710027_HISTORICAL_20171231

NORTH CAROLINA .�
Department of Environmental Qual

k"
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 71-27 FN3
2. Current liquid volume in structural freeboard
a, current liquid level according to marker 11.0 inches
b. designed structural freeboard zone 20.0 inches
(Normally 12 inches or greater)
c, line b - line a (inches within structural freeboard) = 9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 24,336 ft2
e. line c/12 x line d x 7.48 gallons/ft3 136525 gallons
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 19048 ft3
h. current herd # Q certified herd # 2600
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 5 days/line f=
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
ft3
® ft3
15400 ft3
3200 gallons
139725 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
I
PoA (5 Day) 2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: 71-27 FN3
line I =
139725 gallons
2.
structure ID:
line I =
gallons
3.
structure ID:
line l =
galions
4.
structure ID:
line I =
gallons
5.
structure ID:
line I =
gallons
6.
structure ID:
line I =
gallons
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
139725 gallons
5.15 acre -inches
fil. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
v, maximum
application rate
(in/hr)
w, maximum
application
amount (inches)
3157
3A
NoB
Wheat
3.64
144
0.4
.5-1
3B
NoB
Wheat
2.92
144
0.4
.5-1
4A
NoB
Wheat
4.30
144
0.4
.5-1
46
NoB
Wheat
.2.66
144
0.4
.5-1
5
NoB
Wheat
3.88
144
0.4
.5-1
6
NoB
Wheat
3.96
144
0.4
.5-1
7
NoB
Wheat
2.91
144
0.4
.5-1
x. total acres available during 5 day draw down (sum of column t) = 24.27 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.21 inches per acre to be applied within 5 days
PoA (5 Day) 2/21/00

• 0
line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump S haul and herd reduction options,
recalculate new hydraulic load based on new information.
Pump and haul may is needed due to irrigation system on the farm can not be used due to wetness of the
fields.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar clown in Bela;-tratticauiuty- across sous; +
Fields are wet and irrigation equipment can not be used.
2. Date and amount of last rainfall event?
DATE: 10/04/15
j. uate
07/2015
nott, etc.
AMOUNT: I 1.50 inches
m soil and weather conditions, is irrigation equipment capable of applying the volume in
line -n- at appropriate seaso
yes, if soil conditions allow it
5. Irrigation schedule for next 5 days -
e; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnan es in application rates ana amounts; ana any otner information tor consiaeration.
Smaller rings and short application times will be used with faster travel speeds. Pump and haul may be used or
Aeroway system used to land inject
Completed by Sam Edwards 10-5-15
PoA (5 Day) 2/21100

ASIA
RUNFRR
North Carolina Department of Environment and N�A���DWR
Pat McCrory Donald R. van der Vaart
Governor JUN 2 61015 Secretary
June 24, 2015 Water Quality Regional
Jason Vernon Fennell Operations Section
Fennell Nursery 3 Wilmington Regional Office
691 Little Kelly Road
Rocky Point, NC 28457
Subject:. Certificate of Coverage No. AWS710027
Fennell Nursery 3
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear Jason Vernon Fennell:
In accordance with your Notification of Change of Ownership received June 23, 2015, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Jason Vernon Fennell, authorizing the
operation of the subject animal waste management system in accordance with General Permit
AWG 100000.
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 Fennell Nursery 3, located in Pender County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder:. 2600 Farrow to Wean: Gilts:
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.
This COC shall be effective from .the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS710027 dated October 1, 2014. 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 read this COC and the enclosed State General Permit carefully. Please nay 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, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http://www.ncwater.org
An Eoual Oooartunity 1 Affirmative Aclion Emalover - Made in hart by recycled caner

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 WUP 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.
IT
Per NRCS standards a l00 Moot separation shall be maintained between water supply wells and any
lagoon, storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result -in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
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 Program 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 II.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
may find detailed watchlwaming information for your county by calling the Wilmington, N.0 National .
Weather Service office at [phone], or by visiting their website at: http://www.weather. oyg /ilm/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may be reached at 910-796-7215. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
Lor S. Jay Zimmerman,P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG100000) -
cc: (Certificate of Coverage only for all ecs)
Wilmington Regional Office, Water Quality Regional Operations Section
Pender County Health Department
Pender County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS710027)
Murphy -Brown LLC

Facitity/Farm Name:
Permit #: -
7100 a.L
Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
7/00 a
Operator In Charge (OIC)
Name:
First Middle
Facility ID#: 1 _� County:
7) - X7
Cert Type / Number: jgi0 R 99 41,21
.Jr. Sr, etc.
Work Phone: (Vo ) ,,?3) - f l w
gn 4 - Si ature: Date:7
JPF
"I certify that l agree to my designation as the Operator in Charge for the facility noted I understand and will abide by the rules and regulations
pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary Actions by the Water
Pollution Control System Operators Certification Commission."
Back-up Operator In Charge (Back-up OIC) (Optional)
Name: JUN 2 2 2015
First Middle. Lwi Jr. Sr, etc.
Cert T / Number. Work Phone: { Water Quality Regional
� .....��petations5ertia
Wilmington Regional Office
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the rules and
regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary Actions by the
Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name:
i
Phone* (9ho ) 7 70-D570 _ Fax#:
Signature:W.A.,6�&aDate:
Owner or authorized agent)
Mail, fax or email the
WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618
Fax: [phone]
original to:
Email: ce d iig(g nodenr.0v
Mall or fax a copy to the
Asheville
Fayetteville
Mooresville
Raleigh
appropriate Regional Office:
2090 US Hwy 70
225 Green St
610 E Center Ave
3800 Barrett Dr
Swannanoa 28778
Suite 714
Suite 301
Raleigh 27609
Fax: [phone]
Fayetteville 28301-5043
Mooresville 28115
Fax: 919571A718
Phone:[phone]
Fax:910A86.0707
Fax:[phone]
Phone:[phone]
Phoen:910.433.3300
Phone:[phone]
Washington
*Wilmington
Winston-Salem ,
943 Washington Sq Mali
127 Cardinal Dr
585 Waughtown Si
Washington 27889
Wilmington 28405-2945
Winston-Salem 27107
Fax: [phone] -
Fax: [phone]
Fax: [phone]
Phone:[phone]
Phone:[phone]
Phone:[phone]
(Retain a copy of this form for your records)
Revised 03-2014

N A
��iy
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
James M. Peay
K. D. Peay Pig Nursery
4234 Little Kelly Rd
Rocky Point, NC 28457
Dear James M. Peay:
Division of Water Quality
Coleen H. Sullins
Director
June 8, 2011
t
JUN 14 20t)
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS710027
K. D. Peay Pig Nursery
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
In accordance with your Notification of Change of Ownership received April 25, 2011 and subsequent
addition information received on June 6, 2011, we are hereby forwarding to you this Certificate of
Coverage (COC) issued to James M. Peay, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG 100000.
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 K. D. Peay Pig Nursery, located in Pender County, with a swine animal capacity
of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 2600 Farrow to Wean: Gilts:
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 AWS710027 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
_pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping norms are unchanged. with this
General Permit. Please continue to use the slime record- keeping forms. The attaches! �)]rerator
Designation Form must be completed and submitted to the address r,hown on the form within 30
days of receipt of this Perirnit.
1636 Mail Service Center, Raieigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service. 1-877.623.6748
Internet: www,ncwaterquality.org
An Equal Opportunity t Aritrmative Action Employer
Nne
orthCarolina
Nawrallry

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 WUP 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 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, 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 II.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
may find detailed watch/warning information for your county by calling the Wilmington, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/ilm/
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
[phone].
Sincerely,
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ces)
Wilmington Regional Office, Aquifer Protection Sectir n
Pender County Health Department
Pender County Soil and Water Conservation District
APS Central Files (Permit No. AWS710027)
AFO Notebooks

Ei PL'2v i
�CDEHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 20, 2011
Kenneth D. Peay •-�
Kenneth Peay Pig Nursery
4277 Little Kelly Rd
Rocky Point, NC 28457
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS710027
Kenneth Peay Pig Nursery
Animal Waste Management System
Pender County
Dear Kenneth D. Peay:
The Division of Water Quality (Division) received your sludge survey information on April 25,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at Kenneth Peay Pig Nursery. Due to the amount of treatment volume available, the
Division agrees that a sludge survey is not needed until 2013.
The next sludge survey at this facility should be performed before December 31, 2013. Thank
you for your attention to this matter. Please call me at [phone] if you have any questions.
Sincerely, Pam- z
11-14 MAY z 4 201�
Miressa D. Garoma BY:
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Permit File AWS710027
1$36 Mail Service Center, Raleigh, Nortn Car6ina 27689-MS
ocatm 2728 Capital Slvc„ Raleigh, North Carolina 27604
Phon 915-733-3221 1 FAX: [phone] CLlS M61' Service: 1-877-623-6748
internet: www.ncuaterouality.org
011:
NorthCarolina
Naturally
An Equal Uotionunily l Affirinalive Action Emclovu?

