310026_HISTORICAL_20171231

00
NORTH CAROLINA
Department of Environmental Quai

Wa ter Resources
ENVIRONMENTAL. QUALITY
April 15, 2016
CERTIFIED MAIL - 97015 1520 0000 7838 0162
RETURN RECEIPT REQUESTED
Sheila Schmalbach
Gilt Free Farms
353 Blackmore Road
Warsaw, North Carolina 28398
Dear Sheila Schmalbach:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secrelar-
S. JAY ZIMMERMAN
Dkeclor
RECE1VEp/NCDENR/DW
R
. APR Z92016
Water Quaff
ofttion Regr°na!
Wif►rlingtoR R-agio�ti ce
SUBJECT: Request for Payment of Civil Penalty
Enforcement File No. PC-2015-0041
Duplin County
On February 25, 2016, the Director of Division of Water Resources (DWR) assessed a civil penalty
against you in the amount of $5378.29, including $878.29 in investigative costs, for failure to maintain
adequate freeboard, animal waste runoff and discharge into an adjacent ditch, failing to report a discharge
by telephone to DWR within twenty four (24) hours.
If any civil penalty has not been paid within 30 days after the final agency decision has been served on the
violator, North Carolina General Statue 143-215.6A (g) allows the Secretary of the Department of
Environmental Quality to request the Attorney General to institute a civil action in Superior Court of any
county in which the violator resides or has his or its principal place of business to recover the amount of
the assessment. The Division has the certified mail green card that shows you received the Final Agency
Decision on February 29, 2016.
This letter serves as final notice that the Division will proceed to refer your case to the North Carolina
Attorney General's Office unless payment of this civil penalty is received within 10 days of your receipt
of this notice, the North Carolina Attorney General's Office will seek collection through the courts.
Should you have any questions, please contact Miressa D. Garoma at [phone] or Debra Watts at
[phone].
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Jim Gregson, Wilmington WQROS Regional Supervisor
File # PC-2015-0041
WQROS Central Files
State of Nordi Carolina I Environurental Quality I Water Resources'Water Quality Regional Operations
1636 Mail service Center I Raleigh, North Carolina 27699-1636
919 907 6464

Wa ter Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secrelari
S. JAY ZIMMERMAN
Dkeclor
May 27, 2016
Sheriff Blake Wallace
Duplin County Sheriff's Office
PO Box 908
Kenansville, NC 28349
Attn: Civil Division
Subject: NOTICE OF SERVICE
Sheila Schmalbach
Dear Sheriff Wallace:
RECE! ED/NCDENRIDWR
MAY 3 z 2016
Water Qualitonsy Re tonal
Wit ngOpetonl %0ona ectioffice
Please serve the attached Request for Payment of Civil Penalties as follows:
Sheila Schrnalbach
Gilt Free Farms
353 Blackmore Road
Warsaw, North Carolina 28398
It is our understanding that because we are a State agency, no fee is required for this service. Please
return the'completed Retuin of Service form in the enclosed return envelope.
The Division of Water Resources appreciates this assistance from your department. If you have
any questions or need additional information, please contact me at [phone].
Sincerely,
Debra Watts, Supervisor
Animal Feeding Operations and
Ground Water Protection Branch
F,nclosures
cc: Jim Gregson, Wilmington WQROS Supervisor
File # PC-2015-0041
WQROS Central Files (Permit No. AWS310026)
State of North Carolina I Environmental Quality j Water ResoureevWater Quality Regional Operations
1636 Mail service Center I Raleigh, North Carolina 27699-1636
919 807 6464

U
RETURN OF SERVICE
I certify that this NOTICE OF SERVICE was received on the day of
with the document(s) was served as follows:
Date Served:
Designated Recipient: Sheila Schmalbach
Place of Service: 353 Blackmore Road
(fill in address) Warsaw, NC 28398
Mot
2016, and together
(Served Officer)
Check one of the following:
By personally delivering copies to the named individual;
By leaving copies of the Notice and original letter at the named individual's dwelling, house or place
of business with a person of suitable age and discretion then residing therein. Name of the person
who the copies were left:
If not served to the named individual, please state the reason why --
(Sheriff Signature)
Service Fee Paid
Please return this form to:
Duplin County Sheriff
Miressa D. Garoma
Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Paid By
(Date)

Water Resources
ENVIRONMENTAL QUALITY
April 20, 2016
CERTIFIED MAIL - # 7015 1520 0000 7838 0186
RETURN RECEIPT REQUESTED
Sheila Schmalbach
Gilt Free Farms
353 Blackmore Road
Warsaw, North Carolina 28398
SUBJECT:
Dear Sheila Schmalbach:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
secrerary
S. JAY ZIMMERMAN
Direcrar
RECEIVEQ/NCRENR/DWR
APR 2 2 2016
Water Quality Regional
ons Section
Wifminngl tonRegional Office
Payment Plan Agreement
File No.: PC-2015-0041
Duplin County
You have requested a schedule for making partial payments toward the subjected civil penalties
totaling $5378.29. The Division is agreeable to a monthly payment schedule beginning on June
1, 2016 and continuing to November 1, 2017. There is Seventeen (17) payment of Three
Hundred Dollars ($300.00) to be made once every month and One payment of Two Hundred
Seventy Eight Dollars and 29/100 ($278.29) as indicated on the attached schedule.
Please sign the attached payment schedule and send it back with your first payment. Make a
copy of the payment schedule for your records. Please make the payments by check payable to
the Department of Environmental Quality and mail them so they are received by the 1 st of each
month.
Failure to make the monthly payments in accordance with this schedule will cause the entire
unpaid balance of the civil penalty to be due and payable and subject to collection through a civil
action in the superior court.
Mail your payments to the address shown below to make sure that they are properly
recorded:
Miressa Garoma'
NCDEQ-DWR
1636 Mail Service Center
Raleigh, NC 27699-1636
If you have any questions, please call me at [phone].
State of North Carolina j Environmental Quality I Water Rcsources/Water Quality Regional Operations
1636 Mail service Center I Raleigh, North Carolina 27699-1636
919 807 6464

Since ly,
.... , :.�� Jon Ri aard, Chief
Water Quality Regional Operations.Section
Division of Water Resources
ATTACHMENTS ;
cc: Jim;Gregsori Wilmington WQROS Regional Supervisor w/ attachments
Enforcement File # PC-2015-0041 wl attachments
WQROS Central Files (AWS310026) w/ attachments

CIVIL PENALTY ASSESSMENT PAYMENT SCHEDULE
Sheila Schmalbach
CASE # PC-2015-0041
On February 25, 2016, the Director of the Division of Water Resources (DWR) assessed a civil
penalty against you in the amount of $5378.29 including $878.29 in investigative costs, for various permit
condition violations. In order to resolve this matter, DWR and Sheila Schmalbach have agreed to enter
into a payment schedule.
Sheila Schmalbach-agrees to pay the civil assessments totaling $5378.29 according to the
schedule below as full settlement of Case No. PC-2015-0041.
Sheila Schmalbach understands that any efault in payment or failure to submit payment by the
day of the month in which payment is due will result in the immediate referral of this case to the Attorner
General's Office for collection through the courts. Sheila Schmalbach also acknowledges that DWR
` reserves the right to take enforcement action for future violations within its authority should they occur.
PAYMENT AMOUNT
DATE DUE DATE PAID
$300.00
6/ 1 /2016
$300.00
7/ 1 /2016
$300.00
8/ 1 /2016
$300.00
9/ 1 /2016
$ 300.00
10/ 1 /2016
$300.00
11 /1 /2016
$300.00
12/1/2016
$300.00
1 /1 /2017
$300.00
2/ 1 /2017
$300,00
3/1/2017
$300.00
4/ 1 /2017
$300,00
5/1/2017
$300.00
6/ 1 /2017
$300.00
7/ 1 /2017
$300.00
8/ l /2017
$300.00
9/1I2017
$300.00
10/1/2017
$278.29
H / 1 /2017
$5378.29
TOTAL
Payments should be by check payable to "NCDEQ" and should be mailed to:
Miressa Garoma
NCDEQ-DWR
1636 Mail Service Center
Raleigh, NC 27699-1636
Sheila Schmalbach
Jon Risgaard, Chief
Water Quality Regional Operations Section
Division of Water Resources
Date
Date

Water Resources
ENVIRONMENTAL OUALFTV
February 25, 2016
CERTIFIED MAIL - #7015 0640 0007 9833 5202
RETURN RECEIPT REQUESTED
Sheila Schmalbach
Gilt Free Farms
353 Blackmore Road
Warsaw, North Carolina 28398
Dear Sheila Schmalbach:
PAT MCCRORY
Govenwr
DONALD R. VAN DER VAART
Secrelan
S. JAY ZIMMERMAN
RECEIVEDINCDENR/M
FEB 2 9 2016
Water Quality Regional
Operations Section
Wilmington Regional Office
SUBJECT: Assessment of Civil Penalties for Violation(s) of
N.C. General Statute(s) 143-215.1
Farm # 31-0026
Duplin County
Enforcement File No. PC-2015-0041
Oireclor
This letter transmits notice of a civil penalty assessed against Sheila Schmalbach in the amount of $4500.00,
and $878.29 in investigative costs, for a total of $5378.29. Attached is a copy of the assessment document
explaining this penalty.
This action was taken under the authority vested in me by delegation provided by the Secretary of the
Department of Environment Quality. Any continuing violation(s) may be the subject of a new enforcement
action, including an additional penalty.
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environmental Quality (do not
include waiver form). Payment of the penalty will not foreclose further enforcement action for any
continuing or new violation(s). Please submit payment to the attention of:
Miressa Garoma
Water Quality Regional Operations Section
Division of Water Resources
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
OR
State of North Carolina I Environmental Quality I Water Resources
Water Quality Regional Operations Section
1636 Mail service Center I Raleigh, North Carulina 2 7699-1 b3b
919 907 6464

t
Assessment of civil penalty
Sheila Schmalbach
Enforcement # PC-2015-0041
Page 2 of 3
2. Submit a written request for remission including a detailed justification for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed below, as
they may relate to the reasonableness of the amount of the civil penalty assessed. Requesting remission is
not the proper procedure for contesting whether the violation(s) occurred or the accuracy of any of the
factual statements contained in the civil penalty assessment document. Because a remission request
forecloses;the'optiofi of aittadministrative hearing, such a request must be accompanied by a -waiver of your
right to an administrative hearing and a stipulation and agreement that no factual or legal issues are in
dispute. Please prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit' it to the Division of Water Resources at the address listed below. In determining
whether a remission request will be approved, the following factors shall be considered:
(1) whether_'one _or mare of the civil penalty assessment factors in NCGS 143B-282.1(b) were
wrongfuliy applied'to the detriment of the violator;
(2) whether the violator promptly abated continuing environmental damage resulting from the
violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator has been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary remedial
actions.
Please note that all evidence presented in support of your request for remission must be submitted in
writing.. The Director of the Division of Water Resources will review your evidence and inform you
of their decision in the matter of your remission request. The response will provide details regarding
the case status, directions for payment, and provision for further appeal of the penalty to the
Environmental Management Commission's Committee on Civil Penalty Remissions (Committee).
Please be advised that the Committee cannot consider information that was not part of the original
remission request considered by the Director. Therefore, it is very important that you prepare a
complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission of Civil
Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form within thirty (30)
days of receipt of this notice. The Division of Water Resources also requests that you complete and submit
the enclosed "Justification for Remission Request." Both forms should be submitted to the following
address:
Miressa Garoma
Water Quality Regional Operations Section
Division of Water Resources
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
OR
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings.

J. .
Assessment of civil penalty
Sheila Schmalbach
Enforcement # PC-2015-0041
Page 3 of 3
You must file the petition with the Office of Administrative Hearings within thirty (30) days of receipt of
this notice. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday
between the hours of 8:00 a.m. and 5:00 p.m., except for official state holidays. The petition may be filed
by facsimile (fax) or electronic mail by an attached file (with restrictions) - provided the signed original,
one (1) copy and a filing fee (if a filing fee is required by NCGS § 15013-23.2) -is received in the Office of
Administrative Hearings within seven (7) business days following the faxed or electronic transmission.
You should contact the Office of Administrative Hearings with all questions regarding the filing fee and/or
the details of the filing process. The mailing address and telephone and fax numbers for the Office of
Administrative Hearings are as follows:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Tel. [phone]
Fax: [phone]
One (1) copy of the petition must also be served on DEQ as follows:
Sam M. Hayes, General Counsel
DEQ
1601 Mail Service Center
Raleigh, NC 27699-1601
Failure to exercise one of the options above within thirty (30) days of receipt of this notice, as evidenced
by an internal date/time received stamp (not a postmark), will result in this matter being referred to the
Attorney General's Office for collection of the penalty through a civil action.
Please be advised that additional penalties may be assessed for violations that occur after the review period
of this assessment. If you have any questions, please contact Miressa D. Garoma at [phone].
Sincerely,
l
n Ris ard, Chief
Water Quality Regional Operations Section
Division of Water Resources
ATTACHMENTS
cc: Jim Gregson, Wilmington WQROS Regiona_1�Supervisor w/ attachmen s
File # PC-2015-0041 w/ attachments
WQROS Central Files wl attachments
Duplin County Health Department

STATE OF NORTH CAROLINA
COUNTY OF DUPLIN
IN THE MATTER OF
SHEILA SCHMALBACH
FOR VIOLATIONS OF SWINE WASTE
GENERAL PERMIT AWG 100000
PURSUANT TO NORTH CAROLINA
GENERAL STATUE 143-215.1
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
File No. PC-2015-0041
FINDINGS AND DECISION
AND ASSESSMENTS OF
CIVIL PENALTIES
Acting pursuant to delegation provided by the Secretary of the Department of Environmental
Quality and the Director of the Division of Water Resources (DWR), I, Jon Risgaard, Chief of the Water
Quality Regional Operations Section of the DWR, make the following:
I. FINDINGS OF FACT:
A. Sheila Schmalbach owns and operates Gilt Free Farms, a permitted swine animal feeding
operation in Duplin County.
B. Sheila Schmalbach was issued Certificate of Coverage AWS310026 under General
Permit AWG 100000 for Gilt Free Farms on October 1, 2014, effective upon issuance,
with an expiration date of September 30, 2019.
C. Condition II.1. of the General Permit AWG 100000 states in part that, "The collection,
treatment, and storage facilities, and land application equipment and fields shall be
properly operated and maintained at all times."
D. During the October 6, 2015, site visit, DWR staff from the Wilmington Regional Office
(WIRO) discovered a concrete recycle pit broken and discharging swine waste onto the
ground and surrounding area.
E. Condition 11. 5 of the General Permit AWG 100000 states in part that, "In no case shall
land application rates result in excessive ponding or any runoff during any given
application event."
F. During the September 25, 2015 site visit, DWR staff discovered swine waste running off
from one field across the entrance road, across another field and into a ditch because of
hydraulic overload.
G. Condition V. 2. of the General Permit AWG 100000 states in part that, "The maximum
waste level in lagoon/storage pond to not exceed the maximum level specified in the
facility's CAWMP."
H. During the October 6, 2015 site visit, DWR staff discovered Front Lagoon 1 at seven (7)
inches, Back lagoon 2 at thirteen (13) inches. Front Lagoon 1 designed freeboard is
nineteen and half (19.5) inches. Back Lagoon 2 designed freeboard is twenty seven (27)
inches.

I. Condition No. III.13. a. of the General Permit AWG 100000 states that "The Permitt ee
shall report by telephone to the appropriate Division Regional Office as soon as possible,
but in no case more than twenty-four (24) hours following first knowledge of the
occurrence of any of the following events: (a) failure of any component of the animal
waste management system resulting in a discharge to ditches, surface waters, or
wetlands."
On September 25, 2015, DWR staff inspected the irrigation fields and found runoff from
the fields into a ditch on the property because of hydraulic overload. Notification was not
received by WIRO staff by the time the inspection was conducted.
K. - `"On November 17, 2015, the Division issued a Notice of Violation (NOV)1 Notice of Intent
to enforce (NOI) to Sheila Schmalbach identifying violations of N.C.G.S. 143-215.1 and
General Permit AWG100000. The violations include failure to maintain adequate
freeboard, failure to properly operate and maintain collection, treatment, and storage
facilities, and land application equipment and fields at all times, failure to irrigate at land
application rates which would not result in excessive ponding or any runoffand failure to
complete the Permit required regional notification.
L. The NOV was sent by certified mail, return receipt requested and received on November
19, 2015.
M. No response was received from the Owner, Sheila Schmalbach, to the Notice of
Violation.
N. The costs to the State of the enforcement procedures in this matter totaled $878.29.
Based upon the above Findings of Fact, I make the following:
II. CONCLUSIONS OF LAW:
A. Sheila Schmalbach is a "person" within the meaning of G.S. 143-215.6A pursuant to G.S.
143-212(4).
B. A permit for an animal waste management system is required by G.S. 143-215.1.
C. The above -cited failure to operate and maintain collection, treatment, and storage facilities,
and land application equipment and fields at all times violated Condition H. 1. of the
General Permit AWG 100000.
D. The above -cited hydraulic overload caused animal waste to runoff which violated
Condition II. 5. of the General Permit AWG 100000,
F. The above -cited failure to maintain the liquid level in the lagoon at the level specified in
- the CAWMP violated Condition No. V.2. of the General Permit AWG 100000.
F. The above -cited failure to provide notification to the regional office violated Condition No.
111.13.c. of the General Permit AWG 100000.
G. Sheila Schmalbach may be assessed civil penalties pursuant to G.S. 143-215.6A(a)(2)
which provides that a civil penalty of not more than twenty-five thousand dollars
(S25,000.00) per violation may be assessed against a person who violates or fails to act in
accordance with the terms, conditions, or requirements of a permit required by G.S. 143-
215.1.

III
H. The State's enforcement costs in this matter may be assessed against Sheila Schmalbach
pursuant to G.S. 143-215.3(a)(9) and G.S. 143B-2821(b)(8).
I. The Chief of the Water Quality Regional Operations Section, Division of Water Resources,
pursuant to delegation provided by the Secretary of the Department of Environmental
Quality and the Director of the Division of Water Resources, has the authority to assess
civil penalties in this matter.
Based upon the above Findings of Facts and Conclusions of Law, I make the following:
DECISION
Accordingly, Sheila Schmalbach, owner of Gilt Free Farms, at the time of the noncompliance is
hereby assessed a civil penalty of:
$ o� 0
for violating Condition 11. 1. of the General Permit AWG100000 by
failing to properly operate and maintain collection, treatment, and
storage facilities, and,land application equipment and -fields at-alI times.
$ 5 b
for violating Condition 11. 5. of the General Permit AWG 100000 by not
irrigating at land application rates which would not result in ponding or
any runoff.
$ Law 1
for violating Condition No. V.2. of the General Permit AWG 100000 for
failure to maintain adequate freeboard in the lagoon.
$ S�y
for violating Condition No. III.13. a. of General Permit AWG 100000 for
failing to report inadequate freeboard by telephone to the appropriate
Regional Office as soon as possible, but in no case more than 24 hours.
TOTAL CNIL PENALTY which is percent of the maximum
penalty authorized by N.C.G.S. 143-215.6A.
$878.29 Enforcement costs
$53 79 .91 TOTAL AMOUNT DUE
Pursuant to N.C.G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at N.C.G.S. 14311-282.1(b),
which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of mone 'saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.

s
IV. NOTICE:
I reserve the right to assess civil penalties and investigative costs for any continuing violations
occurring after the assessment period indicated above. Each day of a continuing violation may be
considered a separate violation subject to a maximum $25,000.00 per day penalty. Civil penalties and
investigative cost may be assessed for any other rules and statutes for which penalties have not yet been
assessed.
V. TRANSMITTAL:
These Findings of Fact, Conclusions of Law and Decision shall be transmitted to Sheila Schmalbach,
in accordance with N.C.G.S. 143-215.6(A)(d).
2 61-i(��
(Date) J Ris d, Chief
ater lity Regional Operations Section
Division of Water Resources

STATE OF NORTH CAROLINA
COUNTY OF DUPLIN
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
SHEILA SCHMALBACH
PERMIT NO. AWS310026
DEPARTMENT OF ENVIRONMENTAL QUALITY
WAIVER OF RIGHT TO AN
ADMINISTRATIVE HEARING AND
} STIPULATION OF FACTS
}
}
} FILE NO. PC-2015-0041
Having been assessed civil penalties totaling $5378.29 for violation(s) as set forth in the
assessment document of the Division of Water Quality dated, February 25, 2016, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative
hearing in the above -stated matter and does stipulate that the facts are as alleged in the assessment
document. The undersigned further understands that all evidence presented in support of remission
of this civil penalty must be submitted to the Director of the Division of Water Resources within
thirty (30) days of receipt of the notice of assessment. No new evidence in support of a remission
request will be allowed after thirty (30) days from the receipt of the notice of assessment.
This the
day of
ADDRESS
TELEPHONE
Signature
2016

JUSTIFICATION FOR REMISSION REQUEST
APS Case Number: PC-2015-0041 County: Duiplin
Assessed Party: Sheila Sebmalbach
Permit No.: AWS310026 Amount assessed: $5378.29
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver o Right to an Administrative Hearing, and Stipulation o Facts "
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in determining your request for
remission. Please be aware that a request for remission is limited to consideration of the five
factors listed below as they may relate to the reasonableness of the amount of the civil penalty
assessed. Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty assessment
document. By law [NCGS 133-215.6A(f)] remission of a civil penalty may be granted when one
or more of the following five factors applies. Please check each factor that you believe applies to
your case and provide a detailed explanation, including copies of supporting documents, as to why
the factor applies (attach additional pages as needed).
Y (a) one or more of the civil penalty assessment factors in NCGS 143B-282.1 b were
wrongfully Lapplied to the detriment of the petitioner (the assessment factors are
included in the attached penalty matrix and/or listed in the civil penalty assessment
document);
(b) the violator promptly abated continuing environmental dama a resultingg from the
violation (i.e., explain the steps that you took to correct the violation and prevent
future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the
violation was unavoidable or something you could not prevent or prepare far);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary
remedial actions (i.e., explain how payment of the civil penalty will prevent you
from performing the activities necessary to achieve compliance).
EXPLANATION:
IRem. req.

