.4
--
--
2.7
4.6
7.2-
3.0
r.?
8.1
3.4
5.7
8.4
--
- �_-
3.7
6.3
4.4
--
--
4.1
7.0
----
4.5--
4.4
6.3--
5.3--
5.7--
6.2--
6.6
7.1
7.6
8.6
9,2
I

-10-
IN ALUMINUM PVC PIP'
FRIC`�'I.ON LOSS ... .
P.S.I. FHICTIOX LOSS P:3 fW Ri
P.S.I. FFICTIOX (_ --5 PER 100 F= pyC iUISATIOX PIPE
yrxlli{!'S IfiRI6+iIOli Pir=:Y! C11P[_IS
K 6 g I1 .I.D. 2 3 4 $ 6 8
0.1
10 0.1 - - - XIX. 20 0.4 0.1
YI'i. 20 0.5 0.1 _ _ - 30 0.8 0.1-
s0 1.1 .0.2 - - - _ �0 1.4 0.2 - -
44 1. ? 0.3 0.! 50 2.1 0.3 0.1
!] j 9 0.4 0.1 - ' " - 60 2.9 0.4 0.1 - - _ -
c0 4.1 0.6 0.1 - - - - - _ 70 3.? 0.5 0.1 - --
70 5.4 0.8 0.2 0.1 - " - F0 5.0 0.7 0.1 0.1 - - f� '1
g.? - - 1.0 0.2 0.1 - - - c0 - - 0.? 0.2
:0 -- 1.2 0.3 .0.1 -- "- 1C-? -- 1.0 0.3 4•' /
I.5 0.4. 02 0.
.1 I10 - - 1.3-
110 - - 1.7 0.4. 0.1 0.1. I}0 1.5 0.4 0.1 �� r
! w. 1.0 0.5 0.1 0.1 - _ 1.7 0.4 0.1 0.1
!_0 - - 2.4 O.c 0.1 0.1 " _ 140 - 1.9 0.5 0.1 0.1
14-0 - - 2.7 0.7 0.2 0:! - l=0 - - 2.2 0.5 0.= 0-! - -
1`0 - - 3.f 0.9 0.3 0.1 - - 1c0 - - 2.5 0.6
3.5 0.9 0.5 0.1 - - 0
1r0 - 3.f i.0 0.3 Q.! ' _ I-- - - 3.1 0.9 170 2.2 0.3 _ -
1=0 - - 4.3 1.1 0.4 0.1 r 150 - - 3.4 O.a 0.3 0.1 _
I:n - - 4.B 1.2 0.4 0.2 :C} - - 3.7 0.4 a.3 0.1
1.3 0.4 Q.2 210 - - 4.1 "0 0.3 0.1
--
_ 1.4 O:S 0.2 " - 4.5 1.1 0.4 0,2 -
s19 l 0.5 0.2 0.1 2-0 - - 4.9 1.2 0.4 0..
1.7 O.b 0.2 0.1 7.0 5.3 1.3 0.4 0.2 _
:.
1.8 0.d 0.3 0.1 1.4 0.5 0.2
24� - - - " 0.1 254 0.1
xo - - - - 2.0 0.7 0.3 1.5 Q.S 0.2
2.1 0.7 0.3 0.1 2'-�
1.6 0.5 0.1 0.1
260 1.3 0.8. 0.3 0.1 ��0 1.7 0.6 0.2 0."
Zi0 ' - 250
� - - - -• 2.4 0.8 0.3 0.! 290 _ _ _ _ l.8 - 0.6 0.3 0.]
2;0 - - -. 2.1 .0.9 0.4 0.1 - - - - 2.0 0.7 0.3 0.1
2.7 0.? 0.4 0.! 310 - - 2.1- 0.7 4.3 0.1
1!0 7-9 1.0 0.4 0.1 I:o 2.2 0.7 0.3 0.1
3.1 1.0 0.4 0.1 r0 _ _ - - 2.3 O.a 0.3 0.1
r 0 - - - . 3.3 1.I 0.5 0.1 340 _ _ _ - 2.5 0.8 0.3 0.1
__ --. 3.5 1.2 0.5 Q•1 _- 2.6. 0.9 0.4 0.1
1.2 0.5 0.1 _ r' 0.9 0.4 4.1
..; r 0. f 3b0 - -. -
3.8 1.3 0.5 T70 2.9 1.0 0.4 0.1
3-r0 - - 4.0 1.4 0.6 0.1 360 3.0 1.0 0.4 0.1
4.2 I.4 0.6 0.1 3z0 _ 3.2 1.1 0.4 0.1
0 - - - -
3:0 - - - - 4.5 1.5 0.6 0.2 3.3 1.1 0.5 0.1
4.1 1.6 . 0,6 0.2 4 _ _ _ _ 3.6 1.1 0.1 0.1
420
{C-? - - _
42. - - - - 5.1 1.7- 0.7 0.2 44.0 1.3 0.6 0.1
� __ - -.-- 1.9 0.8 0.2- 4400 __ __ 4.3 1.5 0.b 0.1
460 - - - - - - 2.0 0.8 0.2 460 - - - - 4,.7 1A 0.6 0.2
2.2 0.4 0.7 - 5.0 1.7 0.7 0.2
5 0 -- -- -- 2.4 1.0 0.2 �' -