I A
,:4ja
CCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 27, 2011
James Melvin Peay
K.D: Peay Pig Nursery
4234 Little Kelly Rd
Rocky Point, NC 28457
Subject: Additional Information Request
Application No. AWS710027
K.D. Peay Pig Nursery
Pender County
Dear James Melvin Peay:
The Animal Feeding Operation Unit of Division of Water Quality's Aquifer Protection Section
has completed a preliminary review of your application for change of ownership. Additional
information is required before we may continue our review. Please address the following item(s)
by May M, 2011:
Missing Waste Utilization Plan:
APR 2 8 toll
BY:
Please submit two copies of your facility's waste utilization plan (WUP or; nutrient`s
management plan, NMP) that include information on the number and type of animals,
amount of waste produced, crop types, and fields along with technical specialist and owner
signatures. The WUP must have your signature as new owner as well as that of the certified
technical specialist that developed the plan. Please note that our records show the acreage
available for application on the Change of Ownership form to be less than that on a previous
WUP.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina
rules and regulations. Any oversights that occurred in the review of the subject application
package are still the responsibility of the applicant. In addition, any omissions made in
responding to the above items shall result in future requests for additional information.
Please reference the subject application number when providing the requested information. All
revised and/or additional documentation shall be signed, sealed and dated, with two (2) copies
submitted to my attention at the address below. Please note that failure to provide this additional
information on or before the above requested date may result in your application being returned
as incomplete.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality,org Location: 2728 Capital Boulevard
An Equal OpportunitylAfnnative Action Employer— 50% Recycled110% Post Consumer Paper
N�OS�"h Carolina
�/vaturully
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service. [phone]

If you have any questions regarding this letter, please feel free to contact me at [phone].
Sincerely,
C941'0—ti�—
Christine B. Lawson
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
APS Permit pile No. AWS710027

AuiI" .L WASTE2fA11ACZ" r CERTIFICATION PL.All CERTIFICTION FOR NEW OR FXPA1rDED eEEDLOTS
Plea— return the completed forts to tha Division of Environmental Hanagamamt at
the add.z-ann on the roverne sides of this f rm.
54MES AA. Tq�
Name of farm lea e rint} y?`1t1L2e'-`L
Address: 4�'I Litle �Ul Roes - "-
__ ROC14y Point., NC'. 28457 Phone No .:(g1 299-2_ .()86
County: -
Farm location. Latitude and Longitude:34°-26'-30V "6 7! 2g1eq,-sired) Also,
please attach a copy of a county road map with location identified.
7Jpe of operation (swine, layer, dairy, etc.): Swine.
Design capacity (number of animals):
Average size of operation•(12 month population avg.):
Average acreage needed for land application of waste (acres): , /p
--acha7.ca, specialiat certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 5F .0005, I certify that the new or
expanded animal «aste management system as installed for the Farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Snvirorunental tanagement and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 21-..0217 and
15A NCAC bF .0001-.0005. The following elements and their corresponding minimum
criteria have--been—verified. by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization for use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants. from stormwater runoff events leas severe than the 25-year, 24-hour
storm.
.game of Tea)-mical Spec &list (21ease Print): M. Kevin Weston
Affiliation: Mur.4 Family Farms, Inc.
Address (Agency) PC Box 759 Rose Hill., NC 2R411 Phone No . r 1 n) 280_21-Ul -gy, 592
Signature: %w Date: /Z z Z 9
__=_�-=a�=v�s=vaova=a-stv�cvaaaa,�arca as a=v vaaa:aaaavx==a��ary o[caac�v=v==s==
Owner/Hnaa,rar Ag---eement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan Eor.the €a..m named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-yeas, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
�'AMFS MELVr� /�qY N.,� "I, n
Name of Land
Signature:
(Please Pxir}) :
Names of Y.annger, if different Erom own
Signature:
:late: A change in land
{iE the approved plan
Environmental Managemen
t
ownership requires
is changed) to
within 60 days of
JUN 0 9 2011
BY.
Date: S 5It
t. o11
Please print):
Date:
notification or a
be submitted to
a title trans;:er.
DEM USE ONLY: ACi,fF�4 #
new certification
the Division of
RECEIVED / DENR / DWO
Aquifer Protpolion Sertion
JUN 66 2011

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41
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i 1 •� �j'i�M1
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�� ��� }�• er�1Le' ..r S y�kiEW "+r�1rM�" r k .t • M # fY r 1,1-� i^I ,gYi/
4�. �iw k, pEJ ..=J'A.�-•yC� �� .� } w�'�'.. •r•��-w � I � 1 _ � t..11 i
...-af.._".._...�"�e:=r�""'1..?;.,Ya...!!SL+:C•+.-1-"'r_•f"-/`r 1,0.�,i� r.�a."•:•1

CK:f C:>T L
PRODUCER: Kenneth Peay Nursery
LOCATION: 4277 tittle Kelly Rd.
Rocky Point, NC
TELEPHONE: [phone]
TYPE OPERATION: wean -feeder
NUMBER OF ANIMALS: 2600
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
RECEIVED I D&vR I D Aquifer Protertion 1r1YD
Section
Page 1 JUN 0 B 2011
�2�04

. . 1
.E y .. .7 j ) ,. - - ,qua. Y R`- Vim, �, r ,...,Y, Lr^^nG` „{� '�C;.'N k¢ 5!. i 31 t 1 ✓-y :y..
_.v Y i r 1W c
.;,, ,;WASTE UTILIZ XTION �'PLANr'r ',�� d µ r�
... __}..Y. u.,„,.�,ey..,,.:., r.u...EL..__. •,e' .zH4.Lc�AL..a._1�..�.-5.,..e.-...a,..,�.t
Amount of Waste Produced Per Year (gallons, ft. tons, etc.)
2,600 animals X 0.42 (tons) waste/animal/year
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,600 animals X 0.48 lbs. PAN/animal/year =
Guide Std. 633)
1,092 (tons) waste/year.
1,248 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Aonlication
Total L 0.001 - J
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield eMectafion.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

; rx� r � � , ' � j �� l � � t"� �"�� .., � � w p .,rre _�r..�•. �,rry � w,y;� gr r� . � a
:WASTE UTI LIZATIONP; uAN r ` �: r �, t,
.. .......... ...r_.�.,. ..Y .:.. �.._..,. «....-�.,,..0 _.„,,,a .-t; .y;�,».«._..w .-...t...,.u.......:.r.,.......:ca.w::..:x.v.:.c«...,+mar..S.(k_.....�'x�a:...u......_..:..........St..._.......,.�r.j.......�..s✓w
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1.
ype Per Acre* Utilized
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 0.00 -
Table 2 15.87 3,126
Total 15.87 3,126
Amount of N Produced 1,248
Surplus or Deficit 1,878
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE"U, MAZA, a PL` ANC 1` � sa
� ION
._........�,�a�.�-.�d�.._..�.snd..,:.Y,.f»m..�a.....,>a.-.a..,;-.a..a�..�a»Yrtt.:t .._...�Y..a
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate IniHr Amount In.
All NoB Row Crops 0.4 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY,
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are wetted acres. Plan is written as a two year rotation. It is suggested that
half of the acres be planted in corn and half in soybeans each year.
If full season soybeans, application window will be May - August._ Table 10 indicated double
crop soybeans.
If cover crop will be removed by hay, 100 # PAN may be applied. If cover crop is to be removed
by grazing, then 50 # PAN may be used. ^
Page 4

15 T ,�. '_x SS:. x r r r R w r-. -n r ..- i .,. r p, , x � •'" ,�.'^'^ y "1a 4
F.'WASTErUTILIZATI4NTPLAN9``YY' 'f e;tr:t_,.�� ,fit
.S,rl—.a •M.......
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.
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.
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.
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 t=OTG
Standard 393 - Filter Strip).
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 be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

� � • r rxr- M�3' C �� F '`6 �. x "w` II"e7 �izf
- 1WASTE ILITILIZATION`�PLAN'�{
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 ' Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

k,,t r- zdv a r - a- z- 7
, �WASTEMTILIZATI�N> PLAN �r � ��,.� �� s �
..taws.'..> "h....:.i.wrur.F,.,.w�..,..,�,�.,...a,.L..y: 2;, -i.il �r'- '?°.... i a
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate, Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of -utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

-'� y Fx . A ri r Y
i TE UTlLIZATION¢PLAN `��'
wa`....!.i. 4 -- -' '� 1 41- ?
WAS
_ .. _._.......x..l.....:ai...�:•.4.,...;'".:,..:;.n.....A.ii.;.a,......,.tiuu...+..wL......:..aw:c..r-._.._...:.�L�.�.u.:,r......��.a_..s:.��_
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Kenneth Peay Nursery
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Kenneth Peay
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Pleaseprint) Kraig Westerbeek
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature:
s `7
Date:
Page 8

7�"" s "� r ar „r, �r�..W" qs^ ra�-^�r-�^wss -:+ss �s-s as a-tir ^y-ner—ss s as- '-red •r -7 t�r'r� , r nn
c � s x r `� r
} WASTE UTILIZAT10N,9PLAN;,r 6§
�ro-a......a.�._.,_..,.�....i�_.r.._.,.z......i_Sr�....d.. si.M..:o, L
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System on
of my land for the duration of time shown below.
acres
understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: , 49 to 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Tract Field Soil
# No. Type
�'�WASTEUTILfZATILON PL°ANn{F� F{:< ; ;'A
s
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T3157
1A
NoB
Corn
118
2.21
260.78
March - Jul
1A
NoB
Wheat
144
2.21
318.24
Sept. - April
1A
NoB
Soybeans
132
2.21
291.72
June - Sept.
1 B
NoB
Corn
118
0.90
106.20
March - Jul
1 B
NoB
Wheat
144
0.90
129.60
Sept. - April
1113
NoB
Soybeans]
132
0.90
118.80
June - Sept.
1 C
NoB
Corn
1 118
2.97
350.46
March - July
IC
NoB
Wheat
144
2.97
427.68
Sept. - April
1 C
NoB
Soybeans
132
2.97
392.04
June - Sept.
1 D
NoB
Corn
118
1.03
121.54
March - Jul
1 D
NoB
Wheat
144
1.03
148.32
Se t. - April
1 D
NoB
Soybeans,
132
1.03
135.96
June - Sept.
2A
NoB
Corn
118
2.25
265.50
March - Jul
2A
NoB
Wheat
144
2.25
324.00
Sept. - April
2A
NoB
So beans
132
2.25
297.00
June - Sept.
2B
NoB
Corn
118
1.1
130.98
March - Jul
2B
NoB
Wheat
144
1.1
159.84
Sept. -A rii
2B
NoB
Soybeans
132
1.1
146.52
June - Sept._
8,9
NoB
Corn
118
5.4
637.20
March - Jul
8,9
NoB
Wheat
144
5.4
777.60
Sept. - April
8,9
NoB
Soybeans
132
5.4
712.80
June - Sept.
6,252.78
*two year value
any INA
Cover cro
30
-
Sept. -April
TOTAL 15.9 3,126.39
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Kenneth Peay Nursery
Address: 4277 Little Kelley Rd.
Rocky Point, NC 28457
Telephone: [phone]
Table 1 - Field Specifications
County: Pender
Date: 12/3/2004
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
1 A
2.21
Nob
<5
Row Crops
0.4
1
1B
0.90
NoB
<5
Row Crops
0.4
1
*change of arc required
1 C
2.97
NoB
<5
Row Crops
0.4
1
1 D
1.03
NoB
<5
Row Crops
0A
1
*see map for stop pull location
2A
2.25
Nob
<5
Row Crops
0.4
1
2B
1.11
NoB
<5
Row Crops
0.4
1
*change of arc required
8
2.78
NoB
<5
Row Crops
0.4
1
9
2.62
NoB
<5
Row Cro s
0.4
1