DIVISION OF WATER RESOURCES
CIVIL PENALTY ASSESSMENT FACTORS
Violator: Sheila Schmalbach
County: Du lin
Case Number: PC-2015-0041
Permit Number: AWS310026
ASSESSMENT FACTORS
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
Total impact is unknown. However, runofffrom thefield ran into a ditch on the property. Animal waste
is high in BOD, Fecal Coliform and can'cause eutrophication which can disrupt natural ecosystems.
2) The duration and gravity of the violation;
There was a significant enough amount of animal waste running off the field, across the road and across
the next field and filling the ditch and still creating a flow of water into the woods on the property. Also,
a recycle pit was leaking and waste was ponded around several houses. The road around the hog houses
created a sufficient "berm " to contain the waste. This waste was left to infiltrate around the houses.
3) The effect on ground or surface water quantity or quality or on air quality;
There is potential for groundwater and aquifer contamination to occur and affect the environment and
disrupt natural ecosystem. Animal waste that overflowed recycle pit did not go to a lined lagoon but was
left to infiltrate into soil surrounding the hog houses.
4) The cost of rectifying the damage;
The cost to, rectify cannot be easily estimated. The runoff from the irrigation field was stopped by the
OIC Pete Schmalbach by digging up some soil and putting it into a ditch to stop the flow from continuing
to enter into the woods. Recycle pit needed only some concrete and block, which was fixed within a 48
hour period by owner. Pump and haulers, as well as an airway crew, were brought in to help get lagoons
back in compliance, said the owner Sheila.
5) The amount of money saved by noncompliance;
The amount of money saved is not known. Items to consider: Irrigate more in shorter events to allow
proper infiltration at agronomic rates. Diesel fuel and time for OIC to operate these extra pumping
events. Fixing recycle pit with concrete mix and cinder block. Cost to operate and maintain the facility
and its structures properly. On average $140.00 per hour of hauling waste one structure to a relative
close location. Total estimated cost $1000.00 to $1500.00.
6) Whether the violation was committed willfully or intentionally;
These violations were not necessarily seen as willful or intentional. However, DWR WIRO and
State/Local Soil and Water staff have assisted farm on many occasions to help stay in compliance.
7) The prior record of the violator in complying or failing to comply with programs over which the
Environmental Management Commission has regulatory authority; and
April 2010 — CPA (PC-2010-0046) —for inadequate irrigation records, inadequate freeboard, and
inadequate record keeping.
October 2010 — NOV 2010-PC-1106 — Failure to maintain waste levels in accordance with CA WMP.
April 2011— CPA (PC-2011--0035) —Failure to record all irrigation events.
0712612011 — Show Cause Meeting — Attend Irrigation Certification Type 'A' Animal Waste course again.
0212512014 — NOV 2014-PC-0043 — Failure to notify WIRO of freeboard violation; Failure to maintain
waste levels in accordance with CAWMP.
8) The cost to the State of the enforcement procedures.
$878.29
Date J;Pmsgaard
rev 1.0 - $.31.09

Pat McCrory
Governor
North Carolina Department of Environmental Quality
November 17, 2015
CERTIFIED MAIL #7013 2630 0002 0760 8988
RETURN RECEIPT REQUESTED
Sheila Schmalbach
Gilt Free Farms Facility No. 31-26
353 Biackmore Road
Warsaw, North Carolina 28398
Subject:NOTICE OF VIOLATION with RECOMMENDATION FOR ENFORCEMENT
PC-2015-0041
Administrative Code 15A NCAC 2T .1304
Gilt Free Farms 31-26, Permit No. AWS310026
Duplin County
Dear Sheila Schmalbach:
Donald R. van der Vaart
Secretary
On September 25, 2015 and October 6, 2015, staff of the NC Division of Water Resources (DWR) inspected the Gilt
Free Farms and the permitted waste management system. We wish to thank Sheila Schmalbach for being present and
assisting us during these inspections.
As a result of these inspections, you are hereby notified that, having been permitted to have a non -discharge permit for
the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been found to be in violation
of your Certified Animal Waste Management Plan (CAWMP) and the Swine Waste System General Permit No.
AWG 100000 as follows:
Violation 1:
Failure in maintaining the waste level in lagoon/storage pond to not exceed the maximum level specified in the facility's
CAWMP in accordance with Condition V. 2 of the Swine Waste System General Permit No. AWG 100000.
On October 6, 2015, DWR staff inspected the lagoon freeboards, which were found to not be in compliance with the
levels specified in the facility's CAWMP:
Lagoon 1 seven (7) inches
Lagoon 2 thirteen (13) inches
The lagoon design freeboard is nineteen and a half (19.5) inches for lagoon .1 and twenty seven (27) inches for lagoon
2
Violation 2:
Failure to irrigate at land application rates which would not result in excessive ponding or any runoff in accordance with
Condition II. 5. of the Swine Waste System General Permit No. AWG 100000.
On September 25, 2015, DWR staff inspected the irrigation fields and found runoff from the fields into a ditch on the
property.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www,ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer - trade in part by recycled paper

r.�
Violation 3:
.Failure to properly operate and maintain collection, treatment, and storage facilities, and land application equipment and
Melds at all times in accordance with Condition 11.1. of the Swine Waste System General Permit No. AWG 100000.
On October 6, 2015, DWR and NCDA staff inspected the Gilt Free Farms hog houses and found a concrete box (recycle
pit) at the end of the house broken and discharging waste onto ground and surrounding area.
Violation 4:
Failure to report a discharge by telephone to the Wilmington Division of Water Resources office within twenty-four
(24) hours. Condition 111. (13) Of the Swine Waste System General Permit No. AWG100000. The Permittee shall
report by telephone to the appropriate Division Regional Office as soon as possible, but in no case more than twenty-
four (24) hours following first knowledge of the occurrence of any of the following events: Failure of any component
of the animal waste management system resulting in a discharge to ditches, surface waters, or wetlands.
On September 25, 2015, DWR staff inspected the irrigation fields and found runoff from the fields into a ditch on the
property because of hydraulic overload. Notification was not received by WIRO staff by the time the inspection was
conducted.
Required Corrective Action for Violations:
Please provide to our office, a description of the corrective action you will take to prevent this from occurring again.
You are required to provide a written response to this Notice by December 17, 2015. Please include in your response
all corrective actions already taken and a schedule for completion of any corrective actions not addressed.
You may wish to contact your County Soil & Water Conservation District Office, County Extension office, a qualified
technical specialist, and/or a professional engineer for any assistance they may be able to provide.
Be advised that this office is considering recommending assessment of civil penalties to the Director of the
Division of Water Quality for the above noted violations. These violations may result in civil penalties of up to
$25,000 per violation in accordance with North Carolina General Statute 143-215.6A(a)(2). You may also be
assessed for reasonable costs of the investigation in accordance with North Carolina General Statute 143-
215.3(a)(9). Your response will be forwarded to the Director along with the enforcement package for his
consideration. Be advised that the Division of Water Quality may take further action in this matter including
injunctive relief and permit revocation.
If you have any questions concerning this Notice, please contact David Powell at [phone].
Sincerely,
Jim Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
cc: WQROS CAFO Unit
Billy Houston, Duplin County Soil and Water Conservation District
Kraig Westerbeek, Murphy Brown LLC
DWR Wilmington Animal Files 31-26
G:IWQLSharedlANIMALSIDUPLIN12015\31-26NO VREF

Environmental Chemists, Inc.
envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
SM
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5943 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS [e-mail]
RrIr.I+KD=ENRIDWR -
OCT 2 9 2015
NCDENR-DWR
Date of Report: Oct 19, 2015
127 N. Cardinal Drive Ext.
Water tons Section Regional
Operaations
Customer PO #:
Wilmington NC 28405
Wilmington Regional Office
Customer ID: 09010049
Attention: David Powell
Report #: 2015-12900
Project ID: Farm 31-26
Lab ID Sample ID: Collect Datefrime Matrix Sampled by
15-30590 Site: Farm 31-26 Sample 1 9/25/2015 9:30 AM Water David Powell
Test Method Results Date Analyzed
Ammonia Nitrogen
EPA 350.1
40.0 mglL
09/30/2015
Total Phosphorus
SM45W P F
26.4 mg/L
10116/2015
Fecal Coliform
SM 9222D MF
16000 Colonies/1 00m L
09/25/2015
Total Nitrogen (Calc)
Total Neldahl Nitrogen (TKN)
EPA351.2
68.5mg/L
10/13/2015
Nitrate+Nitrite-Nitrogen
EPA353.2
30.4 mg/L
09/29/2015
Total Nitrogen
TOW Wroge"
98.9 mg/L
10/14/2015
Lab ID Sample ID:
Collect DatelTime
Matrix Sampled by
15-30591 Site: Farm 31-26 Sample 2 9/25/2015 9:45 AM
Water David Powell
Test
Method
Results Date Analyzed
Ammonia Nitrogen
EPA 350.1
38.0 mglL
09/30/2015
Total Phosphorus
SM 4500 P F
24.1 mglL
10/16/2015
Fecal Coliform
SM 9222D MF
80000 Colonies/100mL 09/25/2015
Total Nitrogen (Calc)
Total Neldahl Nitrogen (TKN)
EPA 351.2
44.9 mg/L
10/13/2015
Nitrate+ Nitrite-N itrogen
EPA353.2
30.0 mglL
09/2912015
Total Nitrogen
Totai N"e"
74.9 mglL
10/14/2015
Report #:: 2015-12900 Page 1 of 2

4
•
LL
SM
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 a 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.3475843 Lab/Fax
[e-mail]
NCDENR-DWR Date of Report: Oct 19, 2015
127 N. Cardinal Drive Ext. Customer PO #:
Wilmington NC 28405 Customer ID: 09010049
Attention: David Powell Report #: 2015-12900
Project ID: Farm 31-26
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
15-30592 Site: Farm 31-26 Sample 3 9/25/2015 10:05 AM Water David Powell
Test Method Results Date Analyzed
Ammonia Nitrogen
EPA 350.1
26.6 mg/L
09/30/2015
Total Phosphorus
SM4500 P F
10.6 mg1L
10/16/2015
Fecal Coliform
SM 92220 ME
>120000 Colonies/100ml- 09/25/2015
Total Nitrogen (Calc)
Total KNeldahl Nitrogen (TKN)
EPA 351.2
37.4 mg/L
10/13/2015
Nitrate+Nitrite-Nitrogen
EPA353.2
10.4mg/L
09/29/2015
Total Nitrogen
TotW Nitrogen
47.8 mg/L
10/14/2015
Comment:
Reviewed by
Reportk: 2015-12900 Page 2 or 2

ngton
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ENVIRONMENTAL CHEMISTS, INC OFFICE: 91 -392 0223 FLAX 9'10-3 2-4 24
NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
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Analytical & Consulting Chemists
COLLECTION AND C AIN OF CUSTODY
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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-26
Facility Name: Gilt Free Farms
Certified Operator Name:
Pete Schmalbach
County: Duplin
Operator Number:
991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
17 20
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures_ A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled'is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 1/30/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: 1 /30/2015

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon #1
line m =
589.7 lb PAN
2.
Structure ID: Lagoon #2
line m =
979.2 lb PAN
3_
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 1568.9 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
u. application window
31-26
P3
small grain
6.28
27.00
169.6
10/1 to 3/31
31-26
Pi
small grain
4.03
%00
201.5
10/1 to 3/31
31-26
P13
small grain
5.35
26.00
139.1
10/1 to 3/31
31-26
P1
small grain
1.46
22.30
32.6
10/1 to 3/31
31-26
P2
small grain
3.91
31.00
121.2
10/1 to 3131
31-26
P4
small grain
5.76
31.60
182.0
10/1 to 3/31
31-26
P5
small grain
6.05
27.40
165.8
10/1 to 3/31
31-26
P6
small grain
2.48
50.00
124.0
10/1 to 3/31
31-26
P7
small grain
2.92
26.80
78.3
1011 to 3/31
31-26
P8
small grain
2.88
23.50
67.7
10/1 to 3/31
31-26
P9
small grain
4.50
32.70
147.2
10/1 to 3/31
31-26
P10
small grain
4.38
18.30
80.2
1011 to 3131
31-26
PI
small grain
3.85
50.00
192.5
10/1 to 3/31
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1701.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1568.9 lb. PAN
x. Crop's remaining PAN balance (line v from section Ill) = 1701.5 lb. PAN
y. Overall PAN balance (w - x) _ -133 lb. PAN
PoA (30 Day) 2/21/00

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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): La oon #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a_ current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 2.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ft2
e. line c/12 x line d x 7.48 gallons/ft3 257789 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 232094.1 ft3
h, current herd # 1500 certified herd #1 7040
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/2/2014
m_ ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
49452 ft3
01ft3
�99400 ft3
185569 gallons
1.33 ibs/1000 gal.
589.7 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL_ PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 Lagoon #2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 20.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 113709 fe
e. line c112 x line d x 7.48 gallonslft3 496150 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 116Q47.1 ft3
h. current herd # 2500 certified herd # 3520
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/2/2014
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
82420 ft3
j� if
LL 1�10576��OJJft3
234598 gallons
1.34 Ibs11000 gal.
979.2 lbs. PAN
b
PoA (30 Day) 2121/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-26
Facility Name: Gilt Free Farms
Certified Operator Name:
Pete Schmalbach
County: Duplin
Operator Number:
991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
16 23
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates for depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 5/13/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: 5/14/2015

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1
line m =
959.5 lb PAN
2. Structure ID: Lagoon #2
line m =
573.2 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1532.7lb, PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p_ field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
u_ application window'
31-26
P3
bermuda
6.28
201.10
1262.9
311 to 9/30
31-26
P12
bermuda
4.03
198.80
801.2
311 to 9/30
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2064.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1532.7 Ib. PAN
x. Crop's remaining PAN balance (line v from section Ill) = 2064.1 Ib. PAN
y. Overall PAN balance (w - x) _ -531 lb. PAN
PoA (30 Day) 2/21100

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
.I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c112 x line-d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
16.0 inches
19.5 inches
3.5 inches
165426 ft2
360904 gallons
180 days
g. volume of waste produced according to structural design 232094.1 ft3
h. current herd # F-5--0-0-01 certified herd #1 7040
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 3/1612015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
164840 ft3
® ft3
99400 ft3
329419 gallons
1.39 Ibs/1000 gal.
959.5 lbs. PAN
PoA (30 Day) 2121/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1 _ Structure Namelidentifier (ID): 1 Lagoon #2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 23.0 inches
b. designed 25 yr.124 hr, storm & structural freeboard 27.0 inches
C. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 113709 ft2
e. line c112 x line d x 7.48 gallons1ft3 283514 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 116047.1 ft3
h. current herd # 00 certified herd # 3520
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 3/16/2015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
ft3
®W
105760 W
131847 gallons
1.38 Ibs11000 gal.
573.2 lbs. PAN
PoA (30 Day) 2/21100

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
31-26,
Gilt Free Farms
Certified Operator Name: Pete Schmalbach
County: Duplin
Operator Number: 991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
16 24
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 9/3/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach
Facility Owner/Manager (print)
Phone: [phone]
Date: 9/3/2015
Facility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon #1
line m =
1045.2 lb PAN
2.
Structure ID: Lagoon #2
line m =
673.9 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6=
1719.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lblacre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
u. application window'
31-26
P3
bermuda rass
6.28
218.00
1369.0
311 to 9/30
31-26
P12
bermuda rass
4.03
197.001
793.9
311 to 9130
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2163.0 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1719.1 Ib. PAN
x. Crop's remaining PAN balance (line v from section III) = 2163.0 lb. PAN
y. Overall PAN balance (w - x) _ -444 lb. PAN
PoA (30 Day) 2/21/00

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21100

PLAN -OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL_ FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentifier (ID): La oon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 3.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ftz
e. line c/12 x line d x 7.48 9'allons/ft3 360904 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 232094.1 ft3
h. current herd # 650D certified herd # 7040
actual waste produced = current herd # x line g = 214291 ft3
certified herd #
i. volume of wash water according to structural design 01ft3
j. excess rainfall over evaporation according to design 99400 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 391069 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/1/2015 1.39 Ibs11000 gal.
m. ((lines e + k)11000) x line I = 1046.2 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): [Lagoon #2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 113709 ftz
e. line c/12 x line d x 7.48 gallon S/ t3 212636 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 116047.1 ft3
h. current herd # 3500 certified herd # 3520
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j_ excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/1/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
115388 ft3
ft3
1 1�057601 ft3
275698 gallons
1.38 Ibs/1000 gal.
673.9 lbs. PAN
PoA (30 Day) 2121 /00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-26
Facility Name: Gilt Free Farms
Certified Operator Name:
Pete Schmalbach
County: Duplin
Operator Number: 991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon NamelID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
14 19
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop '
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates for depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 10/7/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach
Facility Owner/Manager (print)
Phone: [phone]
Date: 10/6/2015
Facility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon #1
line m =
1649.4 lb PAN
2.
Structure ID: Lagoon #2
line m =
1114.2 lb PAN
3,
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 2763.6lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lblacre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
u, application window'
31-26
P3
small grain
6.28
50.00
314.0
1011 to 3131
31-26
P12
small grain
4.03
50.00
201.5
10/1 to 3131
31-26
P13
small grain
5.35
50.00
267.5
10/1 to 3131
31-26
P1
small grain
1.46
50.00
73.0
10/1 to 3131
31-26
P2
small grain
3.91
50.00
195.5
10/1 to 3131
31-26
P7
small grain
2.92
50.00
146.0
10/1 to 3131
31-26
P8
small grain
2.88
50.00
144.0
10/1 to 3131
31-26
P4
small grain
5.76
50.00
288.0
10/1 to 3/31
31-26
P5
small grain
6.05
50.00
302.5
10/1 to 3131
31-26
136
small grain
2.48
50.00
124.0
10/1 to 3/31
31-26
P9
small grain
4.50
50.00
225.0
10/1 to 3131
31-26
P10
small grain
4.38
50.00
219.0
10/1 to 3131
31-26
P11
small grain
3.85
50.00
192.5
10/1 to 3131
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) 2692.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 2763.6 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2692.5 lb. PAN
y. Overall PAN balance (w - x) = 71.1 lb. PAN
PoA (30 Day) 2/21/00

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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker. 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 7.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ftz
e. line c112 x line d x 7.48 gallons/ft3 773367 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 232094.1 ft3
h. current herd # 7040 certified herd # 7040
actual waste produced = current herd # x line g =
certified herd.#
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=.
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/1/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
232094 ft3
01ft3
9,9 ft3
413263 gallons
1.39 Ibs11000 gal.
1649.4 lbs. PAN
PoA (30 Day) 2121100

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentifier (ID): La -goon #2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 19.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 8.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 113709 ftz
e. line c/12 x line d x 7.48 gallons/W 567029 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
J
g. volume of waste produced according to structural design 116047.1 ft3
h. current herd # 2640 certified herd #1 3520
actual waste produced = current herd # x line g = 87035 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/1/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
© ft3
105760 ft3
240352 gallons
1.38 Ibs/1000 gal.
1114.2 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
*CORRECTED*
Facility Number:
31-26
Facility Name: Gilt Free Farms
Certified Operator Name: Pete Schmalbach
County: Duplin
Operator Number: 991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
7 19
2. Check all applicable items
X Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
X Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 10/7/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date:

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon #1
line m =
1291.1 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5_
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1291.1lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
u. application window'
31-26
P3
6.28
31-26
P 12
4.03
31-26
P 13
5.35
31-26
Pi
1.46
31-26
P2
3.91
31-26
P7
2.92
31-26
P8
2.88
31-26
P4
5.76
31-26
P5
6.05
31-26
P6
2.48
31-26
P9
4.50
31-26
P10
4.38
31-26
P11
3.85
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1291.1 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = lb. PAN
y. Overall PAN balance (w - x) = 1291.1 lb. PAN
PoA (30 Day) 2121100

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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 7.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 12.0 inches
c. line b = line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ft2
e, line c/12 x line d x 7.48 gallonslft3 515578 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 232094.1 ft3
h. current herd # 7040 certified herd # 7040
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/1/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
232094 ft3
0 ft3
99400 ft3
413263 gallons
1.39 lbs/1000 gal.
1291.1 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name
31-26
Gilt Free Farms
Certified Operator Name: Pete Schmalbach
County: Duplin
Operator Number: 991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
N
15
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
Freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 11/24/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shelia Schmalbach
Facility Owner/Manager (print)
Phone: [phone]
Date: 11 /23/2015
Facility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon #1
line m =
998.2 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 998.2 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPLIED DLIRIN[, THIS 3n nAY PFRIAr].
o. tract #
p. field #
g. crop
r. acres
s. remaining IRR
2 PAN balance
(b/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
u. application window'
31-26
P3
small qrain
6.28
40.00
251.2
1011 to 3/31
31-26
P12
small grain
4.03
38.00
153.1
10/1 to 3/31
31-26
P13
small grain
5.35
41.20
220.4
10/1 to 3/31
31-26
P1
small grain
1.46
38.20
55.8
10/1 to 3/31
31-26
P2
small grain
3.91
38.50
150.5
10/1 to 3/31
31-26
P7
small grain
2.92
41.20
120.3
10/1 to 3/31
31-26
P8
small grain
2.88
38.60
111.2
10/1 to 3/31
31-26
P4
small grain
5.76
32.80
188.9
10/1 to 3/31
31-26
P5
small grain
6.05
31.10
188.2
10/1 to 3/31
31-26
P6
small grain
2.48
40.70
100.9
10/1 to 3/31
31-26
P9
small rain
4.50
42.50
191.3
10/1 to 3/31
31-26
P10
small qrain
4.38
36.90
161.6
1011 to 3/31
31-26
P11
small grain
3.85
35.10
135.1
10/1 to 3/31
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2028.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 998.2 lb. PAN
x. Crop's remaining PAN balance (line v from section Illy = 2028.6 lb. PAN
y. Overall PAN balance (w - x) _ -1030 lb. PAN
PoA (30 Day) 2/21/00

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21100

.,
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): I_a oon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr_124 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 4.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ftz
e. line c112 x line d x 7.48 gallonslft3 464020 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 232094.1 ft3
h_ current herd # 3168 certified herd # 7040
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/1/2015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
104442 ft3
ft3
II 9940��011 ft3
254123 gallons
1.39 Ibs11000 gal.
998.2 lbs. PAN
PoA (30 Day) 2/21/00

Statement from Sheila Schmalbach (Gilt Free Farms) in regards to DWQ Violation
On Monday, February 17, 2014, Pete Schmalbach (the manager and operator
of Gilt Free Farms) came home from the farm and told me (Sheila Schmalbach) that
the lagoons were extremely high and that he was not going to deal with it. At that
time, he left and went to Vidant Hospital in Kenansville, NC and checked himself into
the Mental Institution. That is when I got in my car and went to the farm to look at
the lagoons. They were high like he had said. I got on the phone and started making
plans to get the lagoons lowered. Dennis Daily came out to the farm to start
pumping water from the lagoons. Around that same time, I got a phone call from
our serviceman, Harley Jones, and he said that "someone" reported our farm to
DWQ. My first response was to make sure that the lagoon got low and so that is
what I focused on.
Later that week, Pete called me from the hospital and told -me that he had
been planning this for over 6 months and that he was the one that called and
reported the farm to DWQ. Because of the actions of Pete Schmalbach, he is no
longer the operator or manager of the farm. He is no longer allowed on the property
and we have taken it upon ourselves to get the lagoons back in compliance with
DWQ and Smithfield Food's regulations. We now have a new operator in charge and
I have made a personal decision to be 100% active in every aspect of Gilt Free
Farms. Greer Moore is now doing our Pumping Records and any other paperwork
necessary to make sure that it is all done correctly.
If any questions or concerns, please call me at 910-290-0427
Thanks,
Sheila Schmalbach
3r—,z4
�ECEIVE
ii MAR 2 4 2010
er.