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
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In --line valves can be suoplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1 gives an example of
different arrangements for thrust blocrks.
•
�L
I�w
Figure 1. Example of different arrangements for thrust blocks.
-5-

�` .rye :..+' a• '-
ic'ure 2. Ancnor,:ce blocks
for In -line valvES.
i abl E 1 is the forces
encountered at end plugs. to
calculate
forces encountered at bends,
tees and
t,ryes, multiply the
figure in
Table 1 by the factors given in Table
2.
Table
1. Thrust
W a t End
PI uas
Thrust in
lbs. for test pressure in psi
Pipe Diameter,�
100 PSI �
150 PSI
200-PSI
250 PSI
(inches
V,
295.
440
.590
740
2
455
680
910
1140
2!j
660
990
132.0
1650
3
935
1480
1970
2460
1320
2720
3630
4540
6
3741
5600
7460
9350
8
Ago
9740
13,OC10
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
0
10

Table 2. Factors for Calculating Thrust 14 for
Elbows and'Tees.
Tees .
4
E1b•o'vs: ' 900 = 1.411 Tees = 0.70 L
60° = 1..00�:
450 = 0.76
300 = 0.52
22:-50 — 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil l lb/ftz
r Mulch, peat and similar
Sort Cl ay
Sa nd
Sand and gravel
Sand and gravel cemented
with clay
Hard shale
0 1
I000 (r Z J
2000
3000
4000
10,000
Thrust block area (f�2) .. W Thrust ( Table I & Table 2)
Soilbearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
. There are a number cf machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, - backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter- of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will- expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line. at obstructions,
trenches should be curved within 1 imi is of curvature of the pipe.
Bris

F 0 r C;k � A 0 • ��,--
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed irr the:
design will alter the application rate, diameter of coverage, and subsequerrdy tine
application uniformity. For example, operating the- system with excessive pressure
results in smaller droplets, greater potential for drift, and- accelerates wear of -The -
sprinkler no.-_-Yle. Clogging of nozzles can result- in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and applica-Lion
uniform ity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper appilca ion rates and uniformity. Calibration at least once very
,hree yea-' is recommended. Calibration involves collecting and measuring flow at
saverai 'ocaz ons in the application area. Any number of containers can be used to
coliec, flovv and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
,.vithou: having to perform additional calculations However, pans, plas-;c buckets,
jars, or arrrthing with a uniform opening and cross-sec,ion can be used. provided
.Tie liquid collected can be easily Transferred to a scaled container for me_surina.
For stationary sprinklers, collection containers. should be located randomiv
throuahocr, +� application area at several distances from sprinklers. For ucveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart` along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless- day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Anima/ Waste Management Systems Manual