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 25A AgRain Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Pull No. (ft/min) (in/hr.) Width(ft.) Lengthfft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
136.5
Operating Pressure at Pump (psi)
123.2
Design Precipitation Rate inlhr
0.28
Hose Length feet
880
XXXXXXxx
Type of Speed Compensation
Mechanical
XXXXXXXX
Pum T e PTO, Engine, Electric
En ine
Pume Power Requirement(hp)____17.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
3.29
Dead End
2,333333333
Tee
1.63
Gate Valve
2.333333333
45 degree bend
.1.77
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek .................................
Company: Murphy -Brown, LLC
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the irrigation pump, traveler and sprinkier(s).
7, Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. it is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is intended to add underground 4" Class 200 PVC piping to replace the use of above ground
aluminum piping for pulls 2A, 8, and 9 for this farm. This work is detailed on the working drawing attached
to this design. Existing piping exists as shown, and is Class 200 piping as well. Pulls 8,9 have been
optional for use in the past, but are now incorporated into this plan as required. All applicable setbacks
in place at the time of farm construction, and at the time of the addition of pulls 8,9 have been noted on
the working map. They include, 1 00'from waterwell, and 75' from a public right of way.
The producer is familiar with the operation and maintenance, setup, winterization, ect... of the equipment
used in this design. Any questions should be referred to the irrigation dealer, or irrigation designer.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.8 inches
Sprinkler Pressure:
55 psi
Flowrate(GPM):
136.5 gpm
Wetted Diameter:
272 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
190.4 feet
Actual Spacing (feet):
180 feet
Actual Spacing (%):
66 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.28 in/hr
300 degree arc =
0.34 in/hr
220 degree are =
0.46 in/hr
180 degree arc =
0.56 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.62 ft/min
220 degree arc =
1.95 ft/min
180 degree arc =
3.25 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
4 inches
Velocity=
3.48 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction toss
Most distant hydrant: 8
Total distance: 2280 feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 1.03 feetl100 feet
Max. Mainline Loss = 234 feet or 10.1 psi
Total Dvnamic Head
Sprinkler Pressure:
55 psi
Loss through traveller:
50 psi
Elevation head:
0 psi
Mainline loss:
10.1 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.9 psi
TOTAL(TDH) =
123.2 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960 / Pump effeciency
Pump Description: Berkeley 133J
Pump Efficiency: 55 %
Horsepower Required: 17.8 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust:
2800 feet
Soil Bearing Strength:
1200 feet
End Cap:
2.3 ft2
90 degree elbow:
3.3 ft2
Tee:
1.6 ft2
45 degree elbow:
1.8 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 123.2 psi
70% of Pressure Rating: 140 psi
284.6 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet8
Pull #
Width
ACREAGE CALCULATIONS
Length --Start End Stop End
Pull Acres
_
1 A
1 B
1 C
196
138
196
335
165
505
0.38
0.22
0.38
0.32
0.16
0.32
2.21
0.90
2.97
1 D
212
62
0.4
0.33
1.03
2A
196
345
0.38
0.32
2.25
_
2B
136
235
0.22
0.16
1.11
8
196
463
0.38
0.32
2.78
9
196
427
0.38
0.32
2.62
15.88
Page 1

Z.
Al;I?iA.L WASTE HT.i;AGEHFtTP PLA.t; CERTIPIC1lTION FOR N7~Y; 4R SSPA2;DED FEEDLOTS
Pleaoe return the completed form to the Division of Environmental Hanag meat at
the add -room on the roverae aide of thin form.
Name farmP Ke3lt)
Address: 477Lit!e
Y
- Phone No.:(910) 259 29RF
County:-- Render _
Farm location: Latitude and Longitude t3 '_26'._307_1� 5t 28S equired) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): Swine
Design capacity (number of animals) 260'NursemT_
Average size of operation (12 month population avg.): 2600
Average acreage needed for land application of waste (acres)t
Technical Specialist Certification
As a technical specialist designated by the North Carolina Sail and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-000S. The following elements and their corresponding minimum
criteria,have_been verified by me or other designated technical specialists and
are included in the plan as appl-icable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants- from stormwater runoff events less severe than the 2S-year, 24-hour
storm.
Name of Technical Specialist (please Print}: M. Kevin Weston,
Affiliation: Mct�rphy Far�iiy Farms, Inc.
Address (Agency) :_; = PO Box 759 Rose H_ 11 NC 28A_,) Phone No. (910) ?AQ_2311 ter, 592
Signature:,- _ Date: /z�?l9
a----�=====ao=====�=n=n=a==snaaascaaa=a==sasses=aaae=sea=Yea�enna=aaa=a
Owner/Managar Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for.the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner, (Please 1.rirW_) :
Name of Hznauor, if different from owner(/(Please print):
Signature:
Noto: A change in land ownership requires
(if the approved plan is changed) to
Environmental Management within 60 days of
Date:
notification or a
be submitted to
a title transfer.
DE2'1 USE ONLY:ACKEWU
new certification
the Division of
RECEIVED /DENR/DWQ M00202091190
AQUIFF.R'PRnTFrT10N SECTION
MAR 16 2009

iperator:KENNETH PEAY
County:
FENDER
listance to nearest residence (other
than
owner):
AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
0 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
2600 head (wean to feeder)
x
30
lbs.
Describe other .
Date: 06/17/94
1500.0 feet
Total Average Live Weight
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 234.0
AREA OF TOP
LENGTH * WIDTH =
234.0 104.0
240.0
110.0
100. 4
90.4
1.0
3. 0 : 1
0 lbs
0 lbs
0 lbs
0 lbs
78000 lbs
0
78000 lbs
WIDTH DEPTH
104.0 9.0
24336 (AREA OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH =
18010
50.0
9000 ( AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
207.0
77.0
63756 (AREA
OF MIDSECTION * 4)
CU. FT.
_ [AREA TOP i
(4*AREA MIDSECTION)
- AREA BOTTOM]
24336.0
63756.0
9000.0
DEPTH/6
1.5

�l
`3. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 110.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26400.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
f3. 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.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
,C. 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 = 15400.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot r DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 15400 cubic feet
5D. 17600 cubic feet
TOTAL 52048 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7 inches ,
l�
25 year - 24 hour rainfall=====_____________>
0
nches
Freeboard===================================>
.0
feet
Side slopes_________________________________>
i
Inside top length===========================>
240.0
feet
Inside top width=====--------=----=--------->
110.0
feet
Top of dike.elevation=======================>
100.4
feet
Bottom of lagoon elevation==================>
90.4
feet
Total required volume=======================>
130048
cu. ft.
Actual design volume===W=___________________>
145638
cu. ft.
+�
Seasonal high watertable elevation (SHWT)===>
93.4
feet
Stop pumping elev.=_________________________>
96.6
feet
Must be > or = to the SHWT elev.==========>
93.4
feet
Must be > or = to min. req. treatment el.=>
96.4
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
85164
cu. ft.
Start pumping elev.==_______________________>
98.5
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
128038
cu. ft.
Volume at start pumping elevation===========>
124548
cu. ft.
Required volume to be pumped================>
34448
cu. ft.
Actual volume planned to be pumped==========>
39365
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
DESIGNED BY: APPROVED BY:
L/
DATE: 711/9 7 DATE: 7/ 1lg4,'
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:==____-_.._==.==_-�_-====_____==4CENNETH PEAY
County SENDER
06/17/94
Dist.to nearest residence (other than ownerl :
1500 ft.
sows (farrow to finish).===
saws Marrow to feeder): eder):-=- _---_-_______--.
head (finishing only):====_ ------- --------.
sows (farrow to wean):===__
head (wean to feeder):—
26W
Ave. Live Weight for other operations (lbs.)=::•
Storage volume for sludge accum. (cu. ft.):
Treatment Vol ume(min. 1 cu. ft/lb.)===_=_= -
1.0
25 Year - 24 Hour Rainfall (in.) === _ _ _ _ _ _ === >
3.0
Rainfall in excess of evaporation (in.) _ _ = W = •
7.0
Drainage area of buildings & (oW (sq. ft)=:.
Volume of wash water (gallons/day) = w = _ _ _ = _ _ _ _•
Temporary storage period (days) = ____===____=>
180
Freeboard
1.0
Side slopes (inside
3.0 : 1
7--:J- a.. ... 1e / \.
In rietopwidthNtl_====________===_--__—.:
110.0
Top of dike elevation (ft.):==-____ ____-___ -::.
100.4
Bottom of lagoon elevation (ft):==___====_=•
90.4
Seasonal high water table( SHVVT) efev.(ft.):=::•
03.4
(�
required volume:===== —_ _ -- 130048 cu. t
**TOTAL OO.K."
�y (� VOLTotal
Actual de -silo ► volume- ====.=1456'38 c.u. ft
111.°i9%
Stop pumping el.(::. or = to 93.4 ft. SHWT) -
96.6
0. or = to 96.4 ft-Min.)
Required minimum treatment volume: 78000 cu. Tt
x"TRMT. VOL a.K_w-
V%J, e at stop pu�-nping efeyution- 85184 cu. ft.
109.21 °o
Start pumping elev.:===_====_—___---=__—_=
98.5
Volume at start pumping elevation: 124W cu_ ft.
**STORM STOR. O.K."
Actual volume less 25yr-24hr rain: 128038 cu, ft.
102300/0
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:==== 34448 cu_ ft.
"TEMP. VOL O-K.**
Actual volume to be pumped:== • 39365 cu. ft
114.27%

�� r '.WASTEUTILIZATION;PLAN;:
......t_rn-J.r.,.1......i .,,n...,�+'!. ...+.�..."c .,......,N.
PRODUCER: Kenneth Peay Nursery
LOCATION: 4277 Little Kelly Rd.
Rocky Point, NC
TELEPHONE: [phone]
TYPE OPERATION: wean -feeder
NUMBER OF ANIMALS: 2600
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to bd grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques', preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1
Sl 3 r �d s

.Y �^Y 'I
���.,,,,zB?��� �iW`�' �� , r°WASTEUTI! TdION{�y}'PLAIN . rt.
F;`AIf '.` �ru�....� — tig.,i._ `L4.
Amount of Waste Produced Per Year {nallons, ft, tons, etc.
2,600 animals X 0.42 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,600 animals X 0.48 lbs. PAN/animal/year =
Guide Std. 633)
1,092 (tons) waste/year.
1,248 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Apol€cation
Total I 0.a01 -
"This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONGTERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2]j
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 0.00 -
Table 2 13.99 2,760
Total 13.99 2,760
Amount of N Produced 1,248
Surplus or Deficit 1,512
Itilized Application
NOTE: The Waste utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