.14CDA8+CS Agronomic Division Phone: [phone]
Website: www.ncagr.gov/agronomi/
Report No.
FY17-SL000794
Client:
Pete/ Sheila Schmalbach
Advisor:
Predictive
Gilt Free Farms
T
353 Blackmore Rd
Soil Report
Mehlich-3 Extraction
Warsaw, NC 28398
Links to Helpful Information
sampled County : Duplin
Client ID: 207855
Advisor ID:
sampied:06/28/2016 Recalved: 07/18/2016 Completed: 07/26/2016
LL�
Sample ID: d01
Recommendations:
Lime
Nutrients (lb/acre)
More
Crop
(tonslacre)
N` s
K2O
Mg S Mn
Zn
Cu B
Information
Lime History:
1- Bermuda hay/past., M
0.0
180-220 0
0
0 0 0
0
0 0
Note: 12
2-Bermuda hay/past., M
0.0
180-220 0
0
0 0 0
0
0 0
Note: 12
Test Results [units - WN in glcn�; CEC and Na in meg1100 cm3; NO3-N in mgldrrtl]:
Soil Class: Mineral
HM% WIV CEC BS% Ac pH
P-1 K-1
Ca% Mg% S-1
Mn-I
Mn-All Mn-AI2 Zn-I
Zn-Al
Cu-1 Na ESP SS-1 NO3-N
0.36 1.21 6.7 84 1.0 6.2
214 133
52 23 31
40
38 38 341
341
78 0.1
1
Sample ID: f1d02
Recommendations:
Lime
Nutrients (Iblacre)
More
Crop
(tonslacre)
N P206
K2O
Mg S Mn
Zn
Cu B
Information
Lime History:
1- Bermuda hay/past., M
0.0
180-220 0
0
0 0 0
0
0 0
Note: 12
2-Bermuda hay/past., M
0.0
180-220 0
0
0 0 0
0
0 0
Note: 12
Test Results [units - W1V in glcd; CEC and Na in meg1100 crTO; NO3-N in mgldd]:
Soil Class: Mineral
HM% WN CEC BS% Ac pH
P-1 K-1
Ca% Mg% S-1
Mn-I
Mn-Ali Mn-AI2 Zn-I
Zn-AI
Cu-1 Na ESP
SS-1 NO3-N
1.02 1.20 7.7 86 1.1 6.3
68 135
63 14 28
30
30 30 76
76
69 0.2 _
3
North ,Carolina
Tobxco Trust Fund Coenmirslon
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture

K'NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY17-SL000794
Pete 1 Sheila Schmalbach
Page 2 of 2
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Report Abbreviations
Lime
Ac
exchangeable acidity
If testing finds that soil pH is too low for the crop(s) indicated, a time recommendation will be given in units of either
B
boron
ton/acre or ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several. months before planting.
BS%
% CEC occupied by basic cations
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 Ib11000 sq ft) at on
Ca%
% CEC occupied by calcium
time, even if the report recommends more. You can apply the rest in similar increments every six months until the full rate
CEC
cation exchange capacity
is applied. If MG is recommended and lime is needed, use dolomitric lime.
Cu-I
copper index
ESP
exchangeable sodium percent
Fertilizer
HM%
percent humic matter
Recommendations for fleld crops or other large areas are listed separately for each nutrient to be added (in units of
K-1
potassium index
lb/acre unless otherwise specified). Recommendations for N (and sometimes for B) are based on research/field studies
K20
potash
for the crop being grown, not on soil test results. K-I and P-1 values are based on test results and should be > 50. If they
Mg%
% CEC occupied by magnesium
are not, follow the fertilizer recommendations given. If Mg is needed and no lime is recommended, 0-0-22 (11.5% Mg) is
MIN
mineral soil class
an excellent source; 175 to 250 lb per acre alone or in a fertilizer blend will usually satisfy crop needs, SS -I levels appear
Mn
manganese
only on reports for greenhouse soil or problem samples.
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH. C or Z
Mn-n- I
manganese index
in a ex
mineral-organicnese soil class
notations appear on the soil report, refer to $Note: Secondary Nutrients and Micronublents. In general, homeowners do not
N
nitrogen
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs; visit
Na
sodium
ncag r.govlagronomilpubs. htm.
NO3-N
nitrate nitrogen
ORG
organic soil class
Recommendations for smallareas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft. If you cannot find
pH
current soil pH
the exact fertilizer grade recommended on the report, visit www. ncagr._qov1aqronomi1bbjoart4.ht ind information that
P-1
phosphorus index
may help you choose a comparable alternate. For more information, read A Homeowner's Guide to Fe Kizer.
P206
phosphate
S-I
sulfur index
Test Results
SS-1
soluble salt index
WN
weight per volume
The first seven values [soil class, HM%, WN, CEC, BS%, Ac and pH] describe the soil and its degree of acidity. The
Zn-AI
Zn-I
zinc availability index
zinc index
remaining 16 [P-I, K-I, Ca%, Mg%, Mn-I, Mn-All, Mn-AI2, Zn-1, Zn-AI, Cu-I, S-I, SS -I, Na, ESP, SS -I, NO3-N (not routine)
available)] indicate levels of plant nutrients or other fertility measurement. Visit www.ncaar.aov/aoronomi/uvrst.htm

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
5 C 4c�
Facility Number: 31-26 v C) O unty: Duplin
Facility Name: Gilt Free Farms
Certified Operator Name: Pete Schmalbach Operator Number: 991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
14 19
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 10/7/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shelia Schmalbach
Facility Owner/Manager (print)
Phone: [phone]
Date: 10/6/2015
Facility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1 line m = 1362.8 lb PAN
2. Structure ID: Lagoon #2 line m = 1114.2 lb PAN
3. Structure ID:
line m =
-lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 2476.9 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
u. application window'
31-26
P3
small grain
6.28
50.00
314.0
10/1 to 3/31
31-26
P12
small grain
4.03
50.00
201.5
10/1 to 3/31
31-26
P13
small grain
5.35
50.00
267.5
10/1 to 3131
31-26
P1
small grain
1.46
50.00
73.0
10/1 to 3/31
31-26
P2
small grain
3.91
50.00
195.5
10/1 to 3/31
31-26
P7
small grain
2.92
50.00
146.0
10/1 to 3/31
31-26
P8
small grain
2.88
50.00
144.0
10/1 to 3/31
31-26
P4
small grain
5.76
50.00
288.0
10/1 to 3/31
31-26
P5
small grain
6.05
50.00
302.5
10/1 to 3131
31-26
P6
small grain
2.48
50.00
124.0
10/1 to 3/31
31-26
P9
small grain
4.50
50.00
225.0
10/1 to 3/31
31-26
P10
small grain
4.38
50.00
219.0
10/1 to 3/31
31-26
P11
small grain
3.851
50.00
192.5
10/1 to 3131
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column Q = 2692.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section ll) = 2476.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2692.5 lb. PAN
y. Overall PAN balance (w - x) _ -216 lb. PAN
PoA (30 Day) 2/21 /00

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 5.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ft2
e. line c/12 x line d x 7.48 gallonslft3 567135 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 232094.1 ft3
h. current herd # 7040 certified herd # 7040
actual waste produced = current herd # x line g = 232094 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daysiline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/1/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
0 fts
L._.. 99�400 ft3
413263 gallons
1.39 Ibs11000 gal.
1362.8 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 Lagoon #2
2. Current liquid volume in 25 yr./24 hr, storm storage & structural freeboard
a. current liquid level according to marker 19.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 8.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 113709 ft2
e. line c/12 x line d x 7.48 gallons,43 567029 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 116047.1 ft3
h. current herd # 2640 certified herd # 3520
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/1/2015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
87035 ft3
®ft3
105760 ft3
240352 gallons
1.38 lbs11000 gal.
1114.2 lbs. PAN
PoA (30 Day) 2/21/00

9LO11014qa
M
PLAN OF ACTION(Pea) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-26
County: Duplin
Facility Name: Gilt Free Farms
Certified Operator Name: Pete Schmalbach Operator Number:
991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in -the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 2
Spillway(Y or N): N N
Level(inches): 14 22
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
3/2113
I hereby certify that I have reviewed the Information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach Phone: [phone]
Facility Owner/Manager (print)
Date: 2128113
Facility Owner/Manager (signature)

I.I. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure 1D: Lagoon #1
line m =
2223.0 lb PAN
2. Structure ID: Lagoon #2
line m =
1407.0 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 3630.0 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PF-Rian_ n❑ NOT I .IST FIELDS TO WHICH PAN CANNOT RF APPLIED DARING THIS 21) DAY PFRIOD_
o. tract #
p field #
Crop.
r. acres
s. remaining IRR-2
PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
U. application window
31-26
P3
small grain
6.28
20.00
125.6
10/1 to 3/31
31-26 ,
P12
small qrain
4.03
25.0D
100.8
1011 to 3/31
31-26
p13
small grain
5.35
10/1 to 3131
31-26
P1
small grain
1.46
18.00
26.3
10/1 to 3/31
31-26
P2
small grain
3.91
10/1 to 3/31
31-26
P7
small arain
2.92
1011 to 3/31
31-26
P8
small grain
2.88
17.00
49.0
10/1 to 3/31
31-26
139
small grain
4.50
23.00
103.5
1011 to 3/31
31-26
P4
small grain
5.76
22:00
126.7
10/1 to 3/31
31-26
P6
small grain
2.48
25.00
62.0
10/1 to 3131
31-26
P10
small grain
4.38
15.00
65.7
10/1 to 3/31
31-26
P3
bermuda rass
6.281
325.00
2041.0
3/1 to 9/30
31-26
P12
bermuda rass
4.03
325.00
1309.8
3/1 to 9/30
'State current crop ending application date or next crop application beginning date Tor available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields {sum of column t) = 4010.3 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 3630.0 lb. PAN
x. Crop's remaining PAN balance (line v from section 1.11) = 4010.3 lb. PAN
y. Overall PAN balance (w - x) = -380 lb. PAN
PoA(30 Day) 2/21/00

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

V
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY -DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): I Lanoon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
19.5 inches
c. line b - line a (inches in red zone) =
5.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
165426 ft2
e. line c112 x line d x 7.48 gallons/ft'
567135 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
232094.1 fP
h, current herd # 6500 certified herd #1 7040
actual waste produced = current herd # x line g =
214291 fV
certified herd #
i. volume of wash water according to structural design
0 W
j. excess rainfall over evaporation according to design
99400 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f=
391069 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1122/13 2:32 Ibs11000 gal.
m. ((lines e + k)11000) x line 1= 2223.0 lbs. PAN
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121 /00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon #2
2. Current liquid -volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
22.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
27.0 inches
c. line b - line a (inches in red zone) =
5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
113709 fie
e, line c/12 x line d x 7.48 gallons/W
354393 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
11E047.1 ft'
h. current herd # 3250 certified herd #1 3520
actual waste produced = current herd # x line g =
107146 W
certified herd #
i, volume of wash water according to structural design
0 ft3
j. excess rainfall over evaporation according to design
105760 fe
k. (lines h + i + j) x 7.48 x 30 days/line f=
265423 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/22113 2.27 1bs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 1407.0 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

S
iL4
a C) � lb u L+11
M
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-26
County: Duplln
Facility Name: Gilt Free Farms
Certified Operator Name: Pete Schmalbach Operator Number:
991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID
Spillway(Y or N):
Level(inches):
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
14 22
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers; number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates for depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
1 /23/13
I hereby certify that I have reviewed the Information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information is
accurate and correct.
Sheila Schmalbach
Facility Owner/Manager (print)
Phone: [phone]
Date: 1/22/13
Facility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1
2. Structure ID: Lagoon #2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m = 789.0 lb PAN
line m = 667.9 lb PAN
line m = lb PAN
line m =
lb PAN
line m =
lb PAN
line m ="
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 1466.9 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPLIED DIMING THIS 3n DAY PFRIOn.
o. tract #
p, field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(lblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
31-26
P3
small grain
6.26
25.00
157.0
1011 to 3131
31-26
P12
small rain
4.03
30.00
120.9
1011 to 3131
31-26
P13
small rain
5.35
30.00
160.5
10/1 to 3/31
31-26
P1
small rain
1.46
30.00
43.8
10/1 to 3/31
31-26
P2
small rain
3.91
• 30.00
117.3
10/1 to 3/31
31-26
P4
small grain
5.76
30.00
172.8
1011 to 3131
31-26
P5
small grain
6.05
30.0&1
181.5
1011 to 3131
31-26
P6
small grain
2.48
30.00
74.4
10/1 to 3/31
31-26
P7
small grain
2.92
30.00
87.6
10/1 to 3/31
31-26
p8
small grain
2.88
30.00
86.4
10/1 to 3131
31-26
P9
small grain
4.50
30.00
135.0
10/1 to 3131
31-26
P10
small grain
4.38
30.00
131.4
1011 to 3/31
'state current crop enaing application pate or next crop application beginning date for available
receiving Crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1468.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1456.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) 1468.6 lb. PAN
y. Overall PAN balance (w - x) _ -12 lb. PAN
PoA (30 Day) 2/21/00

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul,
depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new
information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance
table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted facility, provide
information regarding the herd population and lagoon freeboard levels at the receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2121I00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifer (ID): La oon #1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr_124 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) 5.5 inches
d. top of dike surface.area according to design
(area at below structural freeboard elevation) 165426 ftz
e. line c112 x line d x 7.48 gallons/W 667135 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1801 days
g. volume of waste produced according to structural design 232094.1 Ift3
h. current herd # 5000 certified herd # 7040
actual waste produced = current herd # x line g = 164840 fV
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 99400 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 329419 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/24112 0.68 Ibs/1000 gal.
m. ((lines e + k)11000) x line I = 789.0 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID)-. Lanoon #2 _
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
22.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
27.0 inches
c. line b - line a (inches in red zone) =
5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
113709 ft�
e, line c112 x line d x 7.48 gallons/ft'
354393 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
116047.1 fP
h. current herd # 3500 certified herd # 3520
actual waste produced = current herd # x line g W
115388 fe ,
certified herd #
i. volume of wash water according to structural design
0 fe
j, excess rainfall over evaporation according to design
105760 W
k. (lines h + i + j) x 7.48 x 30 daysAine f= 275698 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/24/12 1.06 Ibs11000 gal.
m. ((lines e + k)/1000) x line 1= 667.9 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100

ao 17--) o I 5%>
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 31-26 County: Duplin T
Facility Name:
Gilt Free Farms
Certified Operator Name: Pete Schmalbach Operator Number: 991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 2
Spillway(Y or N): N N
Level(inches): 18 24
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X ^Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
7/1/13
hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information is
accurate and correct.
Shelia Schmalbach Phone: [phone]
Facility Owner/Manager (print)
Date: 6128/13
Facility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL. FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1
2. Structure ID: Lagoon #2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m =
1083.8 lb PAN
line m =
599.3 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n.lines I+2.+3+4+5+6= 1683.1lbPAN
III. TOTAL PAN BALANCE REMAINING FORAVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
a• remaining IRR-2
PAN balance
(Iblacxe)
t TOTAL PAN
BALANCE FOR
FIELD fibs.)
column r x e
u, application window
31-26
P3
bermudagrass
6.28
248.00
1557.4
3/1 to 9/30
31-26
P12
bermuda rass
4.03
277.00
1116.3
3/1 to 9130
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section III) _
y. Overall PAN balance (w - x) =
PoA (30 Day) 2121100
2673.8 Ib. PAN
1683.1 lb. PAN
2673.8 lb. PAN
-991 lb. PAN

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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentfier (ID):
La -goon #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yrJ24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 3.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ft?
e. line c/12 x line d x 7.48 gallons/W 360904 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 232094.1 fe
h. current herd # 5000 certified herd # 1 7040
actual waste produced = current herd # x line g = 154840 ft3
certified herd #
i. volume of wash water according to structural design -01 fP
j. excess rainfall over evaporation according to design 99400 ft3
k. (lines h + i + }) x 7.48 x 30 days/line f= 329419 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/2 1 1.57 Ibs/1000 gal.
rn. ((lines e + k)/1000) x line I = 1083.8 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
La oon #2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.01 inches
b. designed 26 yr./24 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 113709 If
e. line c/12 x line d x 7.48 gallons/IV 212636 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1 K01 days
g. volume'ofwaste produced according to structural design 116047.1 ft3
h, current herd # 2500 certified herd #1 3520
actual waste produced = current herd # x line g = 82420 ft'
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 105760 f6
k. (lines h + i + j) x 7.48 x 30 days/line f= 234598 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 2/26113 1.34 Ibs/1000 gal.
m. ((lines e + k)/1000)'x line 1= 599.3 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below
PoA (30 Day) 2/21/00
.d

NCDA&CS Agronomic Division Phone: [phone]
Website: www.rrcagr.gon(agronomif
Report No. FY13-W005344
-
Predictive
_
Client Gift Free Farms Advisor.
Attn: Pete Schmalbach
r
353 Blackmore Rd
WWarsaw.
Waste Report
Nc2a39a
-�
County. Duplin
�C
Links to HeIVUt Information
Sampled: Ftecefrred:0212312013
Campleted:02/2612013
Farm:
Sample Information
Nutrient and Other Measurements
Nidogen (N) (ppm) P (ppm)
K (ppm) Ca (ppm) M,q (van+)
S (ppm) Fe (ppm) Mn (ppm)
Zn (ppm) Cu (ppm) B (ppm) Na (ppm) C (ppm)
Sample ID. L1
Tota1.N 21.6
624 113 40.4
20.7 2.21 0.24
0.49 0.55 0.42 138
Waste Code: ALS
Description:
Total►yaldahl N 377 :.............................................---.------
Swine Lagoon Liq.
pH
DM (96) SS (10. stm)
EC (mS✓cm)
CCE (96) ALE(1000 gal.) C.N
inorganic N
NH4-N. 7.69
Comments.
NO--N
--------------------------------------------------------------------------------------------------------------------------
Organic N Ni (ppm)
Cd (ppm) Pb (ppm) Al (ppm)
Se (ppm) Li (ppm) As
(ppm) Cr (ppm) Co (ppm) Cl (ppm) Mo.(ppm)
Ursa
Estimate of Nutrients Available for First Crop (lb / 1000 gal.)
Other Elements (lb 11000 gal.)
Appf oWon Method
N P206 K20 Ca Mg
S Fe Mr: Zn
Cu a Mo
Cl Na Ni Cd Pb Al Se Li
Irrigation
1.57 0,29 5.09 0.66 0.24
0.12 0.01 T T
T T
1.15
Agronomist's Comments:
Aaron Pettit M12013 3:58 PM
North
Yr,
!!@A1CYY► t'mt F W1d Cnn�mksslon
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant fmm the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nuo ents and safeguard environmental quality.
- Steve Trader, Commissioner ofAgr'iculture,

NCDA&C5 Agronomic Division Phone: [phone] Website., www.neagingovIagronomi/ Report No. FY13-W005344
Gilt Free Farms _ Page 2 of 2
Sample Information
Nutrient and Other Measurements
Nitrogen (N) (ppm) P (ppm) K (ppm) Ca (ppm) Mq (ppm) S (ppm) Fe (ppm) Mn (ppm) Zn (ppm) Cu (ppm) B (ppm) Na (ppm) C (ppm)
Sample !D: L2
Waste Code: ALS
Total N 22.3 721 223 61.6 24.1 2.77 0.23 0.60 0.88 0.51 168
Description:
Total Kieldahl N 323 :...................................................................
Swine Lagoon Liq.
pH DM (%) SS (90-55/cm) EC (MS/CM) GCE (%) ALE(1000 gal.) C.N
Inorganic N
Comments:
NH4-N 7.65
NO3-/N
Organic N N! (ppm) Cd (ppm) Pb (ppm) Al (ppm) Se (ppm) Li (ppm) As (ppm) Cr (ppm) Co (ppm) Cl (ppm) Mo (ppm)
Urea
Estimate of Nutrients Available for First Crop (lb 11000 gal.) Other Elements (lb l 1000 gal.)
Applicagon McMod
N P20s K20 Ce Mg S Fe Mn Zn Cu B Ma Cl Na Nl Cd Pb . Al Se Li
Irrigation
1.34 0.30 5.77 1.30 0.36 0.14 0.02 T T 0.01 T 1.40
Understanding the Waste Report" - additional information: www.ncaar.coviaaronomi/odffilesluwaste.odf & www.ncaar.govlaaronomVp.dffileslwasteguide..pdf
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer application and
preventing environmental contamination. in reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are analyzed as received; all
other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of application you specify and reflect the
fad that only 40-60% of the nitrogen and 70-100% of other nutrients become available within one year of application. The remainder mayor may not ever become available.
" ppm = parts per million; S = siemens; mS = millisiemens; T = trace (<0-005 Iblunit); EC z a1wrical conductivity; CCE = calcium carbonate equivalence; ALE = agricultural lime
equivalence; pH = acidity or basicity; DM% = % dry matter [for semFsolid and solid waste samples, this value facilitates conversion of dry -basis concentrations (ppm) back to wet -basis
of original sample); C:N radio = carbownitrogen ratio.

ti
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-20 County: Duplin
Facility Name: Glit Free Farms
Certified Operator Name:
Pete Schmalbach
Operator Number:
991282
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
is 24
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tablos. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
7/1/13
I hereby certify that I have reviewed the information listed above and Included within the
attached Plan of Actlon, and to the best of my knowledge and ability, the information Is
accurate and correct.
Sheila Schmalbach Phone: [phone]
Facility Owner/Manager (print)
Date: 6/28/13
Facility Owner/Manager (signature)

1
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANUIOR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1
2. Structure ID: Lagoon #2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m = 1083.8 lb PAN
line m = 599.3 lb PAN
line m = lb PAN
line m =
lb PAN
tine m =
lb PAN
line m =
lb PAN
n.lineal +2.+3+4+5+6= 1683.1lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERinn- no NOT LIRT FIELOR TA WHICH PAN CANNnT RF APPLIEn nt1RINa THIS S0 DAY PFRIAD_
o. tract #
p. field #
q. crop
r. acres
a. remaining IRR-2
PAN balance
(Vacre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibe.)
column r x a
u. application windovO
31-26
P3
bermudaurass
6.28
248.00
1557.4
3/1 to 9/30
31-26
P12
bermuda rasa
4.03
277.00
1116.3
311 to 9/30
-State current crop enaing application sate or next crop application beginning sate Tor available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) s 2673.E lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w Total PAN to be land applied pine n from section 11)
x. Crop% remaining PAN balance (line v from section ill)
y. Overall PAN balance (w - x) =
POA (30 Day) 2/21 /00
1683.1 lb. PAN
2673.8 lb. PAN
-991 lb. PAN

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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentitier (ID):
La oon #1
2. Current liquid volume in 25 yr./24 hr. storm storage 8 structural freeboard
a. current liquid level according to marker 1t3.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 3.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 fly
e. line ell x line d x 7.48 gallonsW 360904 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 232094.1 tt
h. current herd # 5000 certified hens # ' 7040
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 2126113
m. ((lines e + k)/1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click an the next Structure tab shown below)
PoA (30 Day) 2/21/00
164840 lip
o tts
99400 fe
329419 gallons
1.57 Ibs/1000 gal.
'1083.8 lbs. PAN

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID):
oar #2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a current liquid level according to marker 24.0 inches
b. designed 25 yr 124 hr. storm $ structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) I 113709 fe
e. line c112 x line d x 7.48 gallonslif 212636 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1801days
g. volume of waste produced according to,structural design 116047.9 n-
h. current herd # 2500 certified herd #1 3620
actual waste produced = current herd # x line g = 82420 Its
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 105780 fe
k. (lines h + i + j) x 7.48 x 30 dayslline f= 234598 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 2/26113 1 Ibs/1000 gal.
m. ((lines e + k)I1000) x line I = 699.3 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

NCDA&CS Agronomic Division Phone: [phone]
Websft: www ncaw4PvlagronomJ Report No. FY13 VJD06344
-
Client Gilt Free Farms Advisor.
'
Predictive
Attn: Pete Schmalbach
353 Bladcmore Rd
Waste Report
, NC28398
DarrW
County.Llnks
to Helaful Information
T
sampled: R—hFed:0212312013
Completed: 2612013
Farm:
Sample Information
Nutrient and Other ilA mrwrtents
Nibagen (N) (ppm) P (ppm)
K (ppm) Ca (PPm) MQ (AWN
S (ppm) Fe (ppm) Mn (Ppm) Zn fwm) Cu (ppm) B (wm) Na (Ppm) C (PM)
Sample ID.- L1
TOW, N 21.6
624 113 40.4
20.7 2.21 0.24 0.49 0.55 0.42 138
Waste Code: ALS
Deserlpdw.,
Total Wdshl N 377 = ..............................
.................................................... ....... ................
Swine Lagoon Uq.
Inorganic N PH
DM (%) SS (10-6Skm)
BC (mSkm) CCE ('itb) ALE(1000 gal.) C:N
NH4-N. 7.69
Ccnunent
NOa-N
Organic N Nt (ppm)
Cd (mm) Pb (ppm) Al (AM)
Se (PPm) Li (pm) As (Own) Cr (PPm) Co Wm) Cl (ppm) MO (AM)
urea
EWmate of NuVwrds Available for First Crop (lb / 1000 gal.)
Other Elements (lb l 1000 gal.)
Application M$Mod
N P205 K20 Ca Mg
S Fe Mn Zn
Cu B Mo Ct Na M Cd Pb Al Se Li
Irrigation
1.57 029 5.00 0.66 0.24
0.12 0.01 T T
T T 1.15
Agronomists Comments:
Aaron Pettit 3/S2013 3:58 PM
north Carolina.
Tobxw Trust f 014 CeeaAfiss"
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
trough a grant from the North Carolina Toba= Trust Fund Commission.
Thank you for using agronomic services to manage nwients and safeguard environmenWl quality.
- Sieve 7}oxler, CommWioner ofAizrkdlture.