Field Calibration Procedures
for Animal Wastewater Application Equipment
I
HARD HOSE AND
CABLE TOW TRAVELER
IRRIGATION SYSTEM
North Carolina Cooperative
Extension Service
North Carolina State University

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

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

J
C
•
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reef cart 30
Left Right
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
collection -- -- 0 0 0 0 0 0 0 0 O O O C O 0 0 0- — — A
gauges
Gun
cart I
Direction of travel
II
. I
t J
Wetted diameter At feast one wetted
(320 feet) �"� diameter end of field
!I
I
i
v
Figure 1- General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES
1.
Determine the wetted diameter of the gun.
_
2.
Determine the number of collection gauges and spacing between gauges. For a wetted diameter of 320
-
feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
_
3.
Label gauges outward from the gun cart as either left or right (1-1, L2, L3, etc; R1, K2, R3, etc.)
:.
4.
Set out gauges along a'row as labeled and shown in Figure 1, equally spaced at the distance determined in
item 2 (20 feet). The row should be at least one wetted diameter from either end of the pull. The first
gauge on each -side of the travel lane should be 1 /2 the gauge spacing from the center of the lane. For a
gauge spacing of 20 feet, L1 and R1 should be 10 feet from the center of the lane...
S.
Operate the system for the time required for the gun to completely pass all collection containers. Record
the "starting" time that wastewater begins to be applied along the row of gauges and the "ending" time
when wastewater no longer is being applied anywhere along the row. Also record the distance traveled in
feet for the time of operation.
6.
Immediately record the amounts collected in each gauge. (Refer to Table 1 for an example.)
7.
Identify those gauges that fail outside the effective lane spacing, Figure 2. This volume is the overlap
volume that would be collected when operating the system on the adjacent lane..
8.
Superimpose (left to right and vice versa) the gauges just outside the effective width with the gauges just
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) collected in gauge R8 (outside the effective
lane spacing) to volume (depth) collected in gauge LS (inside the effective lane spacing), Similarly, R7 is
added to L6; L8 is added to 115; and L7 is added to R6. This is now the application volume (depth) within
the effective lane spacing adjusted for overlap.
`=

f Field Calibration Procedures
for Animal Wastewater Application Equipment
Lane 1
Reel cart —
1 Leh
8 716 5 4 3 2 1
0 0 0 0 0 0 0 0
Direction of travel I Gun
l cart
i
!I
V
1
Lane 2
Leh Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
0 010 0 0 0 0 0 0 0 0 0 0 0 0 0
Right
1 2 3 4 5 6 17 8 can I
o O 0 0 0-0 O care
1 �= 1
Effective lane spacing 1
(224 feet) ~�
_ Effective lanes acing
i (224 feetg
1
1
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
CALIBRATION PROCEDURES (continued)
9. Add the amounts collected in all gauges and divide by the number. of gauges within the effective area. This
is the average application depth (inches) within the effective lane spacing.
Sum of amounts collected in all gauges
Average application depth =
Number of gauges within effective width
10. Calculate the deviation depth for each gauge. The deviation depth is the difference between each
individual gauge value and the average value of all gauges (#7). Record the absolute value of each
deviation depth. Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive. The symbol for absolute value is a straight thin fine. For example, 121 means treat the
number 2 as an absolute value. It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is used in formulas in the text.
Deviation depth = ]Depth collected in gauge i — average application depthl
"i" refers to the gauge number
11. Add amounts in #10 to get "sum of the deviations" from the average depth and divide by the number of
gauges to get the average deviation.
Sum of deviations (add amounts computed in #10)
Average deviation depth = —
Number of gauges within effective lane spacing
12. The precipitation rate (inches/hour) is computed by dividing the average application depth (inch) (49) by
the application time (hours) (#5)
Average application depth (inch)
Precipitation rate =
Application time (hours)
4
6