�.,, aK � �r.++..n t,.�. ti r,�t. � x�mA *g' �,'. ""•"%""C'""'"��"�Y'C^`A'^e"'n ^-t rn.-. n- s`i-� r.�rYi;
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount In.
All NoB Row Crops 0.4 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation "see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are wetted acres. Plan is written as a two year rotation. It is suggested that
half of the acres be planted in corn and half in soybeans each year.
If full season soybeans, application window will be May - August. Table 10 indicated double
crop soybeans.
If cover crop will be removed by hay, 100_# PAN may be applied. If cover crop is to be removed _
by grazing, then 50 # PAN may be used.
Page 4

rE �iY ' ; _r�.l i f� 11StY` fyti
WASTEI:UTILIZATION.PLAN. �� .f x ,�r � ,
ILIZ +ism3 alias P.url�k.sfia ..ft1» .. . r0x . t.. � •:.:k
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.
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, helshe 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.
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.
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 be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

! 'r'?*i+�n�pr F'---�, .s.�cw+.�"..• ^�,"`'"....r'v*^`�"'.�"'�.'% yp "ri'`�.:��Tiy e j "�"�" nrr f
, ' s�, hY,V11AST4 UTILIZATION PLAN �� �,:.,��; ; u,: a �1
r eYr.'a!s fii'+:L�+s,�3..�+y,.u,�1'."f..
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Kenneth Nursery
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Kenneth Pea
(Please print)
Signature: X-1Dater
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: ( Please print) Kraig Westerbeek
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Signature:
Warsaw, NC 28398
Date:! )6_5
I V V V
Page 8

a sj-.4 -tiz s r 7 s tr't ..y
�.4'U�TILIZATION,PLAN��?+.°x�
Table is ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T3157
1A
NoB
Corn
118
2.03
239.54
March -JuI
1 A
NoB
Wheat
144
2.03
292.32
Sept. - AID ril
1A
NoB
5o beans
132
2.03
267.96
June - Sept.
1 B
NoB
Corn
118
0.84
99.12
March - July
1 B
NoB
Wheat
144
0.84
120.96
Sept. - April
1 B
NoB
Soybeansl
132
0.84
110.88
June - Sept
1 C
NoB
Corn
118
2.75
324.50
March - Jul
1 C
NoB
Wheat
144
2.75
396.00
Sept. - April
1 C
NoB
Soybeans
132
2.75
363.00
June - Seet.
1 D
NoB
Corn
118
0.88
103.84
March - Jul
1 D
NoB
Wheat
144
0.88
126.72
Sept. - April
1 D
NoB
Soybeans
132
0.88
116.16
June - Seet.
2A
NoB
Corn
118
2.07
244.26
March - July
2A
NoB
Wheat
144
2.07
298.08
Sept. - April
2A
NoB
Soybeans
132
2.07
273.24
June - Sept.
213
NoB
Corn
118
1.05
123.90
March - July
213
NoB
Wheat
144
1.05
151.20
Sept. - April
213
NoB
Soybeans
132
1.05
138.60
June - Se t.
8,9
NoB
Corn
118
4.39
518.02
March - Jul
8,9
NoB
Wheat
144
4.39
632.16
Sept. - April
8,9
NoB
Soybeans.
132
4.39
579.48
June - Sept.
OPTIONAL
5,519.94
*two year value
any INA
1
Cover cro ---301
13.99
419.70
Sept. - April
TOTAL 13.99 2,759.97
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Kenneth Peay Nursery
Address: 4277 Little Kelley Rd.
Rocky Point, NC 28457
Telephone: [phone]
Table 1 - Field Specifications
County: Pender
Date: 12/3/2004
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Fieid of Field Rate Cycle
N, imhPr (artrecl Snif Tvne Slnne % Crnn(s) f Inlhr) (Inches) Comments
1 A
2.03
NoB
<5
Row Crops
0.4
1
16
0.84
NoB
<5
Row Crops
0.4
1
*change of arc required
1 C
2.75
NoB
<5
Row Crops
0.4
1
1 D
0.88
NoB
<5
Row Crops
0.4
1
`see map for stop putt location
2A
2.07
NoB
<5
Row Crops
0.4
1
2B
1.05
NoB
<5
Row Crops
0.4
1
'than a of arc required
8
2.27
NoB
<5
Row Crops
0.4
1
9
2.12
NoB
<5
Row Crops
0.4
1

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 25A AgRain Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter, Pressure Pressure Arc
P, ill Nn fft/mint finlhr 1 Wdth(ft_I Len❑th(ftl (feet) (Inches) at Gun(Dsi) at reel(Dsi) Pattern Comments - Acres Der Dull

c
Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irri ation
Flow Rate of Sprinkler m
136.5
Operating Pressure at Pump (psi)
123.2
Design Precipitation Rate inlhr
0.34
Rose Length feet
880
xxxxx xx
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type PTO, Engine, Electric
En ine
Pump Power Requirement h
17.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
3.29
Dead End
2,333333333
Tee
1.63
Gate Valve
2.333333333
45 degree bend
1.77
Page 10

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Rhone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
i. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
B. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is intended to add underground 4" Class 200 PVC piping to replace the use of above ground
aluminum piping for pulls 2A, 8, and 9 for this farm. This work is detailed on the working drawing attached
to this design. Existing piping exists as shown, and is Class 200 piping as well. Pulls 8,9 have been
optional for use in the past, but are now incorporated into this plan as required. All applicable setbacks
in place at the time of farm construction, and at the time of the addition of pulls 8,9 have been noted on
the working map. They include, 100' from waterwell, and 75' from a public right of way.
The producer is familiar with the operation and maintenance, setup, winterization, ect-.. of the equipment
used in this design. Any questions should be referred to the irrigation dealer, or irrigation designer.
This farm is separate from the Jimmy Peay Nurseries 1 U. It is under separate ownership, and, therefore,
can not be legally connected to the other irrigation system.

V,rANjLS0Nj 100 SERIES BIG GUN® PERFORMANCE- U.S. UNITS
100 TAPER BORE NOZZLE 100T
100T - Specify size when ordering
Flow Path
0,50" 0.55" 0.60"
0,65" 0.70" 0,75" 0.80" 0.85" 0.90" 1.0"
9309-050 9309.055 9309-060
9309.065 9309-070 9309-075 9309.080 9309-085 9309-090 9309-100
PSI
GPM o Fr.
GPM aw Fr
GPM uA Fr
GPM oiw FT
GPM a& FT
GPM
ou. Fr.
I GPM oiA. Fr.
GPM
DA FT..
GPM
ou. Fr
GPM
ou. Fr
40
47
191
57
202
66
213
78
222
91
230
103
240
118
250
134
256
152
262
-
-
50
50
205
64
215
74
225
87
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
286
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
285
1 146
295
165
305
189
314
1 210
325
258
354
90
68
245
83
258
100
270
117
283
135
295
155
3061
175
315
201
326
223
335
274
362
100
72
255
87
268
106
280
123
293
143
305
163
3161
185
325
212
336
235
345
289
372
110
76
265
92
278
1 Ill
290
129
303
150
315
171
324
1 195
335
222
344
247
355
304
380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR = Bo t Ca + 1 Toper Rio Body Toper Ring Cap
Body P P g #9956-001 #9257-iii #6745
Specify size when ordering EED
D@ Flow Path
0.64" 0.68" 0.72" 0.76" 0,80" 0.84" 0.88" 0,92" 0.96"
9257-016 9257.017 9257.018 9257.019 9257-020 9257.021 9257.022 9257.023 9257.024
PSI
GPM
oiA- FT
GPM
ou. Fr.
GPM
air. Ft.
GPM
au Ft
GPM
oin. Fr.
GPM
ou. FT
GPM
ou. Fr
GPM
ofA. FT.
GPM
ou FL
40
67
212
76
219
86
225
98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
271
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
1 89
249
101
259
1 114
268
130
277
146
286
165
295
180
300
200
309
219
320
80
95
259
108
269
122
278
139
288
156
297
176
306
793
313
214
324
235
336
90
101
268
115
278
130
289
147
299
166
308
187
317
204
324
227
334
249
345
100
107
278
121
288
137
298
155
308
175
318
197
327
216
334
240
344
262
355
110
112
288
127
298
143
308
163
317
183
326
207
336
226
342
251
353 1
275
364
100 RING NOZZLE 100111
1 OUR = Body + Cap + Set of 7 Rings
Specify size when ordering
Complete sat of 7 rings only = #6847
0,71" 0,77"
6738.071 6738.077
COMPONENTS:
Body Ring
Cap
#9956-001 #6738-80?
#7872
Ea
EDEa�
;Floes
0.81" 0.86"
0.89"
0.93" 0.96"
6738-081 6738.086
6738-089
6738.093 6738-096
PSI
GPM
a-. Fr.
GPM
oiA- FT.
GPM
CIA FT
GPM
ou- Fr.
GPM
oin. Fr.
GPM
ou FT
GPM
(HA. FT
40
66
208
78
212
91
215
103
224
118
235
134
238
152
242
50
74
220
88
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
103
280
70
88
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
111
265
127
275
345
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
124
280
142
295
162
305
182
320
212
325
236
335
110
110
275
130
290
149
305
170
315
191
325
222
335
248
345
Oiml - or. 6o..d m 24' 1r j d y gig Gin' pwfamaK. do. b- 6..n oWd-d ..d.r idd 1.1 oondik m and n , 6, o&-ly of.d.d by trial. Four Mdi !, mr.on. �m&4i o. nih. loon.._ NAu 1�dgc m
Corpo� _'.k. ro,pr«wko„m rgord^Y d�opl.rcmdlion, wriN,. Woi..6_ fmM.
Nelson Irrigation Corporation 848 Airport Rd, Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: [e-mail] Web site: www.nelsonirrigation.com
RECO
AQUIPFR-PROTFCTION 5FCTION
MAR 16 2009