NCDA&C8 Agronomic Division Phase: (019) 7334M Wehsite: www.ncagr.govlagronomU ReportNO. FY134=05344
Gilt Free Farms Page 2 of 2
Sample Information
Nutrient and Other Measurements
Nitrogen (N) (PPrn) P (ppm) K (ppm) Ca (wm) Mq (wm) S (Ppm) Fe (ppm) Mn (ppm) Zn (ppm) Cu (ppm) B (Apra) Na (ppm) C.(PPm)
Sample !D: L2
IMasts Code: ALS
Total N 22.3 721 223 61.6 24.1 2.77 0.23 0.60 0.88 0.51 168
Desdfptfon:
Total Kjeldahl N 323 :.........-----•..........................••----------------------..............-.
Swine Lagoon Liq.
Inorganic N pH DM (%) SS (10-5Slcm) EC (mS cm) WE (96) A! E(1000 gal) C:N
NH4-N 7.65
NQ3 N
Organic N NY (ppm) Cd (opm) Pb (ppm) Al (ppm) Se (ppm) l.r (ppm) As (ppm) Cr (ppm) 00 (ppm) Cl (ppm) Mo (ppm)
tree
Estimate of Nutrients Available for First Crop (lb 11000 gal.) Other Elements (lb ! 1000 gal.)
AA90cBMw McMod
N P205 K20 Ca - Mg S Fe Mn Zn Cu B Mo a Na M Cd Pb . Al Se Li
Irrigation
1.34 0.30 5.77 1.30 0.36 0.14 0.02 T T 0.01 T 1.40
Understanding the Waste Report` - additional information: www.ncaor.00vJaa nomWodffifesluwastemdf & www.ncaar.00vlaaronomdpdffilealwastaggc ft.adf
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates, thereby supplementing or reducing fertilizer application and
preventing environmental contamination. In reading the Laboratory Results section, remember that materials with < 15% dry matter (generally liquids) are analyzed as received; all
other wastes are dried first. Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of application you specify and reflect the
fad that only 40-60% of the nitrogen and 70-100% of other nutrients become available within one year of application. The remainder may or may sat ever become available.
ppm a parts per million; 8 = siemens; mS = millislemens; T = trace (<0.005 Iblunit); EC = electrical conductivity; CCE = calcium carbonate equivalence; ALE = agricultural lime
equivalence; pH = acidity or basicity; DM% = % dry matter [for semi -solid and solid waste samples, this value facilitates aomrersion of dry -basis concentrations (ppm) back to wet -basis
of original sample]; C:N ratio a carbon:nitrogen ratio.

s�i1tJ�UU�
MAR U 9 202
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
B �,
Facility Number: 31-26 County: Dublin
Facility Name
Gilt Free Farms
Certified Operator Name
Pete Schmalbach
Operator Number:
991262
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/lD:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
18.5 26
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
316112
I hereby certify that i have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Sheila Schmalbach
: 1�T•TiT-3
Facility Owner/Manager (print)
� Date:
Facility Owner/Manager (signature)
910-293-4835

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon #1
line m =
722.9 lb PAN
2.
Structure ID: Lagoon #2
line m =
466.8 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1189.8lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
31-26
P3
small grain
6.28
14.00
87.9
1011 to 3/31
31-26
P12
small arain
4.03
18.00
72.5
10/1 to 3/31
31-26 -
P13
small grain
5.35
46.06
246.4
10/1 to 3/31
31-26
131
small grain
1.46
17.40
25.4
1011 to 3/31
31-26
P2
small grain
3.91
5.10
19.9
10/1 to 3/31
31-26
P4
small grain
5.76
11.90
68.5
1011 to 3/31
31-26
P5
small grain
6.05
16.60
100.4
10/1 to 3131
31-26
P6
small grain
2.48
36.40
90.3
10/1 to 3/31
31-26
P7
small grain
2.92
50.00
146.0
10/1 to 3/31
31-26
P8
small grain
2.88
33.10
95.3
10/1 to 3131
31-26
P9
small grain
4.50
32.60
146.7
10/1 to 3/31
31-26
P10
small grain
4.38
6.42
28.1
10/1 to 3/31
31-26
P11
small grain
3.85
5.82
22.4
10/1 to 3/31
31-26
P3
bermuda
6.28
325.00
2041.0
3/1 to 9/30
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 3191.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1189.8 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 3191.0 lb. PAN
y. Overall PAN balance (w - x) = -2001 lb. PAN
PoA (30 Day) 2/21100

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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT.ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
Lagoon #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.5 inches
b. designed 25 yr_/24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165426 ft2
e. line c112 x line d x 7.48 gallons/ft3 103116 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 232094.1 ft3
h. current herd # 7040 certified herd # 7040
actual waste produced = current herd# x line g =
certified herd #
i_ volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/13111
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
232094 W
ft3
99400 ft3
413263 gallons
1.40 Ibs/1000 gal.
722.9 Ibs. PAN
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
La goon #2
2. Current liquid volume in 25 yr124 hr. storm storage & structural freeboard
a. current liquid level according to marker 26.D inches
b. designed 25 yr./24 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d, top of dike surface area according to design
(area at below structural freeboard elevation) 113709 ftz
e. line c/12 x line d x 7.48 gallons/ft' 70879 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 116047.1 fe
h. current herd # 2640 certified herd #1 3520
actual waste produced = current herd # x line g = 87035'
certified herd #
i. volume of wash water according to structural design
j_ excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/13111
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
0 fe
105760 ft3
240352 gallons
1.50 Ibs/1000 gal_
466.8 lbs. PAN
PoA (30 Day) 2121100

\,
— ---------------------
HARVEY DIXIE
A*\ � a , � o 533 waRSAw rvc 28398
ox
[phone] Fax [phone]
Emergency Response 1-800-535-5053
or Vnda Huggins [phone]
Customer's
Order No. Date 8 20
Name t
Address
Phone:
SOLD BY CASH C.O.6_ CHARGE ON ACCT. MDSE. RETD. PAID OUT
DESCRJ PT I ON ..PRICE
r / •)
r
ff
1
I�
f
_ Ail claims and returned goods MUST he accompanied by this bill.
TAX
0029013 Received3Y
T©TAI.
eszae-z
ow
PRINTED IN U.S A. romevry

Pesticide Plan for Gilt Free Farms 2011 & 2012
- Summer 2011: Spray 2x/ 7 days apart with 1112 oz. of 2-4D/ Gal. Tank mixed with Cimmarron
Herbicide at the rate of 8oz.l tank. This is to kill broadleaf, grassy weeds, and Bahia
grass. Tiff and seed bare spots with Cheyenne Bermuda seed.
-Winter 2011: Broadcast 1000 lbs. of lime per acre.
P.H. is low for Bermuda.
Apply small grains for Winter crop at recommended rate.
-Early Spring 2012: Preemergence for weeds.
If a commercial fertilizer is needed, apply per permit regulations.
-Late Spring 2012: Spray 2-41) and Cimmarron to kill weeds for Summer weeds and Bahia grass.
-Pump all pulls. 2 pulls per hydrant and move to the next hydrant.
-Summer 2012: Spray for any weeds left, especially Bahia grass.
- Notes: Move sprigs from good areas to bad areas.
This work will be done by Pete Schmalbach (OIC) 30 years experience Pesticide Applicator
30 year experience and a degree in Turf Management, Agronomy, and Forestry.
Pete Schmalbach
7/13/11

.� }1a `.i ; , ., ` .,� a •-1� '`• -l.. .
►s- r.' -- - / Y - • i� - yr �^ ,tog d 5
Fir
yt�,r

'MCDENP.
North Carolina Department of Environment and Natural resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins. Dee Freeman
Governor. Director Secretary
April 20, 2011
Sheila Schmalbach
-Gilt Free Farms
353 Blackmore Rd
Warsaw, NC 28398
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS�100 b
Gilt Free Farms
Animal Waste Management System
Duplin County
Dear Sheila Schmalbach:
The Division of Water Quality (Division) received your sludge survey information on April 11,
2011 lagoon #2 at the above referenced facility. With the survey results, you requested an
extension of the sludge survey requirement for lagoon #2 at the Gilt Free Farms. Due to the
amount of treati=nt volume available, the Division agrees that a sludge survey is not needed
until 2014 for the lagoon #2. Please note that this extension is only valid for lagoon #2; any
other lagoons should have a sludge survey performed on the normal schedule, before December
31, 2011.
The next sludge survey for the 42 lagoon at Gilt Free Farms should be performed before
December 31, 2014. Thank you for your attention to this matter. Please call me at (919) 715-
6627 if you have any questions.
Izz C.
incere y,
APR 2 0 201t
Christine B. Lawson
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Permit File AWS310026
1636 Mail Service Center, Raleigh, No.lm Carolina 27699-1635
ocabop: 2728 Capita! Bivb , Raieic % Ncat) Carolina 275Qu
Phone: [phone] i =: X 919-715- 5891 Custcmar Service: 1-S77-J2: =74b
fntemet: wvn:,.ncwatercuality.org
One
N orth Carolina
/lrl1,�
r:: = jai 0c:1Gnuriiv -,'-tarrmve Artier, = glove

APR-07-2011 02:23PM FROM- + . T-365 P.001 F-789
r 1
Duplin Counly Center
North Carolina Cooperati++e Exlenslon Service
College of Agriculture and Lire Sciences
P.O. Box 949
Kenansville, NC 28349
[phone] FAX [phone]
To: ^^-'Y\a� 1C� Yus From:
Fay " t �— �� zDC�y
Phone: plate:
Re:
CC,
I - c )E:JvU:D
BY:
APR 0 7 2011
The information contained in this facsimile message is confidential and privileged information intended
only for the use of the individual or entity named above. If the reader of this message is not the intended
recipient, you are hereby notified that any dissemination, distribution or copy of this information is stdclly
prohibited. if you have received this communication in error, please notify us by telephone and.return
the original message to us at the above address via the U.S. Postal Service_
Thank you.

APR-0,1-2011 02:23PM FROW + T-365 P.002 F-T89
e
PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: 3 i -21a County: Pcc,p rn _
Facility Name: Or E + Red _ey f�,4 M 5 _
Certified Operator Name: f+1t 6c*?ma116a c1 _Operator #: PrVJA 9'71?(,0 2- T,
"Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon 1
Lagoon 2
Lagoon 3
Lagoon 4
Lagoon oon 5
Lagoon 6
a. Lagoon Name/ Identifier
b. Total Sludge Depth (ft)
4 ,
c. Sludge Depth to be
ptpPM)(
Removed for Compliance
ft
C
d. Sludge Volume to be
-A4ppy-b i .
Removed (gallons)
11216, toSlp
e. Sludge PAN
(lbs/1000 gal)
f. Liquid PAN
(lbs/1000 gal)
g. PAN of Sludge (lbs)
ikpQrcX ,
(d x e)/1000
a CPkt FAM/
Iwo
10i
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge surrey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

APRIT-2011 02:23PM FROW + T-365 P.003/007 F-789
NARRATIVE*: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
I � � I -+o
kd �� +-b n e� bi) era p tay-) d . F, 0.n
� 1 o? , I u l:": IAA N a 'aepti1d� OtCY'\
CrDP P W) n ++�� I-D re- se y v e-, 0-pp rox 1 ofxoJe.
Xa4 QC-fes ft-v nL'�-Cn t a -PP l ± c0-tici-YN .
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the Information is accurate and
correct. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey Indicating non-compliance.
Sludge Survey Date:
Facility Owner/Manager (print)
Compliance Due Date: I— ag_ a D 13
Phone: 9 I o - 29 3^ W935
Date:
Facility Owner/Manager (signature)
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

APR-07-2011 02:23PM FROW + T-365 P.004/007 F-799
I. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ identification Number 31-26 j�c l'��Yl
B. Lagoon Identification 1 & It �'2 FC�-frnS a w r
C. Person(s) Taking Measurements Amanda Hatcher - Adam Kennedy
D. Date of Measurement 1 /28/11
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Disk on a rope
b. Distance from the lagoon liquid surface to the bottom (soil} of the lagoon.
Average depth from lagoon design
c. Thickness of the sludge layer if making a direct measurement with "care sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank). 3.91 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a_ Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. 3.91 acres x 6 = 24, with maximum of 24.
(Using sketch and dimensions. develop a uniform grill that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheer' (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum liquid Level to the Present Liquid
Lever (measure at the lagoon gauge pole): 0.2
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.7
(use lagoon management plan or other lagoon records)
K. Determine the distance From the Maximum Liquid to the Minimum Liquid level: 2.2
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 2.0
(Item K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) i 9.1
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.9
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.2
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.9
Q. N Item O is greater than Item P. proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P. you do not have to determine volumes.
Completed by: �1��o2n1(GG'a�/�3 Date:
Print Name /Signature NCo Sr- D L4-Pi i ., Ct>t _i'L+i-1 Cyr.

APR-07-2011 02:24PM FROM- + T-365 P.005/007 F-789
Appvnciix 2, Sludge Survey Data Sheet" Revised August 2008
Lagoon Identification _ # Lit i� Fee, F�-f rv-As
Completed by: _ Date:
Print Name Signature
%uc
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of slud a
to lagoon bottom soil
Ft. & in_
Ft, tenths
Ft. B in.
Ft. tenths
Ft. & in.
Ft. tenths
1
5.4
9.1
3.7
2
5.2
9.1
3.9
3
5.0
9.1
4.1
4
5.8
9.1
3.3
5
5.5
9.1
3.6
6
4.5
9.1
4.6
7
5.0
9.1
4.1
8
5.5
9.1
3.6
9
5.5
9.1
3.6
10
5.0
9.1
4,1
11
5.0
9.1
4.1
12
5.8
9.1
3.3
13
4.5
9.1
4.6
14
4.0
9.1
5.1
15
3.9
9.1
5.2
16
4.3
9,1
4.8
17
6.0
9.1
3.1
18
6.5
9.1
2.6
19
4.4
9.1
4.7
20
4.5
9.1
4.6
21
3.8
9.1
5.3
22
3.8
9.1
5.3
23
3.8
9.1
5.3
24
4.5
9.1
4.6
Number of points with readings
24.0
X X
24.0
X X
24.0
Average of
points
X X
4.8833333
X X
9.08
X X
4.196666667
At pump
3.8
X X X X X X
intake
'Ali Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet

APR-07-2011 02:24PM FROM- + T-365 P.O06A07 F-789
Appendix 3. Vljorksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape_ For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (f)
2.5
ft.
4.2
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
it_
11.0
3. Slope = horizontal/ vertical side slope (S)
3
3.0
4. Length at the tap of inside bank (L)
457
ft.
480.0
5. Width at top inside slope (w)
229
ft.
355.D
6. Length at midpoint of sludge layer L,= L-2S(D-(T/2))
398.5
ft.
426.6
7. Width at midpoint of sludge layer W„=1N-2S(D-(T/2))
170.6
ft.
301.6
8. Volume of sludge (Vs) Vs=L, W, T
169,860
fe
540,383
9. Volume in gallons: V%=V`7.5 gal./fe.
1,273,950
gal_
4,052.871
10. Thickness of existing liquid tart. zone'(Y)
3.5
ft
2.9
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.1
12. Length at midpoint of total trot. zone L,,= L-2(S)(D-(Zr2)
409
ft.
435.3
13. Width at midpoint of total tmt. Zone Wt = 1rW-2(8)(D-(M)
161
ft.
310.3
14. Volume of total treatment zone (Vz) Vz = L= WrZ
444,174
fe
959,022
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.56
If the ratio R exceeds 0.60, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action. .
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both"the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = SB,00D fe, them R = (169,860 - 85,000) / (444,174 - 85,000) = 84,860 / 359,174 = 0.24.
16. Design sludge storage volume (DSSV)
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume
85,000
n
D_ 24 0.66
a

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JAN-18-2011 04:01PM FROM- + T-243 P.001 F-598
©uplin County Center
Norm Carolina Cooperative Ezlemlor, Service
. , F s College of Agriculture anO LA Sciences
P.O. BOX 949
Kenansville, NC 26349
[phone] FAX [phone]
To: &" 6neS from: r ' ► ■ � &, Ha,+chev' r
Fax. Clio- -: dO— aCDOL4 Pages: 9 I )+Z
Phone:
Re:
Date:
CC:
Fr-ee k--4'-m s .
0, Pop +Z� oL-+
JAN 3 1 2011
The information contained in this facsimile message is confidential and privileged information intended
only for the use of the individual or enfity named above. 0 the reader of this message is not the intended
recipient, you are hereby notified that any dissemination, distribution or copy of this information is strictly
prohibited. If you have received this communication in error, please notify us by telephone and return
the original message to us at the above address via the U.S. Postal Service.
Thank you.

JAN-28-2011 04:01Pt1 FROW +
Appendbc 1. Lagoon Sludge Survey Form Revised August 2008
T-243 P.002 F-598
A. Farm Permit or DWQ Identification Number 31-26
.
B. Lagoon Idenfrftcation Lagoon 2 Gilt Free Farms
C. Person(s) Taking Measurements Amanda Hatcher Adam Kennedy
D. Date of Measurement 1/28/11
E. Methods/Devices Used For Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer,
Disk on a rooe
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Averarae deoth from lagoon desion
c, Thickness of the sludge layer If making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 2.72 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. 2.17 acres x 6 = 13 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that hag the some number of Intersections as the
estimated number of sampling points needed. Number the intersection polnts on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2)_ Also. at the
location of the pump intake, tape measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 fL when Irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.2
J. Determine the distance from the top of bank to the Maximum Liquid Level 2.7
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 3.1
(use lagoon management plan or other lagoon records)
L Calculate the distance from the present liquid surface level to the Minimum Liquid Level 2.8
(item K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 10.7
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 0.8
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer. 1.9
P Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 6.0
Q. If Item O Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O Is equal to or less than Item P, you do not have to determine volumes.
Completed by: ( q /0- i (o -� / �3 Date: ^�� //
Pn''nt Name ISi nature ACCES--l]IL.Lpr n Cd C-,fY
j) S WG

JAN-20-2011 04:01PM FROM -
Appendix 2. Sludge Surrey Data Sheer Revised August 2008
T-243 P.003 F-598
Lagoon Identification + X (7 E+ 4;,�e c �? frriS
Completed by:
Print Name
Signature
Date: 1~ 2 J7- 11
(A)
($)
(C)
{C)-(13)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of slud a
to lagoon battom soil)
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft, tenths
1
8.2
10.7
2.5
2
9.0
10.7
1.7
3
10.2
10.7
0.5
4
9.5
10.7
1.2
5
7.1
10.7
3.6
6
10.0
10.7
0.7
7
8.0
10.7
2.7
8
10.0
10.7
0.7
9
8.2
10.7
2.5
10
8.0
10.7
2.7
11
9.5
10.7
1.2
12
9.3
10.7
1.4
13
8.0
10.7
2.7
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of pDints with readings
13.0
X X
13.0
X X
13.0
Average of
Dints
X X
8.8461538
X X
10.7
X X
1.85380154
At pump
I t
8
X X X X X X
intake
I
`All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

JAN-28-2011 04:O1PIl FROM- + T-243 P.004/009 F-598
Appendix 3. Woriksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from fhe information on the Lagoon Sludge Survey Form ( Items 0 and R respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
1.9
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
13.6
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
365.0
5. Width at top inside slope (Wj
229
ft.
325.0
B. Length at midpoint of sludge layer LR, = L-2S(D-(T/2))
398.5
ft.
288.8
7. Width at midpoint of sludge layer Wm= W-29(0-CT/2))
170.5
ft.
246.8
B. Volume of sludge (Vs) Vs=Lm W,, T
169,800
fe
132,959
9. Volume in gallons: Vs.=V'7.5 galift'.
1,273.950
gal.
997,190
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
6.0
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.8
12. Length at midpoint of total tmt. zone L,= L-2(S)(D-(Z/2)
409
ft.
306.7
13. Width at midpoint of total tmt. Zone Wt = W-2(S)(D-(U2)
181
ft.
266.7
14. Volume of total treatment zone (Vz) Vz = L W=Z
444,174
ft'
639,831
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz 0.38 021
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume `
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85.000 fe, then R = (169,860 - 85.000) / (444.174 - 85,000) = 84.880 / 359,174 = 0.24.
16_ Design sludge storage volume (DSSV) 85,000 0
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 021
O�1PP `� eZ S'�

JAN-28-2011 04:02Pµ FROW +
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
T-243 P-006/009 F-596
A. Farm Permit or DVVQ Identification Number 31-26
B. Lagoon Identification 1 & 1f fire1- R7,-L�rnS
C. Person(s) Taking Measurements Amanda Hatcher Adam Kennedy_
D. Date of Measurement 1/28/11
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Disk on a rope
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Averatle depth from lagoon design
c. Thickness of the sludge layer if making a direct measurement with 'core sampler".
.t'D) OY11n
F. Lagoon Surface Area (using dimensions at inside top of bank): 3.91 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points.
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. 3.91 acres x 6 = 24, with maximum of 24_
(Using sketch and dimensions, develop a uniform grid That has the some number of Intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that date
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2)_ Also, at the
location of the pump Intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Date Sheet (last row); this must be at least 2.8 ft. when irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
O, Record from the Sludge Survey Data Sheet the average thickness of the sludge layer.
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item I-):
Q. if Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item p you do not have to determine volumes. l
Completed by: I- q143 Date: I� r
0.2
1.7
2.2
2.0
9.1
4.9
4.2
2.9
>rint Name /Signature NCC S- D i.-Lp1 i ^ CDL4-rx -� 4-r-.