J
HARD 'HOSE Ca3_E TiOV.TRAVELER
-': STEK IS
a
CALIBRATION PROCEDURES (continued)
73. Compute the average travel speed
Distance traveled (feet)
Average travel speed
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (:9) - Average deviation (#1 1)
U, = X 100
Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Ic Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. if the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certi€ied Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Modelj5_Q Type TaoerBore
Nozzle Dia. 0.9 inch Pressure (Gun) 70 asi Reel 105 psi
Netted diameter_320 Effective Spacing 224 ft Flow 197 GPM
Hose Size: Length 800 ft Diameter3in
b. Spacing between collection containers (spacing 320 (ft) / 16) -eft
c. Number of gauges = 16
d. Start of Irrigation event 7:15 a.m.
e. End of Irrigation event 9:00 a.m.
f. Duration (e-d) 105 minutes
g. Travel distance _320 feet
h. Operate the system and collect data.

1 �
Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
4
Gauge
No.
Distance
from Center
(feet)
Volume
Collected
(inches)
Overlap
Adjustment
(inches)
Corrected
Volume
(inches)
Deviation
from Average`
(inches)
Li
10
.94
.94
.235.0 - j)
L2
30
.80
.80
.095 (2 - j)
B
50
.59
.59
.115 ( etc)
L4
70
.61
.61
.095
L5
90
.30
.13
.63
.075 '
L6
110
.42
.20
.62
.085
L7
130
.33
L8
150
.07
R1
10
.73
.73
.025
R2
30
.81
'81
.105
R3
50
.92
.92
.215
R4
70
.64
.64
.065
R5
90
.50
.07
.57
.135
R6
110
.27
.33
.60
.105
R7
130
.20
R8
150
.73
'Absolute value; treat all values as positive.
i. Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12) 0.705 inches
Distance traveled (ft) 320 ft
k. Compute the average travel speed = _ _.04 ftlmin
Time (min) 105 min
average depth (inches) 0.705 in
I. Precipitation rate = _ ------ 0.40 in/hr
application time (hour)' 1.75 hr
m. Sum of deviations from the average catch 1�5
n. Average deviation from average catch (m/12) 0.1.13
o. Uniformity coefficient
0.705 - 0.113 i
U, = X 100 = 84 1
0.705 :1
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment
is necessary.
i
0

C--
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter 16) _ ---ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft)
L.- I L— .
d Stat f I =—a
ro rrigation even
e. End of Irrigation event
f. Duration (e-d) min ! . 3
oo'oo ooao,
DYeaiPa ar vaM I CVn
y g. Travel distance feet
,1
h. Operate the system, collect data, i
and record on the worksheet on page 8.
L Sum of all catches inches ^� '
j. ,average catch (i/number of gauges) inches j
Distance traveled (ft)
k. Average travel speed = _
Time (min)
1. Sum of all deviations from the average catch _
m. Average deviation from average catch
n. Uniformity coefficient
(j) —
U =
G)
(m)
— X 100 =
i a o o
7 i
p1 i 7. s a /9
c=
0 0 0 a
interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and. is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
J
Calibration Data (continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches) (inches)
L1
L2
B
L4
LS
L6
L7
LB
L9
L10
R1
R2
R3
R4
RS
R6
R7
RS
R9
R10
'Absolute value;
treat all values as positive. Reel t,R —
Lett
Rol,, Of a 7 G s. 3.7 1 1 1 34 s c 7 a
cvuecoen — 000000 a 0 a 0 0 0 0 0 0 0
gauges
cart
owemw at travel
Wetted Wameter At kast One wefted
r'—`� (310 feet) diameter end of field
ro

4
Prepared by
R.O. Evans, Biological and Agricultural Engineering Extension Specialist
J.C. Barker, Biological and Agricultural Engineering Extension Specialist
J.T. Smith, Biological and Agricultural Engineering Assistant Extension Specialist
R.E. Sheffield, Biological and Agricultural Engineering Extension Specialist
5, 000 copies of this public document were printed at a cost of S 1,962, or 5.39 per copy.
Published by
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE
Djstrsowed in furtherance of the Acts of Congress of May 8 and June 30, 1914. Employment and program opportunities are offered to all
people regardless of race, color, national origin, sex, age, or disability. North Carolina State University, North Carolina A&T State University, U.S.
'ppartment of Agriculture, and local governments cooperating.
4/97—SM—fMC/KEL--270201 AC-553-2
`97-30399