` I ' Kifcd T21 A, T23A, T25A & T27A
Page 1 of 2
Kifco Products
,v-series vvarer-rceWsvv
13 Series Water-Reeise
Water-Wanche Juntor
�lvrry Beat
PTO Pumps
Slurry Pumps
Hose Clamps
Repair Parts
Manuals
Product Uses
Norse Arenas & Pastures
Dust Control
Athletic Turf
Golf Courses
Cemeteries
Composting
Technical Details
a -Series Cha
A -Series Chart
M- eries Chart
Request Info
Call for Your Nearest
Dealer:
[phone]
Kifco
707 S. Schrader Ave.
P.O. Box 290
Havana, 162644 USA
Phone: [phone]
Fax: [phone]
Performance Guide & Specifications
T21A, T23A, T25A & T27A
Select a Product is
Performance Guide
System
System
Sprinkler
Width
Length
Acres
Model
Flow Rate
Inlet
Pressure
Irrigated
Irrigated
wl1" in
{GPM)
(PSI)
(PSI)
(Ft)
(Ft)
5 Days
60
77
50
150
735
15
T21A
70
92
60
155
738
18
with Nelson
80
99
60
160
740
20
SR 10OR
90
106
60
165
743
23
Sprinkler
100
113
60
170
745
26
110
122
60
175
748
28
80
87
60
155
677
20
T23A
90
92
60
165
682
23
with Nelson
SR 10OR
100
96
60
170
688
26
Sprinkler
120
115
70
180
690
31
140
127
70
19D
695
36
80
87
60
160
955
20
T25A
Nelson
with Nelson
100
94
60
170
960
26
5R R
120
106
60
18D
970
31
Sprinkf
140
126
70
190
975
36
160
140
70
200
981
41
110
89
60
170
900
28
T27A
120
92
60
180
910
30
with Nelson
140
110
70
190
915
36
SR 10OR
160
188
70
200
917
41
Sprinkler
180
127
70
205
920
46
200
138
70
210
925
51
Specifications
Model
PE Tube I.D. (in)
PE Tube Length (ft)
Dry Weight (Ibs)
Weight with Water (Ibs)
Tire Size
Shipping Dim (ft - in)
T21A
T23A
T25A
T27A
21
2.3
2.5
2.7
660
600
880
820
1800
1800
2800
2800
2800
2800
4500
4500
- 155
R14 -
- 175170 R14 -
http://www.kifco,coni/aseries2-tech.litml 12/6/2004

Kifco T21 A, T23A, T25A & T27A Page 2 of 2
Length (w/o Gun Cart)
9-8
9-8
11-8
11-8
Width
5-10
• 5-10
6-9
6-9
Height (on wheels)
6-10
6-10
7-11
7-11
Copyright © 2002, Kifco
Water -Reel® is a registered name belonging to Kifco
http://www.kifco.com/dscrics2-tech.litm1 12/6/2004

BERKELEY PUMPS
TYPE "B" RATING CURVES
r
ENGINE DRIVE
m
hh 600
W
k 500
2
0
400
x
U
0 300
0J 200
0 100
0
'CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES -
Curve 4117 Ps a 2.02
Dated 4-1-85
c,..; w,1..1.1 C.I. R.R.N.. II-1863 M.ch.xa, H-1863 VARIOUS R.P,r. _ CT.NN
NRP.uw w.u.I.1 C.I. P.M.Ne. L-3001 M.eti>t.. L-3038 VIC 13-1/2" FULL GO,2.LI k.N.lIW1A
...I...1Ili.
R,....,
MAXIMUM WORMING PRESSURE 247 PSI hm2 WIC3
inimilu"llullml
111nom
H
n
mmmWA
on
.
1
0 100 200 300 400 500 600 700 800 900 1000 1100 1200
CAPACM IN U.S. OALLONa PER MINUTE
C-7048 e...a - T-2554 s...... ... C-7048 0.1.4 10-27-71 0010 3-29-72 . MODEL B 3 J Q B M
<...; M.1.r1.1 C.I. Pail,N.. H.1979 wch.mw H-1939
I1mp.Rn; M.Ud.I C.I. Pe11.11.- M-2319 Msh.N.. M-4821 mom. 10-7/16" FULL
MA+IINVM WORMING PRESSURE 266 PSI
30
20
102!
0 31
'osLI
VAR I OU! R.P-14• - crews
T. O. LL 1. F—A ..W .1
..e N..1.e•I, m...
...
...Ia.. a
, j.d.�..i.
20 .y�
.....
.....,
-.r.t...�....3.1.
C
. .....
....
..1.....�.
.I
a
1014
x.:..
' ..�.:•
..
L.1.-....
Q
'OEL�
CAPACITY IN U.9. 4ALLON! PER MINUTE
...-.. r% w �.�. ■

General installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back.
filling Instructions are usually provided
by the Engineer ill charge of the project.
Reference may also be made to Amer€ -
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot Joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at least a I " below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for Joining the pipe and
to allow proper compaction of the sidefill.
'Mtrrfrtwr,4-trer�etrwidl#-+s-�r�.
'.%fitter _
4. Pipelines shalt be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used In spanning creeks and
gullies, extending a it. on either side of
the creek or gully.
Jointing
1. The pipe shall be Jointed In the trench,
or above ground, in accordance with the
Jointing Instructions.
2. it Is Important that the gasket be clean
and properly seated, the spigot end well
lubricated, and the bell and spigot ends
aligned correctly In both planes.
3. If Jointing Is done above ground, care
should be taken when lowering pipe into
the trench that the depth of the joint entry
remains correct. Check that the depth
of entry mark on the spigot ends is flush
with the face of the bell. Jointing of 6"
and large pipe is usually done in the trench,
4. AT NO TIME should a back -hoe or
similar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
Joints, the pipe will not take and thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface Is In direct line with
the major force created by the pipe or
fitting, Concrete having a compressive
strength D12000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may becalcuialed
as follows:
a) Multiply the pressure level desired
for testing by the value shown in the
table for thrust on fittings:
Thrust In Pounds
Pipe f 90 1 45 J 22'h ) Dead End
Size I Elbow I Elbow J Bend I or Tee
b'- 1 40.74 J 26.38 ) 13.46 1 36.10
8" 82.81 A4.72 22.84 61.18
1D" 128.64 $g.47 35.42 45.05
12" 180,54 77.23 49.B2 1 133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL tb. per Sp. Ft.
Muck, peal, Ole,
0
Solt clay
1,D00
Sand
2,000
Sand and gravel
31000
Sand and gravel cemenled with clay
4,000
Hard shale
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soli (step b). The result Is the
square feat of area needed on the
lace of the thrust block
d) Thrust blocks should haunch the
pipe or fitting, not encase it.
Backtilling
1. Place select backflll and compact
under the haunch, along the sides of,
and over the lop of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allow good compaction
and placed In 6" layers, well compacted,
it shall be free of rocks, frozen clods, or
other hard objects.
2. The final backf ill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backf €II and pipeline.
3. if the Joints and fittings must be left
exposed while under test, backflll to
within one foot of each side of the joint
or fitting to prevent deflection of the
Pipe while under test pressures.
Testing
I. ALLAIRiNTHEPiPELiNESHALLBE
BLED OFF CAREFULLY WHiLE FILLING
THE LINEWITH WATER FOR TESTING.
Entrapped air in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
oN at the high spots in the line. Air
removal may also be accomplished by
pushing a foam plug through the.line by
incoming water pressure.
2. Test pressures may be 1 h times the
designed operating pressure of the
Pipeline, but shail not exceed the maxi-
mum pressure rating. of the pipe.
3. After pressure test and acceptance
of testing, the uncovered Joints and fit-
tings shall be initially backfilled with
well compacted soil, and then covered
with final backflll.
4. Hydraulic pressure testing of the
Pipeline shall be carried out initially at
Intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1.000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the Joint.
Offsets are made only after the straight
in -line assembly is made. Deflectlonsat
the Joint and minimum curve radii (ft)
obtainable are listed below:
Degree Of
Deflection
a1 the SUM
Offset, inches' Radius, feet
1
4.2"
1,150'
2
8.3"
572'
3
12,3"
38I'
-4-
. . " 4 . 1

,•`,: i , 1 , its ', f..
r"
71
`!♦ r�l 1i1 I + I` o -
+ 1 /
�� ICI ♦ `i♦^ \�.r�'r � _ —
, 4
,
� �, Sri +� �`.� r \ � � I � '• +
� ♦/.r �/-rr•//,-I !,\,'''/'ram+,. -"
�r
l`y r I , I its ���_' � � /_�• r � '
\1`\, 1'�\r,/� 1 ,may/.� •j i
Field Calibration Procedures-.'-,*.
for Animal Wastewater ApplicionEquipmen
., •�4 � 1 ter\ 1�'.
HARD HOSE AN®..:`:;;',
CABLE TOW TRAVEL��t�
IRRIGATION
SYSTEM;'
• I „ter+';.
North . C&61l 66,Co6perotive
' Extension'�ervice.�-'. .� '
LIB+
North -Carolina ,Sate: University
/1♦r`�Jrl

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE
AND CABLE
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
Land application equipment used on animal production farms must be field
calibrated or evaluated in accordance with existing design charts and tables
according to state rules that went into effect September 1, 1996. Technical
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.
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity 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 rate 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 uniformIy 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
application 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-
WE

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When 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
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying 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 types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, 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 gun 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 between
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.
lU

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart >
Left Right
stow of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 E
collection o 0 0 a 0 0 0 0 O O O O O O O O
gauges
Gun
cart / \
Direction of travel
}� -Wetted diameter
1 (320 fee[)
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler Irrigation systems.
CALIBRATION PROCEDURES i
1. Determine tfie`wetted,diameter of the gun-.17
= Determine the number of coliection gauges and spacing between gauge`
feet, the rain gauge spacing should not exceed 20 fQet (320 ft / 16 20�
3. Label;gaUges outward frorri the gun cart as eitherleft or rigFit ([ t L2, L3
4. ':Set•out gauges along a:row:as labeled and shown in, Figure l:,;equally spa
item:2 (20 feet).`The raw should be at least one'wetted' diameter from eit
gauge on each side of the travel lane should be 112 the gauge'spacin6iii
gauge spacing of 20, feet,'L1 and RI should be 10 feet from the center 'of,
5. Operate the. system.for the time required for the ri to completely pass:
the "starting time that 'wastewater .begins ;to, .be applied along the'row o,
when wastewater nb longer is being applie'd anywhere along the row Als
feet f&r the time of operation.
k � t ;Fi•I
6. collected ineac Immediately record the amounts ,h gauge (Refer to Table,
7:. IdentifyEhose gauges that fall outside the 'effective lanes acin FI ure i2r`,
. 9 9 p . 9". 9.. . {;.;
volume that Would be collected when operating the system on the adjkc
8. `Superimpose (left to;right and vice versa) the gauges just outside theeffei
in_ side'the'effective width..Add the volumes together.`
For ' layout sh" in Figure 2,. add the volume (depth} collected: in
I ne'spacing) to volume (depth) collected in gauge`,L5 (insitfe the effectivi
added to L6; L8 is added to R5; and k7_is added to R6>This'is now the api
ahe effective lane spacing adjusted far overlap