!AN-28-2011 04:02PM FROM -
Appendix 2. Sludge Survey Data Sheet` Revised August 2008
T-243 P,007/009 F-598
Lagoon Identification - -
Completed by: Ou���Z�&AA Date:
Print Name 6L" Signature
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No_
to too of slud a
to lagoon bottom soil
Ft_ & in.
Ft. tenths
Ft. & in.
Ft. enths
Ft. & in.
Ft. tenths
1
5.4
9.1
3.7
2
5.2
9.1
3.9
3
5.0
9.1
4.1
4
5.8
9.1
3.3
5
5.5
9.1
3.6
6
4.5
9.1
4.6
7
5.0
9.1
4.1
8
5.5
9.1
3.6
9
5.5
9.1
3.6
10
5.0
9.1
4.1
11
5.0
9.1
4.1
12
5.8
9.1
3.3
13
4.5
9.1
4.6
14
4.0
9.1
5.1
15
3.9
9.1
5.2
16
4.3
9.1
4.8
17
B_O
9.1
3.1
18
8.5
9.1
2.6
19
4.4
9.1
4.7
20
4.5
9.1
4.6
21
3.8
9.1
5.3
22
3.8
9.1
5.3
23
3.6
9.1
5.3
24
4.5
9.1
4.6
Number of pDints with readings
24.0
X X
24.0
X X
24.0
Average of
41nts
X X
4.8833333
X X
9.08
X X
4.19WW967
At pump
3.8
X X X X X X
intake
`All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

JAN-28-2011 04:021'I1 FRO*- + T-243 P.008/009 F-598
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. N the lagoon has a designed sludge storage volume.
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume In the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For Irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations- may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.6
ft.
4.2
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.0
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
460.0
5. Width at top inside slope (W)
229
ft.
355.0
6. Length at midpoint of sludge layer I, = L-2S(D-(T/2))
398.5
ft.
426.6
7. Width at midpoint of sludge layer W,,,= W-2S(D-(T/2))
170.5
ft.
301.6
B. Volume of sludge (Vs) Vs=L- W, T
169,860
fe
540,383
9. Volume in gallons: Vs,=V'7.5 gal./fta.
1,273.950
gal.
4,052,871
10. Thickness of existing liquid trot. zone (Y)
3.5
ft
2.9
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.1
12. Length at midpoint of total trnt. zone L,= L 2(S)(1 -(Z/2)
409
ft.
435.3
13. Width at midpoint of total tmt. Zone W. = W-2(S)(D-CM)
181
ft.
310.3
14. Volume of total treatment zone (Vz) Vz = Lr WtZ
444,174
fe
959.022
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R :% VsNz
0.38
0.56
If the ratio R exceeds 0.50. than a sludge Flan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (OSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 W, then R = (169.860 - 85.000) / (444,174 - 85.000) = 84,860 / 359,174 = 0.24.
16. Design sludge storage volume (DSSV)
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume
85.000 0
0.24 0.56
U
a
Ply" D��-�.

Steven W. Troxler North Carolina Department of Agriculture Dr. Colleen Hudak -Wise
Commissioner and Consumer Services Director
Agronomic Division
Amanda Gaines J U LL2 NCDENR-DWQ
127 Cardinal Drive Extension Wilmington, NC 28405
July 25, 2011
Dear Amanda,
Here is a summary of my opinions of the crop management issues on the Duplin County
swine operations we visited on June 14 of this year.
�Schmalbach Farm (31-26), Warsaw NC. The berm udagrass.was under competitive stress
from annual ryegrass, which, presumably, had been oversown as the winter annual receiving
crop in the rotation. The ryegrass was fully headed and senescent, and in many areas badly
lodged, making it problematic to cleanly harvest, and also potentially shedding much seed that
may germinate in the fall. There was bermudagrass in many places beneath this cover, but it
was apparent that the stand was being adversely affected by the competition. In some of the
most badly lodged spots, there did not appear to be any recoverable stand of bermudagrass
remaining, but the assessment was difficult due to the cover. Only after this material is removed
would we be able to more clearly determine what areas needed to have the bermudagrass
reestablished.
I recommended the immediate harvest of the winter annual cover and frequent harvesting of the
bermudagrass over the course of the summer to allow the stand to thicken and recover.
Harvesting at four week intervals would be essential to promote stolon growth and thickening of
the stand, and would also help manage the inevitable flush of competitive summer annual
grasses such as crabgrass and goosegrass. The use of metsulfuron (Ally, Cimmarron) herbicide
would have helped suppress the ryegrass after the initial harvest in April, but in this case it was
not clear that any harvest had yet been made. I adviseagainst using ryegrass to overseed
sprayfelds and against waiting so far into the growing season to remove the winter crop. The
combination of those practices has the potential to destroy entire stands of bermudagrass.
Nethercutt Farm (31-82), Beulaville, NC. This farm had sprayfields with moderate to good
stands of bermudagrass, but some issues with wetness especially on the field just below the
1040 Mail Service Center, Raleigh, North Carolina 27699-1D40
[phone] 0 Fax [phone]
TTY:1-800-735-2962 Voice:1-877-735-8200
An Equal Opportunity Affirmative Action Employer

facility. The soil had the potential to drain well, texturally, but there were uneven surface
conditions and no real ditching to allow subsurface outflow. Subsequently, and not
unexpectedly, the bermudagrass in the wetter areas appeared to be predominantly common
bermudagrass; I would not expect hybrids to be able to withstand the wet conditions during the
winters on that landscape position, when the water table could be quite high for prolonged
periods. The solution of course would be ditching along the field perimeters but that could lead
to reduced wettable acreage due to setback requirements, and there must also be adequate
slope to move the water offsite. The more practical answer is probably to evaluate the
application rates and adjust if needed to the lower common bermudagrass rates. The back field,
the largest field, appeared to have adequate hybrid bermudagrass surviving.
Lynn Tew Farm (31-522) near Wallace, NC. We walked the sprayfields here and determined
there was little if any surviving bermudagrass in the fields designated as bermudagrass. There
was an adequate stand of tall fescue in one field that could be salvaged and restored. For the.
bermudagrass fields, I advised against attempting to reestablish bermudagrass during the heat
and drought conditions; the preferred time to resprig would be late winter around March 1. 1
suggested an interim summer crop and we discussed using either soybeans or millet. If the
facility that had been demolished was not rebuilt right away, an evaluation could be made by the
technical specialist as to whether bermudagrass was resown at all, or whether annual crops
were rotated on the land instead.
If you have any further questions, Amanda, please call and I can clarify the remedial
recommendations.
Sinc rely,
Tim Hall
Regional Agronomist
NCDA&CS
910-324-9924

Nutrient Management Plan For Animal Waste Utilization
03-24-2010
This plan has been prepared for:
Gilt Free Farms
Shelia Schmalhach
Warsaw, NC
This plan has been developed by:
Carl Dunn
1�71�'IM ?�. '
943 Washington Sq Mall
Washington, NC 27889
252-946-6481
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
� • S 3 -Ub
Signature (owner) Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
r+
"Y r� 1 1--
Plan Approved By:
Technical Specialist Signature
3 --24 0
Date
-- -- --------------------
477349 Database Version 3.1 Date Printed: 03-24-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 9,789,120 gals/year by a 10,560
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
22546
Incorporated
38721
Injected
42642
Irrigated
24507
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
24,507
25069
-562
10,013,487
-224,367
- -------------------- ----- -------- --- ----------------- ------ ----- -- -- --- --- ------ --- --- -- e- ------------------------------------------------------
Max. In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
477349 Database Version 3.1 Date Printed: 03-24-2010 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
OF
1
1.46
1.46
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
10
4.38
4.38
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
OF
11
3.85
3.85
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
12
4.03
4.03
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
OF
13
5.35
5.35
NIA
jNorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
OF
2
3.91
3.91
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
3
6-28
6.28
N/A
lNorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
4
5.761
5.76
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass. Hay
6.5 Tons
OF
5
6.05
6.05
NIA lNorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
OF
6
2.481
2.48
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
7
2.92
2.92
NIA INorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
8
2.881
2.88
NIA
Norfolk
Small Grain Overseed
1.0 Tons
I.
Hybrid Bermudagrass Hay
6.5 Tons
GF
9
4.50
4.50
NIA INorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
HW
18.00
13.00
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 71.85 66.85
477349 Database Version 3.1 Date Printed 3/24/2010
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<— 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Til 1 (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
477349 Database Version 3,1 Date Printed 3/24/2010
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs1A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(IbslA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
OF
1
87
Norfolk
1,46
1.46
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
29.16
0.00
OF
I
S7
Norfolk
1.46
1.46
Hybrid Bermudagrass Hay
6,5 Tons
3/1-9130
*325
0
0
Irrig.
325
129.82
0.00
189.54
0.00
OF
10
S7
Norfolk
4.38
4.38
Small Grain Overseed
L0 Tons
10/1-3/3I
50
0
0
Irrig.
50
19.97
0.00
87.48
0.0
OF
l0
S7
Norfolk
4.38
4.38
Hybrid Bermudagrass Flay
6.5 Tons
3/1-9/30
*325
0
0
Irrig,
325
129.82
0,00
568.60
0.00
OF
11
S7
Norfolk
3.85
3.85
Small Grain Overseed
1.0 Tons
10l1-3/31
50
0
0
Irrig.
50
19.97
0.00
76.89
0.00
OF
I
S7
Norfolk
3.85
3.85
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
*325
0
0
Irrig.
325
129.82
0.00
499.801
0.00
OF
12 1
S7
Norfolk
4.03
4.03
Small Grain Overseed
1.0 Tons
10/I-3131
50
0
0
Irrig.
50
19.97
0.00
80.49
0.00
OF
12
S7
Norfolk
4.03
4.03
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.00
523.I7
0.00
OF
13
S7
Norfolk
5.35
5.35
Small Grain Overseed
LO Tons
10/1-3/31
50
0
0
[frig.
50
19.97
0.00
106.85
0.00
OF
13
S7
Norfolk
5.35
5.35
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.00
694.53
0.00
OF
2
S7
Norfolk
3.91
3.91
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
78.09
0.06
OF
2
S7
Norfolk
3.91
3.91
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.00
507.59
0.00
OF
3
S7
Norfolk
6.28
6.28
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
125.42
0.00
OF
3
S7
Norfolk
6.28
6.28
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
*325
0
0
Irrig.
325
129.82
0.00
815.26
0.00
OF
4
S7
Norfolk
5.76
5.76
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
115.04
0.00
OF
FT]
S7
Norfolk
5.76
5.76
Hybrid Bermudagrass Hay
6.5 Tons
3/1.9/30
*325
0
0
Irrig.
325
129.82
0.00
747.75
0.0
0
477349 Database Version 3.1 Date Printed: 3/24/2010 WUT Page 1 of 2

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apphc.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs1A)
Comm
Fen.
Nutrient
Applied
(lbs/A)
Res,
(1bs/A)
AppGc.
Method
Manure
PA
Nutrient
Applied
(IbslA)
Liquid
ManuieA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
GF
5
S7
Norfolk
6.05
6.05
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
120.83
0.00
GF
5
S7
Norfolk
6.05
6.05
Hybrid Bermudagrass Hay
6.5 Tons
311-9130
*325
0
0
Irrig.
325
129.82
0.00
785.40
0.00
GF
6
S7
Norfolk
2.48
2.48
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
49.53
0.00
GF
6
S7
Norfolk
2.48
2.48
Hybrid Bermudagrass Hay
6.5 Tons
3/1.9/30
*325
0
0
Irrig.
325
129.82
0.00
321.95
0.00
GF
7
S7
Norfolk
2.92
2.92
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
59.32
0.00
GF
7
S7
Norfolk
2.92
2.92
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
'325
0
0
Irrig.
325
129-821
0,00
379,07
0.0
GF
8
S7
Norfolk
2.88
2.88
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.0
57.52
0.00
GF
8
S7
Norfolk
2.88
2.88
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
*325
0
0
Irrig,
325
129,82
0.00
373.88
0.00
GF
9
S7
Norfolk
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
89.87
0.00
GF
9
37
Norfolk
4.50
4.50
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9f30
•325
0
0
Irrig,
325
129,82
0.00
584.18
0.0
OF
S7
Norfolk
18.00
13.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.0
259.64
0.00
GF
tHWJ
S7
Norfolk
18.00
13.00
Hybrid Bermudagrass Hay
6.5 Tons
311-9130
*325
0
0
Irrig.
325
129.82
0.00
1,687.64
0.00
Total Applied,
1000 gallons
10,013.49
°,,
Total Produced, 1000 gallons
9,789.12
Balance, 1000 gallons
-224.37
'
Total Applied, tons
s. ,r'','+; ;'
0.00
Total Produced, tons:
a "; ;:
0.00
Balance, tons
"';:= •:"; °f
D.00
Notes: 1. In the tract column, - symboi means leased,'otherwise, owned. 2. Symbol * means user entered data.
477349 Database Version 3.1 Date Printed: 3/2412010 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to -
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
GF
1
Norfolk
0.50
1.0
GF
10
Norfolk
0.50
1.0
GF
11
Norfolk
0.50
1.0
GF
12
Noifolk
0.50
1.0
GF
13
Norfolk
0.50
1.0
GF
2
Norfolk
0.50
1.0
GF
3
Norfolk
0.50
1.0
GF
4
Norfolk
0.50
1.0
GF
5
Norfolk
0.50
1.0
GF
6
Norfolk
0.50
1.0
GF
7
Norfolk
0.50
1.0
GF
8
Norfolk
0.50
1.0
GF
9
Norfolk
0-50
1.0
GF
HW
Norfolk
0.50
1.0
477349 Database Version 3. I Date Printed 3/24/2010 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high; application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should -be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
132.38
264.77
397.15
Hay 6 ton R.Y.E.
300
26.32
66.19
132.38
198.58
Soybean 40 ba
160
14.04
124.11
248.22
372.33
--------------------- -----------------------------------------------------------------------------------------------------------------------------------------------------------
477349 Database Version 3.1 Date Printed: 03-24-2010 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora e CaDacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
53
1
2
37
1
3
67
1
4
86
1
5
104
1
6
123
1
7
141
1
8
159
1
9
161
1
10
142
1
11
124
1
12
93
* Available Storage Capacity is calculated as of the end of each month.
--- ----- ------------------
477349 Database Version 3.1 Date Printed: 03-24-2010 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,.
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must -be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
------------------------------------------------------------------------------------------------------------------- --------------------------------------------
477349 Database Version 3.1 Date Printed: 3/24/2010 . Specification Page 1

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 and flies. -
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste 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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
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.
------------------ ---------------------------------------------------------------------------------------------------------------------------------------
477349 Database Version 3.1 Date Printed: 3/24/20 10 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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.
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.
IS. 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 of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste.
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
477349 Database Version 3.1 Date Printed: 3/24/20 10 , Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
.. - -- ------------ -- --
477349 Database Version 3.1 Date Printed: 3/24/2010 Specification Page 4

+ . .
Crop Notes
The following crop note applies to field(s): 1, 10, H, 12, 13, 2, 3, 4, 5, 6, 7, 8, 9, HW
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 10, 11, 12, 13, 2, 3, 4, 5, 6, 7, 8, 9, HW
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
-- -- ------------------------------------------
477349 Database Version 3.1 Date Printed: 03-24-2010 Crop Note Page I of i

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Gilt Free Farms
Shelia Schmalbach
Warsaw, NC
03-24-2010
This plan has been developed by:
Carl Dunn
DSWC WaRD
943 Washington Sq Mall
Washington, NC 27889
252-946-6481
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
- . -------------------------------------------------------------- ------------ ----------------------------------------------
477349 Database Version 3. l Date Printed: 03-24-2010 Cover P--e 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 9,789,120 gals/year by a 10,560
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
22546
Incorporated
38721
Injected
42642
Irrigated
24507
Max. Avail-
PAN.(Ibs) �.
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
24,507
25069
-562
10,013,487
-224,367
------------------ ----- --------------- -- -- ----- --- -- --- --------------
Note: i source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
477349 Database Version 3.1 Date Printed: 03-24-2010 Source Page 1 of 1

Li
Potential LeacMng
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone
>� 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned, Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
477349 Database Version 3.1 Date Printed 3/24/2010
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The table shown below provides a summary of crops or rotations included in this plan for each field. Realistic
-Yield estimates are also provided for each crop in the plan- In addition, the Leaching Index for each field is shown,
.� where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil. Series
Crop Sequence
RYE
GF
1
1 A6
1.46
NIA
orfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
10
4.38
4.38
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
11
3.85
3.95
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
12
4.03
4.03
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
13
5.35
5.35
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
2
3.91
3.91
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
3
6.28
6.28
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
OF
4
5.76
5.76
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6-5 Tons
GF
5
6.05
6.05
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
6
2.48
2.48
NIA iNorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
7
2.92
2.92
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6-5 Tons
GF
8
2.88
2.88
NIA
Norfolk
Small Grain Overseed
1-0 Tons
Hybrid Bermudagrass May
6.5 Tons
GF
9
4.50
4.50
NIA
Norfolk
Small Grain Overseed
1.0 "Eons
Hybrid Bermudagrass Hay
6.5 Tons
GF
Hw
18.00
13.00
NIA lNorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 71-85 66.85
477349 Database Version 3.1 Date Printed 3/24/2010
PCs Page 1 of 2
NOTE: Symbol * means user entered data-

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requ irements;
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table -4z- Year 1 -4- . -
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
App5c.
Period
Nitrogen
PA
Nutrient
Req'd
(1bs/A)
Comm
Fert.
Nulrienl
Applied
(lbs/A)
Rcs,
(Ibs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied i
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied,
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
OF
1
S7
Norfolk
1.46
1.46
Small Grain Overseed
L0Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
29.16
0,0
OF
I
S7
Norfolk
1.46
1.46
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.00
189.54
0,00
OF
10
S7
Norfolk
4.38
4.38
Small Grain Overseed
1.0 Tons
1011-3/31
So
0
0
Irrig.
50
19.97
0.00
87.48
0.00
OF
10
S7
Norfolk
4.38
4.38
Hybrid Bermudagrass 1-lay
6.5 Tons
3/1.9/30
*325
0
0
Irrig,
325
129.82
0.00
568.60
0.00
OF
I l
S?
Norfolk
3.85
3.85
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19,97
0.00
76.89
0.00
OF
1 l
S7
Norfolk
3.85
3.85
Hybrid Bermudagrass Hay
6.5 Tons
3/1.9/30
*325
0
0
Irrig.
325
129.82
0.00
499.80
0.00
GF
12
S7
Norfolk
4.03
4.03
Small Grain Overseed
1.0 Tons
10/1-3/31
.50
0
0
Irrig.
50
19.97
0.001
80.49
0.00
OF
12
57
Norfolk
4.03
4.03
Hybrid Bermudagrass Flay
6.5 Tons
3/1.9/30
*325
0
0
Irrig.
325
129,82
0.00
523.17
0'0
OF
13
S7
Norfolk
5.35
5.35
Small Grain Overseed
L0 Tons
10/1.3/31
50
0
0
Irrig,
50
19.97
0.00
106.85
0.00
OF
13
S7
Norfolk
5.35
5.35
Hybrid Bermudagrass Flay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0,00
694.53
0.00
OF
2
S7
Norfolk
3.91
3.91
Small Grain Overseed
l .0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
78.09
0,00
OF
2
S?
Norfolk
3.91
3.91
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.821
0.00
507.59
0.00
OF
3
1 S7
Norfolk
6.28
6.28
Small Grain Overseed
1.0 Tons
1011-3/31
So
0
0
Irrig,
50
19,97
0.00
125.42
0.00
OF
3
S7
Norfolk
6.28
6.28
Hybrid Bermudagrass Hay
6,5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.00
8I5.26
0.00
GF
4
S7
Norfolk
5.76
5.76
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
H 5,04
0.001
OF
4
S7
Norfolk
5,76
5.76
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.0
747.75
0.00
477349 Database Version 3.1 Date Printed: 3/24/2010 WUT Page 1 of 2

Waste Ul( :ion Table Year 1
Tract
Field
Source
ID
Soil Series
Tola1
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitr(gen
PA
Nutrient
Req'd
(Ibs1A)
Comm
Pert,
Nutrient
Applied
(1b51A)
Res.
OWA)
Applia
Method
Manure
PA
Nutrient
Applied
Qbs1A)
Liquid
ManureA
pplicd
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure,
Applied'
(Field)
N
N
N
N
1000
gal1A
Tons
1000 gals
tons
OF
5
S7
Norfolk
6.05
6.05
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.0
120.83
0.00
OF
5
S7
Norfolk
6.05
605
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
*325
0
0
Irrig,
325
129.82
0.00
785,40
0,00
OF
6
S7
Norfolk
2.48
2.48
Small Grain Ovcrseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
49.53
0,00
OF
6
S7
Norfolk
2.4$
2.48
Hybrid Bermudagrass Hay
6.5 Tons
311-9130
*325
0
0
Irrig.
325
129.82
0.00
321,95
0.00
GF
7
S7
Norfolk
2.92
2.92
Small Grain Overseed
1,0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
59.32
0.00
OF
7
S7
Norfolk
2.92
2.92
Hybrid Bermudagrass Hay
6.5 Tons
3/1-W30
*325
0
0
Irrig,
325
129,82
0.00
379.071
0,00
GF
B
S7
Norfolk
2,88
2.88
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
irrig,
50
19,97
0.00
57.52
.0.00
OF
8
S7
Norfolk
2.88
2.98
Hybrid Bermudagrass Flay
6.5 Tons
311-9/30
*325
0
0
]trig.
325
129.82
0.00
373.88
0.00
GF
9
S7
Norfolk
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
19.97
0.00
99.871
0.00
OF
9
S7
Norfolk
4.50
4.50
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
*325
0
0
Irrig.
325
129.82
0.00
584A8
0.00
OF
HW
S7
Norfolk
18,00
13.00
Small Grain Overseed.
1.0'fons
1011-3/31
50
0
0
[trig.
50
19.97
0.00
259.64
0.00
GF
HIM
S7
Norfolk
18.00
13.00
Hybrid Bermudagrass Hay
6.5 'Pons
3/1-9/30
*325
0
0
Irrig.
325
129.82
0.4
1,697.64
0.00
Total Applied, 1000 gallons
10,013.49
, ;; :, • .. ;: ,
Total Produced, 1000 gallons
9,789-12
Balance, 1000 gallons
-224.37
;
'total Applicd, tons
0.0
Total Produced, tons
.0
Balance, tons
.0
Eo
Dotes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
477349 Database Version 3.1 Date Printed: 3/24/2010 WUT Page 2 of 2

The irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
GF
l
Norfolk
0.50
1:0
GF
10
Norfolk
0.50
1.0
GF
11
Norfolk
0.50
1.0
GF
12
Norfolk
0.50
1.0
GF
13
Norfolk
0.50
1.0
GF
2
Norfolk
0.50
1.0
GF
3
Norfolk
0.50
1.0
GF
4
Norfolk
0.50
1.0
GF
5
Norfolk
0.50
1.0
GF
6
Norfolk
0-50
1.0
GF
7
Norfolk
0.50
1.0
GF
S
Norfolk
0.50-
1.0
GF
9
Norfolk
0.50
1.0
GF
HW
Norfolk
0.50
1.0
477349 Database Version 3.1 .. Date Printed 3/24/2010 1AF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
132.38
264-77
397.15
Hay 6 ton R.Y.E.
300
26.32
66-19
132.38
198.58
Saybean 40 bu
160
14.04
124-11
248.22
37233
-------------------------------------------------------------- ----- -- --- - • ------ ----- ---- ---- -- --- -----• ----------------------------
477349 Database Version 3.1 Date Printed: 03-24-2010 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Stora a Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
53
1
2
37
1
3
67
1
4
86
1
5
104
1
6
123
1
7
141
1
8
159
1
9
161
1
10
142
1
11
124
1
12
93
* Available Storage Capacity is calculated as of the end of each month.
- -- ------------------------------------------ -----• ----------------------------------------------------------- ..---------------------
477')R9 Database Version 3.1 Date Printed: 03-24-2010 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff,. drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must.be documentation in the design folder that the producer
either.owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
U
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
----- --- - ---- - ---- ---- -
L; 477349 Database Vernon 3.1 Date Printed: 3/24/2010 Specification Page 1

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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste 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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
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.
----- ----- - ------ - - ----------------- ---------------------------------------------
477349 Database Version 3.1 Date Printed: 3/24/20I0 St)ecification Paee 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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.
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 of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. ]Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
------------ --------------------- --- - -- - -- --- -- --- --- ---
477349 Database Version 3.1 Date Printed. 3/2412Q1Q Specification Pane 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be inept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
- ------ ----- --- - --... ------------
477349 Database Version 3.1 Date Printed: 3/24/2010 Specification Pajze 4

Crap Notes
`-' The following crop note applies to field(s). 1, 10, 11, 12, 13, 2, 3, 4, 5, 6, 7, 8, 9, HW
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs.should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 79 plant at least 10 bufac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bufac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 10, 11, 12, 13, 2, 3, 4, 5, 6, 7, 8, 9, HW
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
------------------------------------------------------- ---- --- ---- ---- --- ---- -- --- ---- ---- ---- -----------------------
477349 Database Version 3.1 Date Printed: 03-24-2010 Crop Note Page L of 1

A will Ll.' reclulf"e'i-A -1.1")
rOtrogen requh-eNents oF Ifl-ie wus-t-.e u
pl art, The honcy Yjagon M be used Fac 130
a C I' CS, The 1'1CX,j0C' Or _Lj'IE' Ctl"( -:
togated hi -the uppor northeas-1; co-)dAmer
:.,!Qutwes-� cor-r-lers, of the form
A e a L t h
PUIU 2, 3,9- 1 7 6 0
3 6, 21 0 q I-) C)
Pu 1. '4 5,76 870
PIj(( 5 G,05 "917
FI E,,I t i. b"- 4 S-' 2
p U. 7 2. 9 2 �, I •
PUM 8 2. LCII 0-1 510
p ll t (, I-) - 4. 5,0 635
P(,l t 1, 10 13 S CD 13
3,'c--'2",) 745
p I I i-I 4. 0 790
P u 1.3 .5,35 7 9 U

In
6 In
Ual
4.4.�Ovid ,% Al
'`, �'L _� �.LIhE[- J ., ...�...• �., w �.. -• .:..�.: �-.'.... ^ �y-r�, �� y�, CIE.• !.y
•
...................... • ... :ran{.4 u.l.,! ��_I �' _ i ',., /'�.1, �
r

(Multiple workshem may be needed)
Hard nose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD- HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) a % — aQ�O Field number (identification)
2. Irrigation system designation Existing irrigation system — New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes _ feet] Length of pull(Li)
# Interior lanes If Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes (feet] Length of puU(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants _ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (Lb Y Interior or � Exterior (lane/hydrant) _
t' (a) Acres start end of pull from Table E140 Column
(b) Acres middle portion of pull (L1)
(Pull length_ [feet] X Wetted width ' [feet]} / 43,560
� 0 (c) Acres stop end of pull from Table E Column 45
Total acres for travel lane length (1-1) (Sum: a + b + c)
Travel lane length (Q-) X Interior or Exterior (lane/hydrant)
3 (a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (1-2)
{Pull length 460 [feet] X Wetted width ' . [feet] (/ 43,560
(c) Acres stop end of pull from Table � i 6 0 Column
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel large length (L, Interior or X Exterior pane/hydrant)'
(a) Acres start end of pull from Table ��= L:�` Column 3
(b) Acres middle portion of pull (L3)
(Pull length fi;jam [feet] X Wetted width " [feet]} 143,560
(c) Acres stop end of pull from Table = Column
�'• Total acres for travel lane length (L8) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X # Lanes = Acres
(b) Acres per travel lane length (1..2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = '` `' F Acres
Total CAWMP wettable acres for,field (Sum: 8a + 8b + 8c)
't
Wettable Acre Computational Worksheet Completed by: Date:,
Signature of technical specialist
i.

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gann System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) Field number (identification)
2. Irrigation system designation — Existing irrigation system — Newlexpanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(LI)
# Interior lanes # Exterior lanes [feet] Length of puli(L2)
# Interior'ianes _ # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L; Interior or Exterior (lane/hydrant)
� (a) Acres start end of pull from Table c°= Column
(b) Acres middle portion of pull (LI)
{Pull length Ek [feet] X Wetted width d [feet] } / 43,560
(c) Acres stop end of pull from Table W6-0 Column F
Total acres for travel lame length (U) (Sum: a + b + c)
Travel lane length (1-.> Interior or K Exterior (lane/hydrant)
(a) Acres start end of pull from Table = r'�- Column
`
2iZ (b) Acres middle portion of pull (L2)
(Pull length ii f [feet] X Wetted width �� [feetl( / 43,560
(c) Acres stop end of pull from . Table f Column
Total acres for travel lane length (1-2) (Sum: a + b + c)
a Travel lane length (1�) Interior or %� Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (1-3)
(Pulllength2 [feet] X Wettedwidth2"f [feet]3 /43,560
(c) Acres stop end of pull from Table F� ° Column
Total acres for travel lane length
gt (1-3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes _ =• �� Acres
(b) Acres per travel lane length (L2) X #Lanes = Acres
(c) Acres per travel lane length (U) X # Lanes = _ `' Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: _ _ Date:
Signature of technical specialist

(Multiple worksheets may be needed)
Hard Hose Traveling Gain System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation — Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# interior lanes # Exterior lanes [feetj Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single Hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from'the appropriate table and column
based on pattern, spacing, and travel lane location.
f Travel lane length (L, Interior or Exterior (lane/hydrant}
(a) Acres start end of pull from Table Column ?r
' (b) Acres middle portion of pull (Ll)
(Pull length ' [feet] X Wetted width ; [feet]) / 43,560
` (c) Acres stop end of pull from Table :;-i Column
Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (1) f Interior or ,Exterior (lane/hydrant)
(a) Acres start end of pull from Table == Column
F ( (b) Acres middle portion of pull (L2)
(Pull lengthLV [feet] X Wetted width � (feet]] / 43,560
f` (c) Acres stop end of pull from Table <:' Column r'
{ Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lame length (Ll) Interior or Exterior (lane hydrant)
1 (a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Pull length�`5- [feet] X Wetted width `µ"" [feet)) / 43,560
(c) Acres stop end of pull from Table = f=` Column r
- • - Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X
_# # Lanes = f - " Acres
(b) Acres per travel lane length (1.2) X
#lanes = F' 7,, Acres
(c) Acres per travel lane length (L3) X
# Lanes = "' Acres
Total CA"P wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:
Signature of technical specialist

(Mul4ple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _____ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes _ [feet] Length of pull(L2)
# interior lanes # Exterior lanes [feet] Length of puil(L3)
4. Wetted diameter {feet] from field Data Worksheet
5. Spacing Hydrant spacing [feet] ___T___ [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (1!3 Interior or Exterior (lane/hydrant)
? (a) Acres start end of pull from Table `J` f Column 3
S ` ` (b) Acres middle portion of pull (L1)
{Pull length 1; : [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column `!_
L 2
_ L, Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L Interior or _Exterior Bane/hydrant)
(a) Acres start end of pull from Tabled Column
(b) Acres middle portion of pull (L2)
[Pull length f /; [feet] X Wetted width +' [feet]) 143,560
(c) Acres stop end of pull from Table tii<`f�'' Column
Total acres for travel lane length (L2) (Sum: a + b + c)
r Travel lane length (L Interior or _Exterior (lane hydrant)'
(a) Acres start end of pull from Table � = � Column
(b) Acres middle portion of pull (L3)
{Pull length ' [feet] X Wetted width ' [feet]l 143,560
i f / r'
r i (C) Acres stop end of pull from Table � Column
-' Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (1,3) X # Lanes = y 0— Acres
Total CAVMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:
_Signature of technical specialist
15
Date:1 ^�
y-

(Multiple warksheas may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard dose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) Field number (identification)
2. Irrigation system designation — Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(LI)
# Interior lanes # Exterior lanes [feet] Length of pull(LZ)
# Interior lane5 # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants — Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
(3 Travel lane length (Ll Interior or X Exterior (lane/hydrant)
iw (a) Acres start end of pull from Table rF6'' Column _
tj= (b) Acres middle portion of pull (L1)
(Pull length qO [feet] X Wetted width �'T [feet]) 143,560
' 3U (c) Acres stop end of pull from Table _='=' Column
LIL Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (L, interior or Exterior (lane/hydrant)
`-' (a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
[Pull length - [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table - Column
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (Lj Interior or _ Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
[Pull length [feet] X Wetted width [feet]} / 43,S60
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes = 3 `� Acres
(b) Acres per travel lane length (LZ) X # Lanes = Acres
(c) Acres per travel lane length (1-3) X # Lanes = Acres
Total CAWMP wettable acres for field (Sum: Sa + 8b + 8c)
- ' Wettable Acre Computational Worksheet Completed by: - Date: i `=
Signature of technical specialist
t

�.. Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Gilt Free Farms
Shelia Schmalbach
Warsaw, NC
03-24-2010
This plan has been developed by:
Carl Dunn
DSWC WaRO
943 Washington Sq Mall
Washington, NC 27889
252-946-6481
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner[Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
----------------------------------------------------------------------------------------------------------------------------------------------------
'-� 477349 Database Version 3.1 Date Printed: 03-24-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 9,789,120 galslyear by a 10,560
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
22546
Incorporated
38721
Injected
42642
Irrigated
24507
Max. Avail.
PAN (lbs) *
ActualPAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
24,507
25069
-562
10,013,487
-224,367
--- -- -----I ----- -- ----- -'• -r- ----------- - ------------------- -- ------ - s------ ------------------------------------------------------
Note: l:n source 1D, 5 means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
477349 Database Version 3.1 Date Printed: 03-24-2010 Source page 1 of 1

L
014F -6661iii�
P- ialL g - �� '2
-idaWce x
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone. I
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
477349 Database Version 3.1 Date Printed 3124120 10
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
GF
1
1.46
1.46
NIA
Norfolk
Small Grain Overs"d
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
10
4.38
4.38
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tans
GF
L 1
3.85
3.85
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
12
4.03
4.03
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
13
5.35
5.35
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
2
3.91
3.91
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
1 3
6.28
6.28
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
4
5.761
5.76
NIA
Norfolk
Small Grain Overseed
1.0 Tans
Hybrid Bcrntudagrass Hay
6.5 Tons
GF
5
6.05
6.05
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
6
2.48f
2.48
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
7
2.92
2.92
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass May
6.5 Tons
GF
8
2.881
2.88
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
9
4.50
4.50
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
GF
F
HW 1
18.001
13.00
NIA
Norfolk
Small Grain Overseed
1.0 "Eons
-
I- -.J
- .I
- --- I
- - - --
Hybrid Bennuclagrass Hay
6.5 Tons
PLAN TOTALS: 71.85 66.85
477349 Database Version 3.1 Date Printed 3/2412010
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

y of
(Mul*le worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 7 /' a G Field number (identification) r
HARD HOSE TRAVELER
IRRIGATION SYSTEM
2. Irrigation system designation — Existing irrigation system _ New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (LI) x Interior or Exterior ()anelhydrant)
(a) Acres start end of pull from Table E140 Column
l 07 (b) Acres middle portion of pull (Ll)
`Pull length lb [feet] X Wetted width 90 [feet]} / 43,560
0 (c) Acres stop end of pull from Table E f 6 0 Column F
1 • tf & Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (a) X Interior or Exterior (lane/hydrant)
-S S (a) Acres start end of pull from Table 1~I6C7 Column
3, 14 (b) Acres middle portion of pull (L2)
(Pull length _?bo [feet} X Wetted width I 8 [feet] / 43,560
• 9 (c) Acres stop end of pull from Table EI60 Column F
3191 Total acres for travel lane length (L2) (Sum: a + b + c)
3 Travel lane length (0) Interior or X Exterior (lane/hydrant)
'7 0 (a) Acres start end of pull from Table EFbO Column Q
5.29 (b) Acres middle portion of pull (L3)
(Pull length 960 [feet] X Wetted width 2't0 [feet]] / 43,560
30 (c) Acres stop end of pull from Table E i6O Column "r
6.29 Total acres for travel lane length (U) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category -in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X # Lanes = J Acres
(b) Acres per travel lane length (L2) X # Lanes = 11 / Acres
(c) Acres per travel lane length (L3) X # Lanes = 6,2 8 Acres
Total CAWMP wettable acres for
/field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: �" � `� Date:1 '21 10
Signature of technical specialist

5r
(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system — New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L b interior or X Exterior (lane/hydrant)
-70 (a) Acres start end of pull from Table FF60 Column 3
(b) Acres middle portion of pull (Ll)
(Pull length 9.70 [feet] X Wetted width 210 [feet]) / 43,560
• (c) Acres stop.end of pull from Table W60 Column 0'
5,16 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (6) _ Interior or X Exterior (lane/hydrant)
• 70 (a) Acres start end of pull from Table Fr60 Column Q
5�05 (b) Acres middle portion of pull (L2)
(Pull length 917 [feet] X Wetted width 240 [feet]y / 43,560
• (c) Acres stop end of pull from Table ,FF60 Column F
a* 05 Total acres for travel lane length (L2) (Sum: a + b + c)
Sri Travel lane length (L% J Interior or X Exterior (lane/hydrant)
,70 (a) Acres start end of pull from Table F�GJ Column
I - Kg (b) Acres middle portion of pull (1-3)
(Pull length2kj_ [feet] X Wetted width2'[feet]( / 43,560
.30 (c) Acres stop end of pull from Table EV O Column £
2.49 Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X # lanes = S� 76 Acres
(b) Acres per travel lane length (12) X # Lanes = 6• fly Acres
(c) Acres per travel lane length (L3) X # Lanes = 2. 4 '1 Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:
Signature of technical specialist
Date:

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation — Existing irrigation system — New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing (feet] [as a percentage of wetted diameter]
6. Hydrant layout ^ Multiple hydrants _ Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
~] Travel lane length (L) %' interior or Exterior (lane/hydrant)
SQ (a) Acres start end of pull from TableETb0 Column
• 5 (b) Acres middle portion of pull (Ll)
{Pull lengthy [feet] X Wetted width 100 [feet]) 143,56Q
• (c) Acres stop end of pull from Table Fa 60 Column
2.0!2. Total acres for travel lane length (LI) (Sum: a + b + c)
g Travel lane length (a) X Interior or _Exterior (lane/hydrant)
t sg (a) Acres start end of pull from Table FT610 Column
(b) Acres middle portion of pull (1-2)
t q {Pull length 51D [feet] X Wetted width gy [feet])/ 43,560
(c) Acres stop end of pull from Table ET GO Column r
2,19 Total acres for travel lane length (L2) (Sum: a + b + c)
! Travel lane length (17) _ Interior or _C Exterior (lane/hydrant)
70(a) Acres start end of pull from Table L Column
'ISO (b) Acres middle portion of pull (1-3)
(Pull length4Z [feet] X Wetted width2 (feet]} / 43,560
• 3 (c) Acres stop end of pull from Table FF6a Column
I{, SD Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = 2.92, Acres
(b) Acres per travel lane length (L2) X # Lanes = 2-W Acres
(c) Acres per travel lane length (L3) X # Lanes = `fi. SC2 Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: "�—' Date:1lp
Signature of technical specialist
Q5 %

...
(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of puil(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter (feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants _ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
10 Travel lane length (L!3 _ Interior or K Exterior (lane/hydrant)
, 7 0 (a) Acres start end of pull from Table rr6O Column
ETIE (b) Acres middle portion of pull (M)
{Pull length G Ls [feet] X Wetted width 2'�P (feet]} / 43,560
130 (c) Acres stop end of pull from Table FF60 Column E"
'Y 38 Total acres for travel lane length (L1) (Sum: a + b + c)
! j Travel lane length (0 x Interior or Exterior (lane/hydrant)
S$ (a) Acres start end of pull from Table 1�7T6y Column 13
3, 04 (b) Acres middle portion of pull (L2)
[Pull length.- [feet] X Wetted width X0 [feet]} / 43,560
9 (c) Acres stop end of pull from Table EUbd Column E
31 g5 Total acres for travel lane length (L2) (Sum: a + b + c)
12 Travel lane length (Lib X Interior or _Exterior (lane/hydrant)
. 59 (a) Acres start end of pull from Table FxGO Column Q
3.2b (b) Acres middle portion of pull (1-3).
(Pull length MP [feet] X Wetted width "0 (feet]) / 43,560
} 9 (c) Acres stop end of pull from Table J960 Column F
4• 03 Total acres for travel lane length (L3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = 2.53 Acres
(b) Acres per travel lane length (L2) X # Lanes = 3, T5 Acres
(c) Acres per travel lane length (1-3) X # Lanes = y•o3 Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Ca�"'`` Date:
Signature of technical specialist
r�

..i • V
(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
I. Farm number (identification) Field number (identification)
2. Irrigation system designation Existing irrigation system — New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants _ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
/ 3 Travel lane length 01) Interior or X Exterior (lane/hydrant)
,70 (a) Acres start end of pull from Table FFGO Column Q
445 (b) Acres middle portion of pull (Ll)
{Pull length7gO [feet] X Wetted widths-t!9 [feet]) / 43,560
30 (c) Acres stop end of pull from Table FFby Column f
'5 S Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L, _____ Interior or _Exterior (lane hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, _ Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table _
(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (U) (Sum: a + b + c)
Column
_ [feet]) / 43,560
Column _
Column
[feet]) / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll) X # Lanes = S.3 Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (1-3) X # Lanes = Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: &41 Date: 1` Zg'b
Signature of technical specialist
l

P
00/16/2010 WED 15:42 FAX [phone] WRLNMI
1
IM 001/006�
Murphy Browji u.4
PO Box 856
2822 Hwy 24 West
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Fax Transmittal Sheet
tit)iiC-- Dame;
• fie: CC:
❑Ur€e11L 0 FOt lRmFiew Cry Pleasc C0111111LE1! C7 ;'lcase Reply 1 r'lcase, Recycle

06/16/2010 WED 15:42 FAX [phone] WRLNM1
10002/006
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-26
Facility Name: Gilt Free
Certified Operator Narne:
County: Dupiin w�
Pete Schinatbach Operator dumber:
AWA991262
11. Cur; ent liquid level(s) in inL.hes as measured from the currant liq:lid level in the lagoon to the
lowest point 01-1 the top of the darer for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Layoorl 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon NamellD:
Spiilway(Y or N)-.
LevMl(inches): 23 24
2- Cheek all <applicable items
I..gl_rid lovei is Within the, cic35iC�1'?L:C,i Strllcit.rr l {ree:board elevations of ores: 01- M01-0, s;VLKJrJre
Five and • 0, day P?,ns of Action are a�itached. FlydralA;rind 1gmno lIG am
y`�ttlll:n jc;{;^r)t�1blC? t';3ngF.;:.
x Lkluid level #s ,vilthin ihe 25 w-1 it 24 hour storn'i elo afio€ zj for onc- oi- norc strT:cturoc A
._......_....
3tJ it%- l'lil t AC:tIC:rl i %3tt ±i%Neil. Ag(}IlC?i?31C is within i G€=ptc1);c11 r:iT?SEt.
V'.`aste is to be purnlpod and. hauled to a3(sitrn 100c,tiOn5. l301urrlc and PAN content of � Vaste
—.-- to be primped and hauled is reflected in suction Ili tables. Included within this plan is a list
cif the Proposed sites with related facility numbers, nuatiber ,f acres and receiving crop
i nlornnation. Contact %ind secure approval fForn the I0WQ prk)r to transfer of LAjat,ftj t0 cI !�lte
not cowered in the; facility, CA\1lMP.
Optnr<a 011 will oe ;artie,liy or fully dnpopulrztCXj.
''Attach a uomplete schedule with corresponding arsimal units and dates fro depopulation
"if animals are to be r7no'ved to another permitted facility, provide facility number, Lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begirt land application of waste: 611612014
I hereby certify that I have reviewed the information listed above and included within the"
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shelia Schrrralbach Phone: [phone]
Facility Owner/Manager (print) _
_z pate: 611612010
- Facility OwnerlMar�-01, ature) `11

06/16/2010 ICED 15:42 FAX. [phone] WRLNXI
y `' k
W 003/006
II,. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL. FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: La oon 9
line M =
lb PAN
2_
Structure Ili: Lagoon 2
line rn =
897.0 lb PAN
3.
Structure ID:
the m =
lb PAN
4.
Structure ID:
lire m =
lb PAN
6-
Structure ID:
line rn
Eb PAN
6.
Structure ID:
line rn =
lb PAN
n, lines 't + 2 + 3 •+' 4 + 8 f 6 = 897.0 lb PAN
Ill. 'TOTAL PAN BALANCE REMAINING FOR AVAILABLE_ CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LISP' FIELDS 'TO WHICH PAN CA?kil\ OT SE APPLIED DURING THIS 3€1 DAY PEW013.
—
D, tl'�Ct ��
P. field
---- ——€----��—_
Ct. CI'()p }r.
1
J.Ck'{?.'
s. remaining IRR-�t.
J
Z PAN'i,�ait3firf:
TQTAi. PAN ,
FOR
€i. a lin7tirnti �s��r:cn.
PR
�}3AlwANCE
FIE- D t!bs.j
1200
T 72030
F 1
P2
Lie r!rkk,d::�
B-er mudr _...
1.46
3. s
264.22
Column f xs
i (?,3tii. f
Pi fCTl -'s 1.1t.__....w..-._.._
...
'State current crop ending application date or next : rop application beginning date for available
receiving crops during 30 day draw down period.
Y. Total PAN available for all fields (sure of column t) = 1399.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section It) = 897.0 Ib. PAN
PoA (30 Day) 2121 /00

06/16/2010 WED 15:42 FAX [phone] WRLNM1
19004/o06
x, Crop's remaining PAN balance (line v from section Ili)
y. Overall PAN balance (w - x) T
1399.6 lb. PAN
-503 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and i
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
(base's on new information. If new fields are to be included as an option for lowering lagoon levei, add these
fields to the PAN balance table and recalculate the overall PAN balance. if animal waste is to be hauled to
another permitted facility, provide; information regarding the herd population and lagoon `reeboard levels at the
L2c_._.------
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2.i21100