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Ronald Turner
Ronald Turner Farm
713 Cabin St
Pink Hill NC 28572
Farm Number: 31 - 548
Dear Ronald Turner:
MAR 17 2000
BY:_
March 15, 2000
IT -
CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that Ronald Turner Farm, in accordance with G.S. 143-215.10C, must apply for coverage
under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the
attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular
Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Dean
Hunkele with the Wilmington Regional Office at [phone].
Sinter y, 1
for err T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ronald Turner
Ronald Turner Farm
713 Cabin St
Pink Hill NC 28572
Dear Ronald Turner:
1 67F.IWA
IT
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-548
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites_ This would include nitrogen
from all types of animal waste as well as municipal and industrial sludgestresiduals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. I R1, IRR2, DRY1, DRY2, DRYS, SLUR1, SLUR2,
SLDl, and SLD2) and maintained in the facility records for review_ The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerel
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carotins 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

mcil 20, 1 o?g
JUSTIFICATION & DOCUMENTATION FOR IYIANDA T RY WA DETERMINATION
Facility Number SL/ -57-1 Operation is flagged for a wettable
Farm Name:.^acre determination due to failure of
On-Sife Representative: -- ,(r Pars 1! eligibilityitem(s) FT F2 F3 F4
InspectorlReviewees Name:plf&�L� E/ Dperafion not required to secure - -
- - - determlbai Dn this time based_ on
Date of site visit j exemption E2 E3 E4 _
Date vl most recent WUP: D Operationpended fear weff able acre
determination based on P1 P2 P3
Annual ;arm PAN depot pounds
Irrigation Sys em(s� _ r,-ircia .. 'i__ ;ard-fiose�raveler _center--Pi►iof system; 3. linearmove system;
4. stationary sprinkler system wdpenn3nent pipe; 5. sfananary sprinklar system wlporiable pip-;
n, stationary gun system wiper ranentpipe; .7. stationary gun -s}gym Wportable pipe
P,k T L iA Dakermination Exemptions (Eiigibiiity failure, Part Il, overrides Part i exemption-)
E, Adequate irrigation design, induding map depi�n wettable acres is c© leie
. g mp ��
and signed by an I or PE.
E2 Adequate D, and D31D3 imgaiivn operating parameter sheets, including reap
depicting wettable ass, is aDmD1Qt-- and signed by an 1-or PE.
l;3 Adequate D, irrigation ope; acing pa-m-maier snort, including maD deniCti"ng
wettable acres, is comnleia and silan-Rd by a WUP:
�4 7:. Hale rxrmptiDn a; v-Fin-d in Part III. (NuT�� °D exrmpiiori cannot be
anpifad to :annsin3 mil the eiin1buity ,;;�eciciisi in t�'ari 11. Complr#r �iigibiiity
cneciciis':, 'art Il - r'i i`2 3, b r tempi ing camDrr ion3li3nle in mart II1).
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aciiity Number 3t" -�� _ _
Part M. Field
by Field Determination of 750/6 Lxemption Kule Tor WA Determination
TRACT
NUMBER
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State of North Carolina 1 •
Department of Environment �f
and Natural Resources
Wilmington Regional Office NCDENR
James B. Hunt, Jr., Governor - NORTH G.RouNA DEPARTMENT OF
ENVIRONMENT AND NRURAL. REsouRCEs
Wayne McDevitt, Secretary
Division of Water Quality
July 24, 1998
Certified Mail # Z 312 646 160
Return Receipt Reiluested
Mr. Ronald Turner
Ronald Turner Farm
713 Cabin Street
Pink Hill, NC 28572
Subject: Routine Inspection Form
Ronald Turner Farm
Facility Number: 31-548
Duplin County
Dear Mr. Turner:
Please find enclosed a copy of the routine inspection form for the Ronald Turner Farm
conducted on July 17, 1998. I was unable to leave a copy on site at the time of the inspection.
If you have any questions, please contact me at [phone].
Sincerely,
Brian L. Wrenn
Environmental Specialist
S.IWQSIBRIA1VWlMIS 131-548.I..E'T
k'.4iW
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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■Print your name and address on the reverse of this form so that we can return ttds
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State of North Carolina MgMETM
Department of Environment,�'�Aj
Health and Natural Resourc MAY 15 19%1&74iF
Division of Environmental Management
.........................
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary � E H' N
A. Preston Howard, Jr., P.E., Director
May 10, 1996
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
MR. RONALD TURNER
RONALD TURNER FARM-TR1
713 CABIN STREET
PINK HILL, NC 28572
Subject: Notice of Violation # 96-024
Notice of Intent to Revoke Deemed Permit
Ronald Turner Farm-TRI
Farm Number 31-548
Duplin County
Dear Mr. Turner:
You are hereby notified that, having been deemed permitted to have a nondischarge permit for the
subject animal waste disposal system pursuant to 15A NCAC 2H .0217, you have been found to
be in violation of your 211.0217 Permit.
On January 31, 1996, staff from the Wilmington Regional Office of the Division of Environmental
Management inspected your animal operation_ It was observed that the facility was spray applying
waste during a rain event. In addition, the spray fields being utilized did not have an appropriate
cover crop. These fields were saturated and covered by standing water and wastewater in many
areas.
In accordance with the requirements of NCAC 2H .0213, you are hereby given notice that sixty
(60) days following your receipt of this letter, the Division of Environmental Management intends
to revoke your permit unless the following conditions are completed:
1. Immediately eliminate the discharge of wastewater or correct the violation.
2. Make any modifications needed to ensure there will be no future discharges.
3. An appropriate cover crop will be planted within 14 days of the receipt of this .notice.
4. Submit an approved animal waste management plan and have the attached certification form
completed. One copy of the plan must be sent to your local Soil and Water Conservation
District. The certification form and two (2) copies of your plan must be returned to the address
below:
Division of Environmental Management
Water Quality Section Operations Branch
P.O. Box 29535
Raleigh, NC 27626-0535
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