Field Calibration Procedures
for Animal Wastewater Application Equipment
Direction of travel
Lane 1
Reel cart a
I Left
8 716 5 4 3 2 1
O O O O O O 0 O
Gun
cart
Lane 2
Left
8 7 6 5 4 3 2 1
0 0 0 0 0 0 0 0
Right I
1 2 3 4 5 6 I7 8 Gun
.0 0 0 0 0 0 O Cart
I
II
i I
f
!� Effective lane s acing
(224 feet
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
Right
1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0
Al I
Effective lane s acing
(224 feet
i.-:'CALIBRATION P.ROCEDURES.(coritinued) ..<.=
Add .the' amounts collected Wall gauges and:divide by the number of gauges within the effective area. This•
is, the average appllcat lori depth (inches) within the effective lane spacing.'
` 4 Surii'of amounts collected in all gauges .
+' Average applicetlon-depth
Number of gauges'.within effective width
Y10. Calculate the'deviation`deptF> fof each gauge:.The deviation depth is.the'difference between each
individual gauge walu'e;and the average value of all gauges (#7). Record the absolute value of each
i
deGiatian'.depth Absolrite value means the'sign of the number (negative sign) is dropped and all values are
treated as positive." The symbol'for absolute value is a'straight thin line. For example, 121 means treat the
number 2 as:an absolute value: It does 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 pubiication.'The
symboI is:use. d In formulas in the text:
.—Deviation dept IDepth collected in.gauge i —average application depth)
i ,.:;refers to;the gauge nurrlber...
11. Add amounts in #113 to et, sum of. tfie 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/hciu'r) is computed by dividing the average application depth (inch) (#9) by
the application time (Hours) (#5)
Average:application depth (inch)
Precipitation rate =
Application time (hours)

C
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Average travel speed =
Distance traveled (feet)
Time (minutes)
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
it is computed as follows:
Average depth (#9) —Average deviation (#11)
U = X 100
Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
160 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Modell5Q Type Taper Bore
Nozzle Dia. 0,9 inch Pressure (Gun) si Reel 105 psi
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197 GPM
Hose Size: Length 800 ft Diameter3—in
b. Spacing between collection containers (spacing 320 (ft) / 16) = 20 ft
c. Number of gauges = 16
d. Start of Irrigation event-7•15 a.m.
e. End of Irrigation event •00 a.m.
(..-Duration (e-d) 105 minutes
g. Travel distance 320 feet .
h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (inches) (inches)
(inches)
(inches)
Ll 10 .94
. .94
.235 (1 - j)
L2 • 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
LS 90 .50 .13
.63
.075
1-6i 110 .42 .20
.62
.085
L7' 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.065
R5 90 .50 .07
..57
.135
R6 110 .27 .33
.60
.105
R7 130 , .20
R8 150 . .13
*Absolute value; treat all values as positive.
i. Sum of all volumes collected in #h 8.46 inches
J. Average catch (i/number of gauges within effective width (12)
010-5 inc es
'
Distance traveled (ft)
320 ft
k. Compute the average travel speed =
_
=- 3.04 ft/min
Time (min)
105 min
average depth (inches) 0.705 in
I. Precipitation rate = - - = 0.40 i r
application time (hour) .1.75 hr
M. Sum of deviations from the average catch 1.356
;
n. Average deviation from average catch (m/12) 0,113
c. Uniformity coefficient
0.705 -0.113
Uc=. X 100=Z�
. 0,705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler
system. No adjustment
is necessary.

N
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION 5YSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter ft)/16) = ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
g. Travel distance feet 04KIlen tl Vow!
h. Operate the system, collect data,
and record on the worksheet on page 8.
1. Sum of all catches inches
J. Average catch (Unumber of gauges) inches
Distance traveled (ft)
k. Average travel speed =
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. uniformity coefficient
U� = X 100 =
Ur 1 we:
Red W —. ow
uR iRghl
a 7 6 s+]! 1 1 2 l t S a 7 a
O Q a 0 0 a a 0 0 0 0 0 0 0 0 0
1 URt Ryltt I cI
O olo 0 0 0 0 0 O a 0 a+
0 0 017 0 ule
I
N.
lfWk-I.ne 1
U!R
i
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.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average"
(feet) (inches) (inches) (inches) (Inches)
Ll
L2
L3
L4.
L5
L6
L7
L8
L9
LZ 0
R1
R2
R3
R4
R5
R6
R7,
R8
R9
R10
'Absolute value;
treat all values as positive.
Reel cart ------
Left Right
Row of B 7 6 5 4 3' 2 1 t 2 3 4 5 6 7 B
pectioo -y 0 0 0 0 0 0 0 0 O D 0 0 0 0 0 O
gavgej
Gun
cart
OlrectlOA of tread
Wetted dAme[er At least one wetted
(320 feet) dlamety end of field

on each side of the pipe to provide support free from voids.
Care should be taken to avoid deforming, displacing, Pr
damaging the pipe during this phase of the operation,
4 Final backfill
6.4.1 Geperal. After pipeline tg4ting, final backfill shall be
Placed and spread in approximpfely unifo(rt► layers in such }
manner as to fill the trench completely so that there will be no
unfilled spaces under or about rocks or lump! of earth in the
backftll. Final backfill shall be free of large rocks, frozen clods
and other debris grc2ter than 76 mm (3 in.) in diameter. Rolling
equipment or heavy tampers should be used to consolidate the
final backfill only after the minimum depth of cover has been
placed and only with pipe hay3P6 yyall tilic)Cnesses great than
that of IWO.
SECTION 7--SPFc14� PQNl JpEPAT1Or{4
7.1 Bell hales for rybber (leskej Jollltir yy}]cn the pipe being in-
stalled is provided with tubber gasket' joints, bell holes shall be
excavated in the bedding material Eo iilow for the ungbstiueted
assembly of the joint. Care shoul:) be taken that the bell hole is no
larger than necessary to accomplish proper joint assembly. Wheq the
joint has been made, the bell hole shot:ld be carefully filled with
TABLE 11 -THRUST BLOCKING AND ANCHORS FOR UNDERGROUND IRRIGATION et@GLIIYES
s� Stop 1. Multiply the working pressure py the appropriate "We
shown in the following table W obtain total thrust In N (lb):
i
lJTy�7%�"
• eb
PIPELINE THRUST FACTORS!, t , , .
Ripe Size Dead End 00e 4e 22.1l2e
in. min or Tee Elbow Elbow Elbow
1-1/2
38•I
2.94
4.16
2.25
1.15
2
50.8
4.56
6.45
3.50
1.78
2-1f2
63.6
6.65
9.40
5.10
2.60
3
76.2
9.8Q
13.9
7.51
3.82
3.1/2
88.9
12.8
18.1
9.81
4.99
4
101.0
16.2
23.0
12.4
6.31
6
127.Q
24.7
35.Q
10.9
8.63
6
152.4,
34.8
40.2
26.7
13.6
B
203.2
59:6
83.5
46.2
23.13
10
264.0
91.5
130.0
70.0
36.8
12
$04.8
I29.0
182.0
9fl.5
50.3
Based on thrust per kPa (psi) pressure ,
t Blocking for erase may not k needed tglth lopf branch lines.
Step 2. rletermina the tlear(nt gtren;Ih of 4h4?it ffom fha table
below:
BEARING STRENGTtI OF SOlLq
Soils and Safe Bearing Load■ lb' 2 ' "' kI•e
Sound Shale
40 00q
478.8
Cemented Gravel and Sand
difficult to pick
4 000
191.5
Coarse and fine compact Sand
3 000
143.6
Medium Clay -Can be spaded
2000
95.8
Soft Clay
1 000
47.9
Muck
Q
0
Step 3, Divide the total thrust obtatned In Stepp 1 by the bearing
strength of the soil to `et the area needed, rot (ft2}.
SIDE THRUST ALTERNATE PROCEDUILP
Pipe Size
Side Thrust -pet Degree!
in,
mm
lb N
1-1/2
38.1
5.1 22.7
2
50.8
7.9 35.1
2.1/2
63.5
11.6 51.6
3
76.2
17.I 76.1
3.112
88.9
22.4 `'' 99.6
4
101.6
28.3 125.4
5
127.0
43.1 191.7
6
162.4
60.8 270.5
8
203.2
103.0 468.2
10
254.0
160.0 711.7
12
304.8
225.0 1000.8
• Based on side thrust per 689 kpa (10 psi) pressure per degree of
deflection.
NOTE: Multiply side thrust from table by degrees of deflection
times kPa (psi) divided by 100 to obtain total side thrust In N (lb).
!-ofthwn)1

i
0
Figure 2. Anchorage 61ocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Fable 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in csi
Pipe Diameter
inches
100 PSI
150 PSI
206'ASI
250 PSI
12
295
440
590
740
2
455
680
910
11.40
211
660
990
1320
1650
3
985
1480
1970
2460
4
1320
2720
3630
4540
6
3740
5600
7460
9350
8
6490� �
9740
13, 0(70
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

Table 2, .,Factors .for Calculating Thrust W for
Elbows and Tees.
Elbows: 900
=• 1.41 Tees = 0.70 L
60°
= 1.00..
450
= O.16�
300
_ .0.52
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load.
Soil
1b/ft2
Mulch, peat and similar
0
Soft Cl ay
1000 (/ Z U
sand
2000 --
Sand and gravel
300b
Sand and gravel cemented
with clay
4000
Hard shale
10,000
Thrust block area(ft2} lJ _ Thrust (Table 1 & Table 2)
1`Soil bearing str.engt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being, used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes, or vibrating plows
will be, used. for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