06/16/2010 WED 15:43 FAX [phone] WRL.NM1
10 005/006
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL. FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
'I. Structure Narne/ldentl€ier (Ifs): Lagoon I
2. Current liquid VOILrme In 25 yr./24 hr. storm wtorage & structura! freeboard
a. current liquid level according to marker
b. designed 25 y, 24 hr. storm & structural freeboard ^Yv _�irtci�es
c. line b - line a (inches it red -none) = inches
d. top of dike surface area according to design _
;area at below structural freeboard elevation)
r. line cl, 2 x line; d x 7.48 gzallonslfe gallon-&
Projecied 'i niturne of wast(- liquiO producod di-iring draw down periad
.._.....__..1(iay:>
...._................_.....--
{�. Volume of Waste pr('rluC f (d 01.1CQ1'diT1!j iO :Stfticl .lral 4:EGSigrr
I . r;t1-rE.1 herd 4 Certified !{E:r{iFl_
actual waste produc-ed -- current herd If x line g
certified herd 4
i. • Cl umr of waish water according to structural design
j. excess rainf�A over evaporation ,according to design
k. (lines h + i + j) x 7.48 x 30 days/kne f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Clio on the next Structure tali shown below)
gallons
— lbs/1000 gal.
0 Ibs. PAN
PoA (30 Day) 2/21/00

06/16/2010 WED 15:43 FAX [phone] WRL14MI
10 006/006
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD, AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
". Structure Dame/Identifier (ID):
2. Current liquid volume in 25 y024 hr. storm storage & stwctural fee —board
a. current liquid level according to marker i— 24.0 inches
h. designed 25 yT./24 hr. storm & structural freeboard ��� 27.0 inches
c. iine b "- line a ;inches in red :one) W 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) r �118625 ft2
e, line c/12 x line d x 7.45 cgaiions/ft'' 22'1329 galiorts
o, ;cied olum.^ of w+ istn !ICliliCl produced t during c�ra r cip5;sc Period
7. 'V1t3il)0I'i r7 I:`,C?ri(} ..7i;i:t7r(-r!i lg s!ilys
Ci. --
vf%k !rll{ ml;>t(; prE7C;'t3E:c:il -,. is%ir(Sirlq lf.-I sfirl-rGt!.0 11 604 7. h1.
--- . ._
i)t, cl �; _..--....-10 ct rtii!t.t1 herd, f - _3_5G.CII
actual wa.MEe Produced -: Gurrent herd IT x line g = 1 16()4z 4-
Certified herd
i. volt im :1f wash wat()i according to design
J. exc. ass rainfall over evaporation according to df-sign
k. (lines h + i +j) x 7.48 x 30 dayshine f=
4. Total PAN to be land applied during draw down period
1. currem waste analysis dated E 611612010j
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
276520 gallons
' 's .3C Ibs11000 gal.
897.0 lbs. PAN
PoA (30 bay) 2/21/00

GV-
a
r
I'd SEBv-662-016
4oegjew4og elTa4S e94=60 OT EI Uer

IRRIGATION EQUIPMENT
FLOW METER
FIELD CALIBRATION
LOCATION: _T 11, ��R� hone: 411
DATE OF FIELD. CALIBRATION:% 7-1c
FLOW METER SERIAL N�TUMBER- .01 — 7.7 �C
REEL/GUN/SPRINKLER MAKE AND MODEL-'. 481 Sul 20Td l4o
(see reverse for solid set system)
MEASURED RING SIZE (from irrigation design): .Q inches
ring within .Ol" of expected manufacturer size,?
If not, ring must be replaced.
PRESSURE READINGS AT PUMP: 110 psi (optional)
AT REEL: Qt? psi (optional)
AT GUN: :+a5 psi (required)
FLOW RATE (GPM) EXPECTED: L pm
1(from manufacturers chart , MEASURED: (ol 5gnm
land flow meter readout) VARIANCE: , Iz%
ETTED DIAMETER (ft) EXPECTED: J*75 ft
(see wettable acres determination MEASURED: Ago ff
or expected diameter) VARIANCE: 119/o
wetted diameter is greater than 15% or now rate variance is greater than 10%,
contact a Certified Technical Specialist or irrigation specialist for assistance.
And/or Explain findings:
CALIBRATOR: T.E SC,N T(\ 4xw(-16 J
(print name) (signature)
Phone: c1111- )A3 yt 15 Email SGS'ra t L\ O'
SA'ATE LRV n5�-�+
A&T$TATE UNiVER MY
CMPERATME
�i EMNSION
- Helping People Ad Im"Wre ro NorA
Z-d 568ir-csa-016 4oegiew4os elTayg eGb*60 OT 61-uer

i
49 Division of Water Quality
Facility Number 3 d Q Division of Soil and Water Conservation
O Other Agency
Type of Visit 0 compliance Inspection 0 Operation Review 0 Structure Evaluation 0 Technical Assistance
Reason for Visit Ot Routine 0 Complaint 0 Follow up 0 Referral 0 Emergency 0 Other ❑ Denied Access
Date of Visit: �] r5� Arrival Time: 1 a O Departure Time: County: (A ALA Region:
Farm Name: Owner Email:
Owner Name:
Mailing Address:
Physical Address:
Facility Contact: Title:
Onsite Representative: S)Ae I L4 Sc 14 m A L-R A CF1 mm
Phone:
Integrator:
Phone No:
Certified Operator: Operator Certification Number:
Back-up Operator:
Location of Farm:
Swine
Back-up Certification Number:
Latitude: E:�] 0 0 ` 0" Longitude: = ° = ` = "
Design Current Design Current
Capacity Population Wet Poultry Capacity Population
❑ La er
❑ Non -La et
❑ Wean to Finish
❑ Wean to Feeder
® Feeder to Finish
IL65601100001
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Other
❑ Other
Dry Poultry
❑ La ers
❑ Non -Layers
❑ Pullets
❑ Turkeys
❑ Turkey Poults
❑ Other
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other
a. Was the conveyance man-made?
Design Current
Cattle Capacity Population
❑ Daia Cow
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Non-Dai
❑ Beef Stockei
❑ Beef Feeder
❑ Beef Brood Cowl
Number of Structures: �I
b. Did the discharge reach waters of the State? (if yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
❑ Yes RX No El NA El NE
❑Yes
❑No
❑NA
❑NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ NA
❑ NE
❑ Yes
❑ No
❑ Yes
No
❑ NA
❑ NE
❑ Yes
[9No
❑ NA
❑ NE
12128104 Continued

Facility tuber: 3) — 9(0 Date of Inspection l CS
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate?
❑ Yes [XNo ❑ NA ❑ NE
a. If yes, is waste level into the structural freeboard?
❑ Yes ❑ No ❑ NA ❑ NE
Structure 1 Structure 2 Structure 3 Structure 4
Structure 5 Structure 6
Identifier: t"CC5ry1( � fCwXot
Spillway?:
p Designed Freeboard (in): �9:5 A4
Observed Freeboard (in): 3y — 3
_
5. Are there any immediate threats to the integrity of any of the structures observed?
❑ Yes ," No [I NA El NE
(iel large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed
❑ Yes NJ No ❑ NA ❑ NE
through a waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes jo No ❑ NA ❑ NE
8. Do any of the stuctures lack adequate markers as required by the permit? ❑ Yes No ❑ NA ❑ NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes No ❑ NA ❑ NE
maintenance or improvement?
WasteApplication
10. Are there any required buffers, setbacks, or compliance alternatives that need ❑ Yes No ❑ NA ❑ NE
maintenance/improvement?
11. Is there evidence of incorrect application? If yes, check the appropriate box below. ❑ Yes �&No ❑ NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 Ibs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift ❑ Application Outside of Area
12. Crop type(s)
13. Soil type(s)
14. Do the receiving crops differ from those designated in the CAWMP?
❑ Yes
No
❑ NA
❑ NE
15. Does the receiving crop and/or land application site need improvement?
❑ Yes
No
❑ NA
❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination?❑ Yes
IN No
❑ NA
❑ NE
17. Does the facility lack adequate acreage for land application?
❑ Yes
No
❑ NA
❑ NE
18. Is there a lack of properly operating waste application equipment?
❑ Yes
No
❑ NA
❑ NE
Comments (refer to question #): Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better explain situations. (use additional pages as necessary):
CoNnucT SLL4DGF SLau Et COPLN 0 Dwq
ATTN -' AM4NOA G MASS
la)- C,At2-_­)l nr0qL UA LAI Ex l
LA3iLmtNC,70)L1j lUG P LIOS Vr
ERevie'wer/Inspector
er/Inspector Name QG ��� E S Phone:
Signature: Date: DU 15 6�
12128104 Continued

r
Facility Number: 3 j —air Date of Inspection / 5
Required Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available? ❑ Yes E)kNo ❑ NA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ❑ Yes [XNo ❑ NA ❑ NE
the appropirate box. ❑ WUP ❑ Checklists ❑ Design ❑Maps ❑Other
21. Does record keeping need improvement? If yes, check the appropriate box below. ❑ Yes � No ❑ NA ❑ NE
❑ Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑Soil_ Aral ❑ Waste Transfers ❑ Annual Certification
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and V Rain Inspections ❑ Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
❑ Yes
[XNo
❑ NA
❑ NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
❑ Yes
[XNo
❑ NA
❑ NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
❑ Yes
E�kNo
❑ NA
❑ NE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
M Yes
❑ No
❑ NA
❑ NE
26.
Did the facility fail to have an actively certified operator in charge?
❑ Yes
No
❑ NA
❑ NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
❑ Yes
No
❑ NA
❑ NE
Other Issues
28.
Were any additional problems noted which cause non-compliance of the permit or CAWMP?
❑ Yes
rO No
❑ NA
ElNE
29.
Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑ Yes
M[No
❑ NA
❑ NE
and report the mortality rates that were higher than normal?
30.
At the time of the inspection did the facility pose an odor or air quality concern?
❑ Yes
No
❑ NA
❑ NE
If yes, contact a regional Air Quality representative immediately
31.
Did the facility fail to notify the regional office of emergency situations as required by
❑ Yes
O No
❑ NA
❑ NE
General Permit? (ie/ discharge, freeboard problems, over application)
32.
Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
❑ Yes
RNo
❑ NA
❑ NE
33.
Does facility require a follow-up visit by same agency?
❑ Yes
9No
❑ NA
❑ NE
Additional Comments and/or Drawings:
'F6LeE zc*,Q� �L&cis M' 5 VMc, J S , a L&N
New owV60 FPS a F 'k] O' S r lA_]o C_1NC dA" Gl-f-_co9--� KEEpuvC.
12128104

9
`tf
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Agri -Groin Inc
Dennis Graham
359 Blackmore Ind
Warsaw, NC 28398
910-293-7466
02-I8-2003
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Developer Signature RECEIvrn in
ENR/DW�
AQUlFER�aanrEr..rrnu.�firnON
Type of Plan: Nitrogen Only with Manure Only
MAR 2 7 2009
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I hav and understand the
Required Specifications concerning animal waste man P ' 9ffiAJ[X0A&ed with
this plan.
APR 0 6 z009
t_
y` Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
PIan Approved By:
Technics Specialist Signature Date
--- ------------------------------------------------------------------------- ---- -- ---
857435 Database Version 2.0 Date Printed: 02-18-2003 Cover Page 1
It

i
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 9,789,120 gals/year by
a 10,560 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
22546
Incorporated
38721
Injected
42642
Irrigated
24507
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
24,626.85
9,836,972
47,852
---------------------------- - - - - ----------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
857435 Database Version 2.0 Date Printed: 02-18-2003 Source Page I of 1

Narrative
This WUP is written based on a wetted acres footprint(see attached) -
TRACT 72030 pulls 11 & 14(8.4ac) and pulls 12& 13(7.83ac) may be sectioned and grazed in a control
grazing rotation -
The NITROGEN rate to use is 244lbs N/ac. for grazing and 3251bs N/ac cutting hay.
The NITROGEN rate for the smallgrain overseeding is 50lbs N/ac.
---------------------------------------------------------------------------------------- --- -----
857435 Database Version 2.0 Date Printed: 02-18-2003 Narrative Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan- In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
Leaching
Index (1.1)
Soil Series
Cr aence
RYE
72030
PI
NIA
Norfolk
Small Grain Ovaseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
720301
P1 I
NIA
orfolk
Small Grain Overseed
1.0 Torts
Hybrid Bermudagrass Pasture
6.5 Torts
72030
P12
N/A
Norfolk
Small Grain Overseed
1.0 Torts
Hybrid Bermudagrass Hay
6.5 Tons
72030
P13
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Torts
72030
P14
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Toni
72030
P2
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72030
P3
NIA
Norfolk
Small Gram Oversmd
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72030
P4
NIA
orfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72031
1310
NIA
orfolk
Small Gram Overseed
1-0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72031
P5
NIA.
Norfolk
Small Grain Overseed -
1-0 Tons
Hybrid Bermudagrass Ham'
6.5 Tons
72031
P6
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72031
P7
NIA
Norfolk i
Small Grain Overseed
1-0 Tons
Hybrid Bermudagass Hay
6.5 Tons
72031,
P8
NIA
Norfolk
Small Grain O'er
1.0 Toms
Hybrid Bermudagrass Hay
6.5 Tons
72031
P9
N/A
orfolk
Small Grain Overseed
1.0 Tons
Hybrid Bemmdagass Hay
6.5 Tons
- - ---- - ----------------------------------------------------------------------------------------------------- ----------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
soluble nutrient leaching below the
root zone-
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned. .
<_ 10
soluble nutrient leaching below the
root zone.
High potential to contribute to
NutrientManagement (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
root zone.
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -'Fill (778), and edge -of -'held practices such
Filter Strips (393) and Riparian Forest Buffers (391).
W.
------ --------------- ------ -- ---------------------------------- --- ------------------------------------------ - - g---------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 PCS Pa e 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed.to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate ofthe•nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Tract I
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Pert,
Nutrient
Applied
Res.
(Ibs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
I/A
tons
1000 9.als
tons
72030
P1
S7
Norfolk
6.00
6.00
Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
119.83
0.00
72030
P1
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*311-10131
*325
0
0
Irrig,
325
129.82
0
778.91
0.00
72030
Pit
S7
Norfolk
6.00
6.00
Small Grain Overseed
1.- 1.0 Tons
1011-3/31
50
0
0
Irrig,
501
19.97
01
119.83
0.00
72030
PI1
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Pasture
6,5 Tons
*3/1-10/31
*244
0
0
Irrig,
244
97.46
0
584.78
0.00
72030
P12
S7
Norfolk
5.23
5.23
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
IrriR,
50
19.97
0
104.45
0.00
72030
P12
S7
Norfolk
5,23
5.23
Hybrid Bermudagrass Hay -
6.5 Tons
*3/1-10/31
*325
0
a
Irrig.
325
129.82
0
678.95
0.00
72030
P13
S7
Norfolk
2,60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
51.93
0,00
72030
P13
S7
Norfolk
2.60
2.60
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irrig,
325
129.82
0
337.53
0.00
72030
P14
S7
Norfolk
2.40
2.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19,97
0
47.93
0.00
72030
P14
S7
Norfolk _
2.40
2.40
Hybrid Bermudagrass Pasture
6.5 Tons
*3/1-10/31
*244
0
0
Irrig.
244
97.46
0
233.91
0.00
----------------- _ - __------------------------------------------ ._.._.---------------- ----------------•-------------------------------•-------- ----------- -•-----------
857435 Database Version 2.0 Date Printed: 2/18/03 WUI' Page 1

Waste Utiii tion Table
Year 1
Tract
all
I Field
ource
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Redd
Comm.
Fert.
Nutrient
Applied
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
9811A
tons
1000Is
tons
72030
P2
S7
Norfolk
5.32
5.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
IrriR.
50
19.97
0
106.25
0.00
72030
P2
S7
Norfolk
5,32
5.32
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irria.
325
129.82
0
690.63
0.00
72030
P3
S7
Norfolk
4.97
4.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
IrriR,
50
19.97
0
99.26
0.00
72030
P3
S7
Norfolk
4.97
4.97
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*3251
0
0
IrriR. 1
325
129.82
p
645.20
0.00
72030
P4
S7
Norfolk
5.32
5.32
Small Grain Overseed
1.0 Tone
10/1-3/31
50
0
0
Irrig,
50
19.97
0
106.25
0.00
72030
P4
S7
Norfolk
5.32
5.32
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irrig,
325
129,82
0
690.63
0.00
72031
Pt0
57
Norfolk
2.74
2,74
Small Grain Overseed
1.0 Tons
1011-3131
SO
0
0
Irrig..
50
19.97
0
54.72
0.00
72031
Pl0
S7
Norfolk
2.74
2.74
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irrig.
325
129.92
0
355.70
0.00
72031
P5
S7
Norfolk
6.00
6.00
Small Grain Overmed
1.0 Tons
10/1-3/3I
S
0
Irria.
50
19.97
0
119.83
0.00
72031
PS
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*311-10131
296
0
0
Irrig.
2961
118.24
0
709.41
0.00
72031
P6
S7
Norfolk
4.87
4.87
Small Grain Overseed
1.0 Tons
10/1-3/31
0
0
Irrig,
50
19.97
0
97.26
0.00
72031
P6
S7
Norfolk
4.87
4.87
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irria.
325 1
129.82
0
632.22
0.00
72031
P7
S7
Norfolk
4.93
4.93
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0
98.46
0.00
72031
P7
S7
Norfolk
4.93
4.93
Hybrid Bermudagrass Hay
6.5 Tans
*311-10131
*325
0
0
Irria,
325
129.82
0
640.00
0.00
72031
P8
S7
Norfolk
6.00
6.00
Small Grain Overseed
y` 1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0
119.83
0.00
72031
P8
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*3251
0
0
Irria,
325
129.92
0
778.91
0.00
72031
P4
S7
Norfolk
5.57
5.57
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig,
50
19.97
Q
111.24
0,00
72031
• P9
S7
Norfolk
5.57
5.57
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irrig.
1 325
L 129.82
0
j 723.09
0.00
------------------ --- ----- -- ----- -- --- ----- ----- -
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Page 2

Wadi- TTt;ir- tinn TahlP
V...... Y
Nitrogen
Conun.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
Manure
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
ource
Total
Use,
Applia
Applic,
1000
Tract
Field
I.D.
Soil Series
Acre
Ames
Crop
RYE
Period
N
N
N
Method
Ibs/A
I/A
tons
1000 Rals
tons
Total Applied, 1000 gallons
9,836.97
Lagoon Liquids
Total Produced, 1000 gallons
9,789.12
Balance, 1000 gallons
-47.85
Total Applied, tons
°� '. ;
0.00
Manure Solids
Total Produced, tons
0.00
Balance, tons
'
0100
Notes: 1, In he tract column, symbol — means leased, otherwise, ovAled.
2. Symbol * means user entered data.
---------------- -------------------------------------------------------------------------------------•------------- --------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Pahe 3
I

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each held may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Arnount
(inches)
72030
P1
Norfolk
0.50
0.96
72030
Pll
Norfolk
0-50
0.96
72030
P12
Norfolk
0.50
0.96
72030
P13
Norfolk
0.50
0.96
72030
P14
Norfolk
0-50
0,96
72030
P2
Norfolk
0.30
0.96
72030
P3
Norfolk
0.50
0.96
72030
P4
Norfolk
0-50
0.96
72031
P10
Norfolk
0-50
0.96
72031
P5
Norfolk
0-50
0.96
72031
P6
Norf lk
0.50
0.96
72031
P7
Norfolk
0.50
0.96
72431
P8
Norfolk
0.50
0.96
72031
P9
Norfolk
0-50
0-96
------------------------------------------------------------------•------------------ - ----------
857435 Database Version 2.0 Date Printed: 02-18-2003 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
S ince nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. ideally, effluent spray fields should not
be used: for sludge application- If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
I, Application Rate
1000 gallac
Minimum Acres I
5 Years Accumulation
Minimum Acres
I0 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
132.38
264-77
397.15
Hay 6 ton R-Y-E.
300
26.32
66.19
132.38
198-58
Soybean 40 bu
160
14.04
124.11
24822
372-33
------------------------------------------------------------------------------------------------------------------------- -----
857435 Database Version 2.0 Date Printed: 02-18-2003 Sludge Page 1 of I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity -
Available Waste Storage Caoacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Ca aci (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
92
1
2
72
1
3
93
1
4
107
1
5
120
1
6
134
1
7
147
1
8
160
1
9
175
1
10
158
11
136
i
EL1
12
115
* Available Storage Capacity is calculated as of the end of each month.
---------------------- -- - --------------------------------------------g -------------------
857435 Database Version 2.0 Date Printed. 02-18-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste ManaLyement
L 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 that,reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre -per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 1

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 and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste 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 canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
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.
-- ------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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.
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 of animal waste during the crop
season.
-------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 3

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 nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the -soils shall -be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
-----------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 4

Crop Notes
The following crop note applies to field(s): P1, P10, P12, P13, P2, P3, P4, P5, P6, P7, P8, P9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in'the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
.broadcast/disked-in sprigs use about 60 bu/ac.. Soil test for the amounts.of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s). P 1, P 10, P 11, P 12, P 13, P 14, P2, P3, P4, P5, P6, P7, P8, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1 /2
bushels/acre. Plant all these small grains at 1-1. 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
------------------------------------------------------------------------------------ ----- ----
857435 Database Version 2.0 Date Printed: 02-I8-2003 Crop Note Page I of 2

The following crop note applies to field(s): P11, P14
lermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted -
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" to 3"
deep (l .5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and rricronutrients to apply preplant and for annual maintenance- Apply 60 to 100 Ib/ac N in the
establishment year. in. split applications .'in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional -agronomist or extension agent for
assistance.
----------------------------------------------------------------------------------------------------- ------------ -
857435 Database Version 2.0 Date Printed: 02-18-2003 Crop Note Page 2 of 2

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
/ Operator Name Agri-Grow_Farms COUNTY Duplin
Adress 359 Blackmore Rd
Warsaw, NC 28398 DATE 2./18./03
Telephone [phone]
ABLE 1 - Field Specifications .
Tract
Number
Hydrant
or
field (1)
I.Number
acres
start end
wetted
Brea
acres
middle
wetted
area
acres
stop end
wetted
area
Approximate
Maximun
Useable, Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(Inthr)
Maxfumn
Application
per Irrigation
cycle (3)
(inches)
72030
p1
0.6
5.4
0
6 EE90
B-C
965
239
NoA
0-5
BermudatSmaligrain
0.5
1
72030
p2
0.57
4.75
0
5.32 E185
B-C
940
220
NoA
0-5
Bermuda/Smallgrain
0.5
1
72030
p3
0.57
4.4
0
4.97 E185
B-C
865
220
NoA
0-5
Bermude/Smallgrain
0.5
1
72030
p4
0.6
4.72
0
5.32 EE90
$-C
860
239
NoA
0-5
Bermuda/Smallgrain
0.5
1
72031
p5
0.6
5.4
0
6 EE90
Bib
985
239
NcA
0-5
Bermuda/Smaligrain
0.5
1
72031
p6
0.57
4.3
0
4.87 E185
B-C
848
220
NoA
0-5
Bermuda/Smallgrain
0.5
1
72031
p7
0.6
4.33
0
4.93 EE90
B-C
789
239
NoA
0-5
Bermuda/Smaligrain
0.5
1
72031
p8
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0-5
Bermuda/Smalfgrain
0.5
1
72031
p9
0.57
5
0
5.57 E185
B-C
985
220
NoA
0-5
Bermuda/Smallgraln
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: Billy Houston�� Date 12J18103