r
Failure to comply with the above conditions will result in permit revocation and therefore, the
existing animal waste management system serving your animal operation will be in operation
without a permit as required by North Carolina General Statute 143-215.1.
Your approved animal waste management plan must explain how you will collect, store, treat and
land apply your animal waste in an environmentally acceptable manner. To assist you in the
development of this plan and to provide the required certification that the plan is acceptable, you
should contact your local agricultural agencies such as the Soil and Water Conservation District,
the USDA Natural Resource Conservation Service, the North Carolina Cooperative Extension
Service or a technical specialist designated pursuant to the rules adopted by the Soil and Water
Conservation Commission.
If we have not received the requested animal waste management plan and certification within 60
days of receipt of this letter or if there are additional discharges to the surface water a civil penalty
of up to $10,000 may be assessed and you may be required to apply for an individual
nondischarge permit from the Division. This permit, if issued, will contain monitoring and
reporting requirements deter -nined to be necessary by the Division.
Although we will make every effort to work with you in correcting the problems found at your
facility, please be advised that nothing in this letter should be taken as preventing the Division from
taking appropriate enforcement actions for either these violations or other past or future violations.
If you have any questions concerning this matter please do not hesitate to contact either Dave
Adkins, Water Quality Regional Supervisor for our Wilmington Regional Office at [phone]
or Mr. Shannon Langley at [phone], ext. 581.
Sincerely,
1
A. Preston Howard, Jr. E.
ATTACHMENTS
cc: Dave Adkins —Regional -Water -Quality -Supervisor
Mike Sugg - Duplin County Soil and Water Conservation District
Tom Jones - Regional Coordinator, NC DSWC, Morehead City
CompliancelEnforcement File
Dr. Garth Boyd - Murphy Family Farms Inc.