FRICTION LOSS
CHARTS
FOR
DIAMOND PIPE
IPS
DIMENSION
i s
4-Inch 5-Inch
6-Inch
8-Inch
10-Inch
C?
Gallons
Min.
FEET PER HUNDRED FEET
Per
FRICTION HEAD LOSS
IN
150
1.11
160
1.26
170
1.41
ISO
1.57
190
1.73
200
1.90
220
2.28 .81
.34
.09
240
2.67 .95
.40
.10
260
3.10 1.10
1.26
,46
.12
.14
280
3.56
4.04 1.43
.54
.61
.17
300
320
4.56 1.62
.69
.19
340
5.10 1.82
.77
.21
360
5.67 2.02
.86
.24
t 380
6.26 2.22
2.45
.95
1.04
.26
.28
.10
400
6.90
2.69
t.14
.31
.10
420
2.92
1.25
.34
.11
440
3.1$
1.35 �
.3.7
.12
4 460
3.44
1.46
.41
.14
480
.
3.70
1.58
.43
.15
500
1.89
.52
.18
550
2.22
.61
.21
600
2.58
.71
.24
650
2:96
.61
.28
700
3.36
.93
'.32
750
3.78
1.04
•36
00
8850
4.24
1.17
.40
Table based on Hazen-Wiffiams
4.71
1.30
.44
900
950
equation-Cw = 150
5.21
1.44
.49
�
5.73
1.58
.54
1000
]/ To find friction head loss in
1 73
.59
1050
PVC pipe having a standard
1100
dimension ratio other than 21,
1 88 88
65
70
1150
the values in the [able should76
2.05
1200
be multiplied by the
2.21
.76
82
1250
appropriale conversion factor
2.57
88
13 00
(F) shown below:
2.76
.95
130
2,95
1.01
1400
3.16
1.15
1450
SDR PR F
3.35
1.i5
1500
21 200 PSI 1.00
26 160 PSI .91
1.30
]600
32.5 125 PSI .84
1.45
1700
41 100 PSt 785
1.62
1800
51 80 PSI .75
1.79
1900
2000
64 63 PSI .71
1.97
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 lee[ per second are not recommended.
Page 2
12-Inch
,060
.083
.096
.110
.125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
.346
.371
.397
.423
.451
.508
.568
.632
698
767
.840
J

FRICTION
LOSS
IN
POLYETHYLENE HOSE
IRRIGATION VOSE {up1ER1
p.5.1. FRICTION l_05S PER !00 FEET PULYI;7HELi11E
0. D. lltf
135
125
120
1f0
40
3
63 50
82 75 -� 1.b0
2.7 .5 2.1
40
1.30
I.D. INS.
4.5
4.1
4.0
3.7
- _ _ _
0.9
6AU 10
-
-
- - 2.3
6.b
MIN. 20
- -
- -
- -
- - - -
1.4 4.0
11.2
40
- -
- -
' -
-_ -_
_ _
_ _ - - 2.1 6.0
16.5
50
--
!'
"-
__
__ 1.2 2.9 B.4
--
60
- '
_ -
1.0 1.6 3.9 11.2
- -
70
_ -
- -
- _
-
- -
1.3 2.0 4.9-
80
--
-_
-
1.6 2.5 6.1 '-
-
90
-
_
-
I.1
1.9 3.0 7.5
= Y
100
- -
-
- _
_
1.3
2.3 3.6 8.9 - -
110
- `
` -
1.6
2.7 5
-
120
__
__
0.7
1.8
3.1 4,t_
--
130
--
_ -
0.8
2.1
__
3.6 5.6 -
- -
140
0.9
2.4
4.1 6.4 - - -
- -
150
' -
r
- -
1.0
2.7
4.6 7.2 - - -_ -
- -
160
-
__
-
- -
1.2
3.0
5.2 B.1 - -
- -
170
- -
0.4
1.3
3.4
5.7 B.9 - -
- -
- -
180
- -
1.0
1.4
3.1
6.3 4.4 - -
200
- -
-
0.9
D.4
1.1
-1,2
1.6
1.7
4.1
4.5
7.0 - -
7.6
-
210
220
-
- -
1.0
1.3
1.9
2.1
513
9.0 8.
230
240
- -
- -
1.1
1.2
1.4
1.5
2.2
5.7
4.8 - - - - - -
- -
250
0.4
1.3
1.4
1.6
1.7
2.4
2.6
6.2
6.6
260
270
1.0
l.0
1.5
1.9
2.8
7.1
280
1.1
1.2
1.6
1.7
2.0
2.1
0
3.
76
.
- - - - - -
-
- -
-
240
300
1.2
1.8
2.2-
2.4
3 4
3.6
8.61
9.2-
- - -
310
320
1.3
l.4
1.9
2.0
2.5
3.8
9.7.
no
1.5
2.2
2.7
4.0
- -
340
1.6
2.3
2.8
4.2-
350
1,7
2.4
3.0•
4.5
360
1.7
•2.5
3.2
4.7
380
1.4
2.8
3.5
5.2-
340
7.0
2.4
3.7
5.5
-
- -
400
2.1
3.1
3.8
5.7
420
2.3
3.4
4.2
6.3
440
2.5
3.7
4.6
6.8-
460
2.7
4.0
5.0
7.4
480
3.0
4.3
5.4
8.0-
500
3.2
4.6
5.8

INSTALLATION
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
referents mark. Also, apply lubricant to the contact surface .
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble the
joint and examine the parts to make cc;;ian they are free of
obstructions. Visually inspect the con)pletedjoinl to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
)F COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMEKT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DE�,sITS'
FOR CRANULAR MATERIALS IN PARENT"V.SIS"
CLASS OF E1.5BEDMENT
1 H
III IV
Manufacwrtd
MATERIAL UESCRIPTION
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Tattle C UTSCRIPTION OF VhIGKDMEr4T MATS.RIAL CLAtitili'I('A1I0N%
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GEFCRIPTInN UI'
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The haunching area is most important to the support of
PVC pipe. For good support, the hziuriching oreD should be
compacted to the densities given in the Lono Term
Deflection Chart.
Figure 2
1V

Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
Installation
Minimum depth of cover. Pipe shall be installed at cuff.-
ciem depth below the ground surface to provide protection
from hazards imposed by traffic crossings, farming opera-
tions, freezing temperatures. or soil cracking. Ae minimum
depth of cover for pipe susceptible to any of these hazards
shall be:
Pipe diameter Depth of cs,rer
h h
+h througn" 21A ...:::.....:...:....... .... is
3 through 5.................................................................... 24
6 or mare....................................................................... 30
In areas where the pipe will not be susceptible to freez-
ing and vehicular or cultivation hazards and the snits do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pips diameter Depth of cover
h h
Athrough VA ........ ................ ..................................... a
2 through 3.................................................................... 12
4 through a ........ ......... ......................... _........................ 1e
Mon! than 6................................................................... 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment Is never allowed, the mink
mum depth of cover may be 6 in for a Cain diameter pipe
and 12 in for a larger pipe.
The minimum cover for polyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant. The minimum
caner for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shall be 12
in, if the winter flood equals or exceeds 12 in, Where the
winter flood is less than 12 in, the top of the pipe shall be
at least 24 in below the water surface. Solvent -welded joints
shall be used of all connectionq of PVC pipe where peat
and muck exist in their normal layered poem. Rubber
gasket joints may be used tollcwing normal bedding proce-
dures where coarse sand or cement layers exist.
At low pieces on the ground surface, extra fill may be
placed over the pipeline to provide the minimum depth of
cover. The top width of the fill shall then be no less than 10
ft and the side slopes no steeper than 6:1. It extra protec-
tion is needed at vehicle crossings, encasement pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to attow the
initial backffli material to be uniformly placed under the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. It the trench is precision excavated and has a
SCS, January 1989
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
more that 10 percent.
The trench battorn shall be uniform so that the pipe lies
on the bottom without bridging. Clods, rocks, and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
If rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under-
cut a minimum of 4 in below final grade and filled with bed-
ding material consisting of sand or compacted fine-grained
soils.
Pipelines having a diameter of '/a through 21h in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciabty when dry may be placed
by using "plow -in" equipment instead of conventional
trenching.
Provisions shall be made to insure safe working condi.
tions where unstable soil, trench depth, or other conditions
can -be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature it will have
after it is completely covered before placing the back -fill,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length an firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavated in
the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permlt the body of the pipe to
be in contact with the bedding material throughout Its
length.
Jolnts and connections. All joints and connections shall
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the Inside of the line free of any obstruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, bends, tees, artd
crosses, shall be installed according to the recorrt_rnenda-
tions of the pipe manufacturer.
Fittings made of steel or other metals susceptible to cor-
rosion shall be adequately protected by being wrapped with
plastic tape or by being coated with a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shall be thoroughly cleaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechani•
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the height of the outside diameter of the pipe or as spec-
ified by the manutacturer,
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per-
formed before backfilling or anytime after the pipeline is
ready for service.

Irrigation WaCer Conveyance 4ju-llu-7
Tests for pressure strength and leaks shall be accom-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered, or by observing normal
operation of the pipeline after it is put into service. Partial
backfills needed to hold the pipe in place during testing
shall be placed as specified in "initial backfill." Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
properly at design capacity. At or below design capacity
there shall be no objectionable flow conditions. Objectiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backfilt. Hand. mechanical, or water packing meth-
ods may be used.
The initial backfill material shall be soil or sand that is
Iree from rocks or stones larger than 1 in. in diameter. At
the time of placement, the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pine
If the water packing method is used, the pipeline first
shalt be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated. the pipeline shall
remain full until after the final backfill is made. The wened
fill shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill material shalt be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backlili and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Roll-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfilling requirements of the pipe manufac-
turer shall be met.
heals of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect 10 the
design of the line, the pipe and pipe marking, the appurte-
nances, and the minimum installation requirements.
Cartlfications and guarantee. If requested by ttte state
conservation engineer, a qualified testing laboratory must
certify with supporting test results that the pipe meals the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe bearing one of
the ASTM designations listed in this standard may be
accepted for this cenification.
The Installing contractor shall certffy that his or her instal-
lation complies with the requirements of this standard. He
or she shall furnish a written guarantee that protects the
owner against defective workmanship and materiats for not
less than 1 year. The certification identifies the manufac-
turer and markings of the pipe used.
Materlela
Quality of plastic pipe. The compound used in manufac-
turing the pipe shall meet the requirements of one of the
following materials:
1. Polyvinyl chloride (PVC) as specified In ASTM-10-1784.
Code
Material
classification
Hite 1, Grade 1.........................................................
12454-a
Type I. Grade 2.........................................................
1245"
Type 11, Grade 1........................................................
14333-0
2. Acrylonitrile-butadiene-styrene (ASS) as specified In
ASTM-0-1788.
Code
Material classification
typeI. Grade 2......................................................... 5-2-2
typeI. Grade 3......................................................... 3-5-5
TypeIf. Grade 1.................. ..................................... I 4-d-5
3. Polyethylene (PE) as specified in ASTM-0-1248.
Code
Materiel classification
Grade P14, Class C..................................................
IC-P14
Grade P23. Class C..................................................
IIC•-P23
Grade P33, Class C.................................................
IIIC-P33,
Grade Pia, Class C..................................................
IVC-P34
The pipe shall be homogeneous throughout and tree
from visible cracks, holes, foreign matter, or other detects.
The pipe shall be as uniform in color, opacity, density, and
other physical properties as is commercially practicable.
Pipe requirements. All pipe installed under this standard
shall be pressure rated for water.
The relationship bi tween standard dimension ratios,
dimensions, hydrostatic design stresses, and pressure rat-
ings shall be determined by one of the following formulas:
For PVC, ABS, and PE pipe with outside diameter
controlled:
P • 02 -1 or� . Fi-1
SCS, January 1989