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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional office
James B. Hunt, Jr. Division of Environmental Management Jonathan B. Howes
Governor Water Quality Section Secretary
February 22, 1996
MIIMORANDUM
TO: Bob Sledge, Environmental Supervisor
Water Quality - Compliance
FROM: Rick Shiver, Regional Supervisor ASS
Wilmington Regional Office
SUBJECT: Notice of Violation
Ronald Turner Farm #31-548
713 Cabin Street
Duplin County
Attached please find the subject notice of violation which was prepared by Mr. David Holsinger
of the Wilmington Regional Office. The report concludes that Ronald Turner has not met the criteria for
being "deemed permitted" set forth under 15A NCAC 2H .0217 - Waste not Discharged to Surface Waters.
It is recommended that Ronald Turner obtain and implement an approved animal waste management
plan within 60 days of this notice. In addition, Ronald Turner should be required to submit the completed
waste plan and certification form to the DEM - Water Quality Section Operations Branch.
It is also recommended that should Ronald Turner fail to submit an approved plan and signed
certification within 60 days, the facility have its "deemed permitted" status revoked (21-1 .0213, 2H
.0203 (12)) and be required to obtain an individual nondischarge permit.
If you have any further questions, please contact me at 910-395-3900.
ATTACE ENTS
drh:31-548.mem
cc: Dennis Ramsey
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone 9t0-395-3900 0 Fax [phone]
An Equal Opportunity Affirmative Action Employer

a
State of North Carolina
Department of Environment. s
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor ID F M
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Ronald Turner
Ronald Turner Farm - TR1
713 Cabin Street
Pink Hill, NC 28572
Subject: Notice of Violation
Notice of Intent to Revoke Deemed Permit
Ronald Turner Farm - TR1
Farm Number: 31-548
Duplin County
Dear Mr. Turner:
You are hereby notified that Ronald Turner Farm, which has been deemed permitted to
have a nondischarge permit for an animal waste disposal system pursuant to 15A NCAC 2H
.0217, has been found to be in violation of its 2H .0217 Permit.
On January 31, 1996, Staff from the Wilmington Regional Office of the Division of
Environmental Management inspected your animal operation and the lagoon(s) serving this
operation. It was observed that the facility was spray applying animal waste during a rain
event. In addition, the spray fields being utilized did not have an appropriate cover crop at the
time. These fields were saturated and covered by standing water and wastewater in many
areas. It was also observed that the lagoon had over two feet of freeboard at the time of this
inspection so it is unclear as to why the facility was spraying waste at this time. Application of
animal waste to any field without an appropriate cover crop and/or in such a manner not
consistent with best management practices is a violation of the animal waste rules.
You will need to establish and maintain the appropriate crop as required by the USDA-
NRCS specifications. USDA-NRCS requirements specify that animal waste shall be applied on
actively growing crops. And that waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with 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 on bare
soil.
P.Q. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Ronald Turner
Page 2.
Within 60 days from your receipt of this letter, the Division of Environmental
Management intends to revoke Ronald Turner Farm's permit unless the following conditions are
completed:
1. Immediately eliminate the discharge of wastewater or correct the violation.
2. Make any modifications needed to ensure there will be no future discharges.
3. An appropriate cover crop will be planted within 14 days of the reciept of this Notice.
4. Send in an approved animal waste management plan and have the attached certification
form completed. This form and a copy of your plan must be returned to the address
below and to your local Soil and Water District:
Division of Environmental Management
Water Quality Section Operations Branch
P.O. Box 29535
Raleigh, NC 27626-0535
Failure to comply with the above conditions will cause the existing animal waste
management system serving your animal operation to be considered in operation without a
permit as required by North Carolina General Statute 143-215.1.
The facility may be deemed to have a permit following revocation if the former permittee
makes such a request in writing and the previously stated conditions are met to the full
satisfaction of the Director.
Your approved animal waste management plan must explain how you will collect, store,
treat and land apply your animal waste to the land in an environmentally acceptable manner. To
assist you in the development of this plan and to provide the required certification that the plan
is acceptable, you should contact your local agricultural agencies such as the Soil and Water
Conservation District, the USDA Natural Resource Conservation Service, the North Carolina
Cooperative Extension Service or a technical specialist designated pursuant to the rules adopted
by the Soil and Water Conservation Commission.
If we have not received the requested animal waste management plan and certification
within 60 days of receipt of this letter or if there are additional discharges to the surface water,
a civil penalty of up to $10,000 may be assessed and you must apply for an individual non
discharge permit from the Division. Please find attached a permit application which must be
completed and returned if you wish to apply for an individual non discharge permit. This permit,
if issued, will contain monitoring and reporting requirements determined to be necessary by the
Division. This letter does not prevent the Division of Environmental Management from taking
enforcement actions for this violation or any past or future violations.