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�0..WATjR,
olqii�11r
Kenneth Peay
Kenneth Peay Nursery
4277 Little Kelly Road
Rocky Point NC 28457
Dear Mr. Peay:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 20, 2005
i, Y
Alan W. Klimek, P,E. Director
Division of Water Quality
BY.
—-----4- v .ra
APR 2 7 �Uuo
Subject: Certificate of Coverage No. AWS710027
Kenneth Peay Nursery
Swine Waste Collection, Treatment, Storage
and Application System
Pender County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your request, received on December 13, 2004, to separate the facility covered by
Certificate of Coverage AWS710028 into two separate facilities and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Kenneth
Peay, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS710028 which expires September 30, 2009.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from Kenneth Peay Nursery, located in Pender County, with an animal capacity of no
greater than an annual average of 2600 Wean to Feeder swine and -the application to land as specified in
the facility's Certified Animal Waste Management PIan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3-sows. The remainder of the facility previously covered by AWS710028 remains
covered by AWS710028 owned by Jimmy Peay. The land to which animal wastes are to be applied is
owned jointly by Jimmy Peay and Kenneth Peay and receives wastes from both the Jimmy Peay facility,
AWS710028, and the Kenneth Peay facility, AWS710027.
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
N%p atU 2 Caro ' a
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50%Recydedl10% Post Consumer Paper

Please carefully read this COC and the enclosed -State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please 12gy 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.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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 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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all eels)
Wilmington Regional Office, Aquifer Protection Section
Pender County Health Department
Pender County Soil and Water Conservation District
Permit File AWS710027
APS Central Files

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O� WAI-.--9 Michael F. Easley, Governor
Cti 0 William G. Ross Jr,, Secretary
Gy North Carolina Department of Environment and Natural Resources
t~
> Alan W. Klimek, P.E., Director
Q "C Division of Water Quality
March 21, 2005 , RECETVFT.-)
MR. KENNETH PEAY 2 2 Z005
KENNETH PEAY NURSERY
4277 LITTLE KELLY ROAD { LMAR
-
ROCKY POINT, NORTH CAROLINA 28457
Subject: Application No. AWS710027
Additional Information Request
Kenneth Peay Nursery
Swine Waste Collection, Treatment, Storage and
Application System
Pender County
Dear Mr. Peay:
The Animal Feeding and Operations Permitting and Compliance Unit has conducted a preliminary
review of the subject permit application package. Additional information is required before we may
continue our review. Please address the following items no later than April 20, 2005.
I. The Feld map for the separated facility doesn't show the property line. Note that if the
Jimmy Peay and Kenneth Peay farms are to be permitted separately, all property boundaries
must be observed and all necessary buffers observed as independently owned properties if they
are owned separately as indicated by the landowner names provided on the application forms.
The current irrigation plan appears to show overlap of spray irrigation between farms.
2. Please note that there can be no interconnection of piping between the waste application
systems of the separated farms. Please ensure that no interconnections exist.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules
and regulations. Any oversights that occurred in the review of the subject application package are still
the responsibility of the applicant. In addition, any omissions made in responding to the above items may
result in future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address at the bottom of the cover page of this letter. Please note that failure to provide
this additional information on or before the above requested date may result in your application being
returned as incomplete.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
!Na_Ane Carolina
turally
Phone [phone] Customer Service
Fax [phone]
Fax [phone]
An Equal QpportunitylAffimtative Action Employer— 50% Recycled110% Post Consumer Paper

If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. You may also check the future status of this project online at
http://h2o.enr.state.nc.us/bims/ReportslreportsPermits.html. Thank you for your cooperation.
Sincerely,
Duane Leith
APS-Animal Unit
Cc: WilEirigio eiiegional Office er Protection„Section
APS-LAPCU Central File AWS710027

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
EL
James B. Hunt, Jr., Governor v ZOuO
Bill Holman, Secretary CDENR
Kerr T. Stevens., Director BY. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 27, 2000
- - - MEMORANDUM
TO: Wilmington Regional Water Quality Supervisor
FROM: Sue Homewoo
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 71-27 and 71-28 were combined under one facility number 71-28. Facility
number 71-27 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledl10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality rE' CEI %Ei D
James B. Hunt, Jr., Govern r JAN 0 Z��O
Bill Holman, Secretary BY.
Kerr T. Stevens, Director
Kenneth Peay
Kenneth Peay Nursery
4277 Little Kelly Rd.
Rocky Point NC 28457
Dear Kenneth Peay:
A61'T'49W'A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 71-27
Pender 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 sludges/residuals, 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. IRRI, IRR2, DRY], DRY2, DRY3, SLUR1, SLUR2,
SLDI, 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.
Sincere ,
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Pender County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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:.;k
Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number.,2 -) -
Farm Name:
On -Site Represe ative:, .AW�
Inspector/Reviewer's Name: Rycak 6711�/
Date of site visit:
Date of most recent WUP: P
Operation is flagged for a wettable
acre determination due to failure of
P rt U eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA
determination at this time based on
exemption E7 E2 E3 (9
Operation pended for wettable acre
determination based on P1 , P2 P3
Annual farm PAN deficit: pounds
Irrigation Systems}'- circle #: 1. hard-h�p-
4..2. center -pivot system; 3. linear -move system;
stationary sprinkler system w/permanetionary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
El Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
i/ E4 75% rule exemption as verified in Part III. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11 - F1 F2 F3, before completing computational table in Part I11).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation .fails .one of the eligibility
requirements listed --below:
FI back ofacreage:whichTesulted-in -.wastewater--(PAN) on, -spray
Tield(s).according #ofarm's -last two :years mf irrigation-Tecords..
F2 Unclear,Jflegible; or lack of informationimap.
F3 Obvious field limitations-(numerous:dkches;failuretto.deductTequired-'.
buffer/setback: acreage;.-or25%'.-of total acreageidentr ied_in'CAWMP.::includes
small; irreaularly'shaped-rieids--fields:lessfhan-5-acresfori. ravelers_or.lessthan
2 acres -for stationary -sprinklers).
1=4 WA determination required because CAWMP credits field(s)'s acreage -in excess
of 75% of the respective field's total acreage as noted in table in Part III.

Revised April 20, 1999
Facility Number __ 2J __-") 7
Part III, Field
by Field Determination
of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER1,2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS'
n of
JL
C
I
1
1
4
I
I
f
FIELD NUMBER'
- hvdrant. oull.zone. orpointnumbers mav be used in mace offield numbers
deoendino on CAWMP
and type of irrigation -system. If pulls, etc. crossmorethan one field,' inspectorlreviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD-NUMBER2 - must be -clearly delineated nnmap.
COMMENTS3 --back-up fields with CAWMP acFeage_exceeding.75% of itstotal_acresand havingieceived.lessthan 50%
of its annual PAN as -documented in thefarm'sprevious.twoyears' (1997 & 1998) of irrigation Tecords,-cannot'serve-as-the
sole basisfor requiring a WA Determination.=Back-upifields Tnust be -noted in the -commentsection-and rmust-be accessible
by irrigation -system.
Part IV. Pending WA'Determinations -
P1 Plan Jacks -following information:
P2 Plan Tevisionrmay:satisfy.75% -rule -.based on :adequate .overall .PAN deficit and by
adjusting -all .field:acreagefo�below 75% use rate
P3 Other (ie/in process of installing new irrigation system):_

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Kenneth Peay
Kenneth Peay Nursery
4277 Little Kelly Rd.
Rocky Point NC 28457
SUBJECT: Operator In Charge Designation
Facility: Kenneth Peay Nursery
Facility ID#: 71-27
Pender County
Dear Mr. Peay:
i
�E_=HN:7
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., irector
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, N
�a��
Raleigh, North Carolina 2761 1-7687 vfC An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 1♦" ;�"M 50% recycled/ 100k post -consumer paper

ANIMAL WASTE MANAGEMENT PL.',N CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management at
the addreea on the reverse aide of this form.
Made of farm277P Lltle�ale Kelly R,
Address. Kelly
No.:(-910) 25,9-29
County: peloder
Farm location: Latitude and Long itude:3A°26'_30'f-27__-57' 2V''equired) . Also,
7
34F, gzd7
please attach a copy of a county road map with location identified.
r
-77. 9 S 7SS/
Type, of operation (swine, layer, dairy, etc.): Saline
Design capacity (number of animals):_ 2600-NliXs=z
Average size of operation (12 month population avg.):^ _2600
Average acreage needed for land application of waste (acres)I O
-..a�aWaga=SsaIIC3aaapQ3aglfa C�ICaIIaaPl9�aaa�A4: aaII.^..a aIIa»S=II�IIcaa:.aa33ap IIaaa=aa IIga
Technical specialist certification
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following e*.ements and their corresponding minimum
criteria -have -been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24--hour
storm.
Name of Technical Spec alist (Please Print): M. Kevin
Affiliation: Murphy Family Farms, Inc.
Address (Agency): :' PD BOX 759__Rose Hill.,NC_2849 Phone No.( 1r 78 _2331 Ext. 592
Signature: %%, Date: /x Z 9
.. �. r..a��xaa�p7a�r����aaa: aaaaa�nse a�sgrr sv a�aaaasr�Aasaaaaaaaaaeaa�a�=a�3oa
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for.the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a 'storm event less severe than the 25--year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land owner, (Please P,.Fit}�) :
Signature:
Name of Manager, if different from owner
Date:
Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days oE.a title transfer. O� z
DE24 USE ONLY : ACNE.W # JU
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POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 244$8��
[phone] ,1;1 DEC 271994
B RAN
September 29, 1994
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. BOX 29535
Raleigh, NC 27626-0535
Attn: Mr. Steve Tedder, Chief
Re: Kenneth D. Peay - Swine Facility Certification
Pender County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine
farm. The area required for spray irrigation of lagoon effluent
has not been sprigged. By this letter, the Owner certifies that
the area required for spray irrigation will be sprigged or planted
with the crops as called for in the Waste Utilization Plan within
180 days of the stocking date of the farm. The lagoon effluent
will be applied with the owners reel type irrigation equipment.
Name of Technical Specialist: M. Kevin Weston
signature: /Y, e":. Date: /---/z z `9y
Name of Land Owner: Kenneth D. Peay
Signature: Date:
cc: Kenneth Peay
Kim Patram, Construction Dept.