id
Mr. Ronald Turner
Page 3.
If you have any questions concerning this matter please do not hesitate to contact either
David Adkins, Water Quality Regional Supervisor for our Wilmington Office at (910)-395-3900
or Mr. Shannon Langley at [phone], ext. 581.
Sincerely, .
A. Preston Howard, Jr., P.E.
ATTACHMENTS
cc: Rick Shiver, Regional Supervisor
Mike Sugg, Duplin County Soil and Water Conservation
Tom Jones, Regional Coordinator, NC DSWC
Dr. Garth Boyd, Murphy Family Farms, Inc.
Compliance/Enforcement File
s:\wqs\daveh\dup1in\31-548.nov

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Date: 3
'Date: - - -
REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATION .A
Department of Environment, Health and Natural Res" rcesac `
Division of Environmental Management `01993
�E-
Water Quality Section
If the animal waste management system for your feedlot
is designed to serve more than or equal to 100 head of _ tie,�''78 �w
horses, 250 swine, 1,000 sheep, or 30,000 birds that are 911,,E
by a liquid waste system, then this form must be filled ou
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: Ronald W.'Turner
Route 2 Box 151A
Pink Hill, NC 28572
Duplin County
Owner(s) Name:
Manager(s) Name:
Lessee Name•
919-298-4585/298-3314
Turn Lt. onto SR 1148 (Rosemary Rd) and
go to Greenevers, follow SR 1953 (Pasture
Farm Location (Be as specific asposEBranch Rd) out of Greenevers to
direction milepost, etc.) : j lz intersection with NC 50, turn Lt. onto NC
50 N and go 3.0 miles then turn Rt. onto
y SR 1961 (Hallsville Rd), at Mallsville
turn Lt. onto SR 1702 (Blizzardtown Rd)
and follow thru Cabin until it intersects
NC ill, turn Lt. onto NC ill N and go 0.7
miles to 'farm entrance on Rt. (TT--32
min.; TD--21 miles)
Latitude/Longitude if known: QBSP # 24-003-02-25
Design capacity of animal waste managemen=ssttem
umber and
type of confined animal(s): 6
Average animal population on=-d-
{Number and type of
animal(s) raised) : _ //g6 j, •�-
Year Production Began: ASCS Tract No.:7 5 7 $?
Type of Waste Management System Used:
Acres Available for Land Application of Waste:
owner(s)_Signature(s):
(w.T. Davis, Serviceman)

.`_ State of North Carolina
Department of Environment,
Health and Natural• Resources Ajmri
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ®FE
A. Preston Howard, Jr., P.E., Director
March 23, 1994
Ronald Turner
Rt2Box 151A
Pink I -lilt NC 28572
Dear Mr. Turner:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A,NCAC 211.0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certification form (copy enclosed) to DEM by
December 31. 1991 New or expanded feedlots constructed after December 31, 1993 must
obtain sivmed certification before animalsr qt ck n the farm. Certification of an
approved animal waste management plan can be obtained after the Soil and Water Conservation
Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
a
Steve Tedder, Chief
enc: Water Quality Section
P.O. Box 29535, Raleigh, North Caroiina 27626-W35 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5n recycled/ 1 D% post-cansumer paper