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
/ Operator Name Agri -Grow Farms
Adress 359 Blackmore Rd
Warsaw, NC 28398
Telephone [phone]
ABLE 1 - Field Specifications
COUNTY Duplin
DATE 2.I18./03
Tract
Number
Hydrant
or
rlald (1)
U Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Approximate
Maxlmun
Useable Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soll Type
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
72031
p10
0.6
2.14
0
2.74 EE90
B-C
390
239
NoA
0-5
Bermuda/Smallgraln
0.5
1
72030
p11
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0-5
Bermuds/Smaligraln
0.5
1
72030
p12
0.57
4.66
0
5.23 E185
B-C
922
220
NoA
0-5
Bermuda/Smallgrain
0.5
1
72030
p13
0.3
2.3
0
2.6 EE90
S-C
775
129
NGA
0-5
Bermuda/Smallgrain
0.5
1
72030
p14
0.6
1.3
0.5
2.4 EE90
B-0
235
239
NoA
0-5
Bermuda/Smallgrain
0.5
1
1 see attached map.
Total field acreage minus required buffer areas.
Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the sO and crop used.
Wettable Acre Computational Worksheet Completed by: Billy Houston Date 2./18./03
0

I
��NVUON 1 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T — Specify size when ordering
Flow Path
4cft, kv
0,7 0' 0.80" 0.90" 1,0" 631 1.2" 1.3" 1.4'
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DiA. Fl
GPM
DIA. F.
GPM
DUI. FT.
GPM
DIA. FT.
GPM
DIA. Fr.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
265
182
305
225
325
275
345
330
365
385
3130
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
440
545
460
632
481
150 TAPER RING NOZZLE
150TR
Body Taper Ring Cap
150TR = Body + Cap + 1 Taper Ring
#9773 #9238-??? #6286
Specify size when ordering
CDFlow Path
0.88" 0.96"
1.04" 1.12'
1.2" 1.28" 1.36'
9238-022 9238-02A
9238-026 9238-028 9238-030 9238-032 9238-034
PSI
GPM
DIA. FT.
GPM
DIA, R
GPM
DIA. FT.
GPM
DIA, Fr
GPM
DIA. FT.
GPM
DIA. Fr.
GPM
DIA. Fr.
1` 50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
294
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
181
320
1 220
340
1 262
357
1 313
377
1 368
396
1 429
411
1 495
424
100
191
329
1 231
350
1 277
366
1 330
386
1 38S
4135
1 A52
423
1 522
436
110
200
339
243
359
290
376
346
397
1 407
416
1 474
433
548
446
120 '
209
349
253
369
303
386
361
407
1 425
426
495
443
572
457
150 RING NOZZLE 150R
C°MPONFtm:
Eody RingCap
15OR = Body + Ca + Set of 7 Rings
#9773 #6287-???
#b2Hb
Specify size when ordering
(i-LD
r(�}l
Flow Path
0,86" 0.97'
1.08" 1.18"
1.26" 1.3A"
1.41" 1.47"
6287-086 6287-097 6287-108 6287-118
6287-126 6287-134
6287-141
PSI
GPM
DIA, FT.1
GPM
DIA. FT.f
GPM
DIA. FT.
GPM
OIA_ FT.
GPM
DIA. Fr.
GPM
DIA. FLU
GPM
DIA. FT.
GPM
DIA. FT.
50
1100
245
; 130
265
1 165
285
205
300
255
320
300
335
350
350
385
353
60
110
260
143
280
1 182
300
225
315
275
335
330
350
385
365
423
368
70
120
270
155
290
197
310
245
330
295
350
355
365
415
380
458
383
80
128
280
165
300
210
320
260
340
315
360
380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
157
315
204
335
1 258
360
320
380
385
400
465
420
545
435
603
439
rfvnw. n. 6v.d er. 7�' vrq.enp s9 G-f 1 a 1, dia�.d y ,.:,d voor f soxc .,woo mdco,. cr,r roams.. r+J.o-. rripdd.�
Nelson Irrigation Cnrpomfm Mi Ai"d Rd Walia Wuh, WA 9W USA Tei: 5MSl J60 fa:: 5095157901 E-mml: adsm@eelmirrlam Wcb site: wwAdsoairrigafimcom

CAW',[? Wcci l-A-. c
Triveling Gun 56d Dau sheet 2.'20R9
Eard Hose Traveling Gun System
FIELD DATA SHEET
I - Make and model numbed
2. Hose length ��f _[feet] and hose inside diameter (ID) ,oz [inch]
3. Gun make and model number Allf,,
4. Gun nozzle size j, l [inch], ring orifice, taper bore orifice.
5. Gun arc angle !kC' [degre�s]
6. Travel lane spacing,) [f et]. Indicate whether unil-orrn, random.
Number of exterior hydrants Number of interior hydrants 41
7. Gun wetted diameter j [f et]. `/measured, based on gun chart.
5 . Gan pressure [psi]. observed at working gauge,
determined f-orn gun chars, calculated (slow calculations)
*"9. Operating pressure at hose reel [psi]. observed a- w-or�ing gaugz�,
—Pro-,ided by owTiar.
* 10. Supply fine see G " [inch] (IL om pump to last hydrant).
"* 11. Supply line length fee: (,L:axi:-num pumping distance).
} W �K 12- Supply line to.-pe PVC, aluminum.
I3- Pump make a.-,d rrrodel number
- ��' nk� tt `t c r7
1 Y. P• MI) CaDa-Ci i, [;Z.lz� .
13, Engi::e make and- model nurnber 'j A,
ar .
x" 16. Eletrric mJt.r i?o: sepr, « er acid rpm [hp]
Oie' Ii t5 Sireraly ntco avnended tha-. oiler atimg press: -re a: "slle re,-z'tu »:R
b-a field deter s r"�
Locai� -aw% r.vdra:-lt oP• a cL":pti' of the rna7 Indicate flhe Start a,:d s:C)o o F i l-2 sDrL'klCler _ 1rt
for each trav-zl lane and show dlst'_;1Lt. tra. eiad. Sho"- the coca i•O of t:-ie supply line.
Irrigated acres w�? be detenTdr:ed by fame
Optional da-m. f'1rr,. sh where possibl=.
*`* Ir-D—.atio�i fiurnished by
and or ^_ �^ -
5c_ or Fa�iiiry Representati�. _ Si_ ,�-- o; Te_nni aI Spezialist
_ Onrtit GraLim LIN, 1 �In zr-4-
PL- n:td \a of O--,e; or - acilivY Repr2stntaii:_ Prnted ra.Lne o;`T.—cmi:21 Spezia]isr
ate D Date_ ,1 00
`*: Onh :ne person or persons collecting the data should sign the daEa sleet.

„brksherts rrray be r:erdrd) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) -_�_I '? n Field number (identification)
2. Irrigation system designation Eyisting irrigation system New/expanded irrigation system
3. Dumber of travel lanes # Interior lanes 1 n Exterior lanes 9� feet] Length of pull(L1)
_ r Interior lanes T Exterior lanes Qy-D [feet] Length of pull(L2)
E Interior larzes r Exterior lanes Ler:o.,-1 o puli't3)
4. Wetted diameter �5� (feet] from Field Data Worl-sheet
5. Spacing J.) o Hvdrant spacing [feet] (as a percentage of'tiet.zd diameter]
6. Hydrant layout � kfultiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L_) Interior or 1 Exterior (lane/hydrant)
. 6 °- (a) Acres start end of pull from Table F610 Column 0
(b) acres middle portion of pull (1-1)
{Pull length (feet] X Wetted v idtl?a3 � [feet]) / 13,560
(c) acres stop end of pull from Table �E:) 7 Column r,
_L.c_ Total acres for travel Iane length (L1) (Sum: a + b + c)
Travel lane length (L_) 2 Interior or �F-xtedor (lane hydrant)
•. `? (a) Acres start end of pull from Table FIFJ— Column C
(b) Acres middle portion of pull (1-2)
(Pull lengthggo (feet] X Wettedr,�ti dth 220 (`eetl] / 43,560
(c) acres stop end of pull from Table CTLL Column
.1 2 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, 3 Interior or Exterior (lane/hydrant)
_yam (a) Acres start end of pull from Table -ErP:r Colunin G
4. `lr (b) Acres middle portion of pull (1-3)
(Pull len,c th?�r [feet] X Wetted width jaD [feet]! / 43,a60
(c) Acres stop end of pull from Table CTP�— Column G
4-'1 1' Total acres for travel lane length (L3) (Sum: a + b + c)
8. %fultipEy the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
6. bn (a) Acres per travel lane length (1.1) X it Lanes = :acres
(b) Acres per travel lane length (1-2) X n Lanes = acres
'-911 (c) Acres per travel lane length (1-3) X # Lanes = acres
&--i + 8b + 8c) -
Wettable Acre Computational Worksheet Completed by: Date: 17
Signature of teclinical specialist
15

„rluherts way be needed ” .- ��, ,t
b
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE T_RAYE
IRRIGATION SYST
1. Farm number (identification) j 1 -2� Field number (identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes n Interior lanes 4 n Exterior lanes o1b feet] Length of pull(L1)
Interior lanes r Exterior lanes qJs [feet] Length of pull(L2)
6 = laterior = L:::zr�: la zs
4. �\'ar _ Lenl;::i o; p :i<<,i_3t
ed d:a - _t?r L5�L fr et] from Field Data
S. Spacing Hydrant spacing {feed a as
[ ercenta7� a
p ,.. of .%etred diameter]
6. Hydrant layout ✓multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropria.e table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or 4 Exterior (lane/hydnrit)
b� (a) .acres S,3 1 end of pull from Table t:E9a
Colurr.n ff
4.91 (b) Acres middle portion of pull (L1)
(Pull length PO (feet] XZ\ptted .:iGt: r�
(f� t]' 1 3,560
(c) .acres stop end of pull from Table CE-i
Col}ur: n
5.3 - Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L_) interior or S` Etiterior (lane,`hydrant)
. 60 (a) Acres sta.L end of pull frorn Table EE?
Ccl _:=-t 6
S_. LtO Cn) Acres middle potion of pull (L21
JP11 length 9ols [feet] X Wettz r::dt^ -2-31
43,560
(c) .acres stop end of pull from Table EE:r
Colum n �-
6,0 Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane leng-Lh (L-6 Interior or Exterior (!a,e1h%-Brant)
- S`7 (a) .acres start end of pull from Table
Colun',n G
4. 3 (b) .acres middle portion of pull (L3)
(Dill length8?gp [feet] X Wetted wid:h Z2a
[feet11 / 43.5,50
(c) .acres stop end of pull from Table E- Tr
CoIurnn c
4?9 Total acres for travel lane length (1-3) (Sum: a + b + c)
S. `ful,ip:% the tabulated acreage value per travel u � ti-, u"
- p pull b}' the nu:- of e.�..�
'
o; each
ca;egon' in the field- Add all of these, and this is the total irrigated acreage for the
field.
(a) Acres per travel Brie length (L1) X 4 Laries —
6r Q (b) Acres per travel lane X u length. L2' rr Lanes -
( 1
.acres
(c) Acres per travel lane length (L3) X # Lanes =
.acres
acres
re or a um: Sa + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: t -»
p 71 Daze: r? / ;
5+gnvu.e of technical speciaNst
s

rl
„brkshects ,tiny be tier, led) HARD HOSE T .. LE
IRRIGATION SY
STEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3 1-1& Field number (identification)
2. Irrigat'son systems designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes _:�2:_ # Interior lanes n Exterior lanes #fir feet] Length of pull(LI)
r Interior lanes p7 # Exterior lanes 7e4 [feet] Length of pull(L2)
In, r'or lanes d - t:�;2�iur i3^2S 4+?-�~ [:_��i Le.-o.h of pl;lti i..3J
4. Wette.d�S`? [feet] from. Field Data 11'orlsh:et
S. Spacing .12 o Hydrant spacing [feet] [as a percentage of wetted dia,-peter]
6. Hydrant layout 'Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull -for. the given Hewed diameter from the appropriate table and column
based on parem, spacing, and travel lane location.
Travel lane Iength (L—) Interior or — Exterior (lane/hydrant)
(a) Acres st3_t end of pull from Table == Coiuri:
(b) Acres middle po:-tion of pull (LI)
[Pull length [feet] X �1�etted 13,3oQ
(c) Acres stop end of pull from Table _ Co?u:' n `
tr1 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L_) Interior or `1 l=rterlor (lane,'hvC1rant)
.Go (a) .acres sta= L end of pull from Table EFa o Celumn -0
LJ .3 3 Co) acres middle portion of pull (L2)
[Fla?1 [ens h 7S�_ [f.et] X Wette �,'.d;^,_21L "eet]i / 43,560
1.
(c) Acres s,op end of pull [torn Table CC x Colu,nn
4.93 Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lanerhy'drant)
60 (a) .acres start end of pull from Tab?e E-E4y Colun n Q
,3•4o (b) acres middle portion of pull (1-3)
{Pull length Wtr feet] X Wetted width 133 [feet]} / 413.360
(c) Acres stop end of pull from Table EF 10 Co?urr.,.
6,0 Total acres for travel lane lengtli (1..3) (Sum: a + b + c)
S. Multip:ov the tabulated irriga.e,J acreage value per travel pull by the number of pu? s of each
ca`egon, in the field. Add all of these, and this is the total irrigated acre-i for the field.
(a) Acres per travel lane length (LI) X 4 Lanes = Acres
4.13 (b) Acres per travel lane length (L2) X Lanes = Acres
6ao (c) acres per tras-el lane length (1-3) X —# Lanes = - Acres
e acres f or e (Sum: 8,1 + 8b + 8c)
«'enable Acre Computational NVock-sheet Completed by:
Date:
SFgnatu:e of technical saecia',ist
15

` t�i'T{--'
- .6F�i`1•w �►�Jls:.• -�' ,� i ari�^ � �, L r'� - T• 4��j..ry} .
.• - a . =� ,�� <��+�� �� r.;.. � ,oAfiDE •T
rksheets rrnrp be nented� _` k. HHOSE
IRRIGATION.SYS'
Hard Hose Traveling G.un• System
COMPUTATIONAL WORKSKEET
1. Farm number (identification) 31-z 6 Field number (identification)
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3_ Number of travel lanes ,9 # Interior lanes n Exterior lanes 9 )!5- feet] Length of pull(L1)
r Interior lanes 10 Exterior lanes Zta (feet] Length of pull(L2)
lili2r3Jr is^�sio. ;a zs fir; (-_ ; Le�_o.. o pt:ll(1-3)
4- W-2ttpd diarr eter [feet] from field Data Won sheet
S. Spacing �2-0 Hy dram spacing (feet] [as a percenta;e of v.�'etted diameter]
n. Hydrant layout ..'Ault ple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the glven-wetted diameter from thie appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L_) .9 Interior or — Exterior (lane/hydrant)
5 7 (a) .acres st3 ft end of pull from Table Ems Coluit::, L'
S ° (b) Acres middle portion of pull (1-1)
{Pull length 9?3 [feet] X Wetted 2.1 � ;:ezt]; / 13,560
(c) .acres stop end of pull from Ta5!z LLFs - Cols. mrt c
S,S-') Total acres for travel lane length (1-1) (Seim: a + b + c)
Travel lane length (I� Interior or,LExterior (lane,'hydrant)
.65 (a) .acres star-L end of pull from Table EF=; D Cc!umn G'
1•i�F (b) .acres rZidIle portion of pull (t?)
(Pull ler:o h 9D (feet] X %Vetted,;;tzh: 2-3j [_2et]; 143,560
(c) .acres stop end of pull from Ta5'e CE=1 > Cola: -In
2.94 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel Ia-ne length (L-) Interior or 11. Exterior (lanefhVdrant)
b� (a) .acres start end of pull from Table EE3 :1 Column P-
T,40 (b) .-acres middle portion of pull (1-3)
{Pull length (feet] X Wetted wi`th (fzet]j 1 43,So0
(c) acres stop end of pull from Table LEI? Column r
6,D Total acres for travel lane length (U) (Sum: a + b + c)
S. Llulririv the tabu!a;ed irrigated acreage value per travel pull by the nurnbe. of CL"l.s of eac.h
category in the f;=e!d. Add ali o: these, and this is the total irrigated acreag: far the field.
,SS7 (a) Acres per travel lane length (Ll) X �� Lanes = Acres
(b) Acres per travel lane length (L2) X n Lanes = Acres
(c) Acres per travel lane. length (1.3) X # Unes = Acres
tad cres or a um: &-r + 8b + 8c)
Wettable acre Computational Worksheet Completed by: _ (� ,Y,X 1 Dater M�J
s+gnaw-e of technical spe[ia'ise
1S

.vrksherU rnn� be nenlyd) - - . HAR© HOSE
IRR1GA710N SYSTEIV(
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3 1-2 b Field number (identification)
2. Irrigation system designation Existing irrigation system New expanded irrigation system
3. Number of travel lanes 12 #r Interior lanes # Exterior lanes V-2 feet) Length of pull(L1)
P Interior lanes 13 n Exterior lanes i?-s [feet] Length of pull(L2)
Inte�o: puli;t3) _e
4. We--d d.--Teter 1KY- H-eet) from Field Data Wor'-sheet
S. Spacing 220 H%-drant spacing [feet] [as a percentage of wetted diameter)
b. Hydrant layout ✓'Multiple hydrants Single hydrant Excessiv-21y spaced hydrants
7. Read the irrigated area per tray el pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel iane length (L_) — - Interior or _ Exterior (lane/hy'drarit)
-J7_ (a) acres sta end of pull from Table Colur'�nn 6
(b) Acres middle portion of pull (1-1)
(Pull length V2 [feet] X
(c) acres stop end of pu!l from Taa!e r �.� CoIUMin C-
S. 11 Total acres for travel lane length (11) (Sum: a +. b + c)
r(
Travel lane length (L-) Interior of 1.3 Exterior (lane, hydrant) L a'b = �
0.3 (a) acres start end of pull from TaNle EE? � Ce?um—i Q
2.3 (b) .acres middle portion of pull (1-2)
[ w!l ten, h %75- (tee,,] X Wettzdfcr•dt^ 12=i ['eezIl ! 43,560
(c) Acres stop end of pull from Tab!eEt -? _ Colurr n c
,2.60 Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane;hvdrantl
O.b (a) .acres start end of pull from Tabl: ffi 0 Column. V
1 3 Cb) acres middle portion of pull (1-3)
(Pull length.2_3- [feet] X Wetted width-239 [feet]i / 43.560
0.50 (c) Acres stop end of pull from Table EE10 Co!urnn G
2.4 Total acres for travel lane length (L3) (Sum: a + b + c)
S. Multip:V the tabulated irric-a;e,J acreage value per travel pull by the nu:nbet o; pi.:'_;s o; each
ca'egory in the field. Adel al! of these, and this is the total irrigated acr_a ? for the fiel`.
S.Z3
(a) Acres per travel lane length (1-1)
X
Lanes =
acres
ILL_
(b) ,acres per travel lane lend hJI-2)
h
a Lanes =
Acres
2,4
(c) Acres per travel lane long h (1-3)
X
# Lanes =
acres
s e a e acres or e{Sum: &3 + 8b + 8c)
Wettable acre Computational Worksheet Completed by: � Date: !7 �
S+gnvu.e of technical specialist
05

w-
1'
�1ZOvQt- sky %
I'd SEBb-E62-016 goegiew4oS eitayS eira:60 60 0i oaa

st D�i� 3U�Y r �1f7#095 fOR RNA RNIC «COONS
APPENDIX 1. LAGOON! SLUDGE SURVEY FORM
A. Farm Permit or DWQ Identification Number_ %
B. Lagoon Identification ' r
r
2
C. Person(s) Taking Measurements
D. Date of Measurements 1172
REVISED AUGUST 2008
E. Methods/Devices Used for Measurement of: f
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":.
F. Lageon Surface Area (using dimensions at inside top of bank): `t--, , --(acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have
been built differently than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1, 33 acres: Use 8 oints.
b. If more than 1.33 acres, acres x 6 with aximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the estimated
number of sampling points needed. Number the intersection points on the lagoon grid so that data recorded at each
can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of the
pump intake, take measurementof distance from liquid surface to top of sludge layer and record it on the Data Sheet
(last row); this must be at least 2.5 ft when irrigating -
I. At the time of the sludge survey, also measure the distance from the Maximum liquid Level to the Present Liquid Level
(measure at the lagoon gauge pole): J-3
1. Determine the distance from the top of bank to the Maximum Liquid Level:
(Use lagoon management plan or other lagoon records.)
K. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level:•
(Use lagoon management plan or other lagoon records.)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level: �.
(Item K minus item I, assuming the present liquid level is below the Maximum Liquid Level.)
M. Record from the Sludge Survey Data Sheet thvdistance from the present liquid surface level to the lagoon bottom
(average for all the measurement points): _ k,. a -
aN. Record from the Sludge Survey Data Sheet the distpncje frorn the present liquid surface level to the top of the sludge
layer (average for all the measurement points): _
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
R Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item Q:
Q_ If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item O is
equal to or less than Item P, you do not have to determine volumes. s-
Completed by: C.. �U4''�''� ` Date• J r �04)
Print Name Signature
b •d SEBb-CGE-Oi6 4oegiewgoS a1194S e9a:6O 60 OT 00a

r
Appendix 2. Sludge Survey Data Sheet* Revised August 2008
Lagoon Identification: �^ (r Q'o�
Completed by: \ G4 L= vu
print IUmmn
Ira
s/IdCON
(A)
Grid
Point
No.
(B)
Distance from liquid
surface to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (soil)
(C) minus (B)
Thickness of sludge layer
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
�� r r
1
1� r j
2r`l
1/
3
���
if
/
4
5
6
r i
ri
7
L� .
8
9
10
�Lei
��♦
�.�y;
12
13
• t
-t I
14
16
17
C y
18
U.
19
�'i '
�71
20
21
f-7
22
•�
'a'
23
24
r
Number of points with
readings
r �
d
X
� �
X
Average
of
points
J
At
pump
intake
X
X
X
X
*All Grid Points and corresponding sludge laver thicknesses must be shown on a sketch attached
to this Sludge Survey Data Sheet. See Appendix 4 fbr conversion from inches to tenths of a foal,
E'd SEBir-E6Z-0T6 4oe4TewuoS elTa4S eSZ=60 60 OT o9a

i
3'l0
o . ® a
ilk r • o •
7.'1 'a 3
e � � a s � •
ME
de
a�D
tj
Z'd SEB�-E6Z-Qi6
yoegiewgoS ejta4S
e5Z=6D 6O bT aaa
m

SLUDGE SURVEY METHODS FOR ANAEROBIC LAGOONS
APPENDIX 1. LAGOON SLUDGE SURVEY FORM t / REVISED AUGUST 2008
A. Farm Permit or DWQ Identification Number C11 LO
B. Lagoon Identification LA� iGI It ri
C. Person(s) Taking Measurements
r ,r
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer: 1. `
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon: . 11
c. Thickness of the sludge layer if making a direct measurement with 'core sampler": 1
F. Lagoon Surface Area (using dimensions at inside top of bank): 4.1 q (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have
been built differently than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use B points.
b. If more than 1.33 acres, �%1 acres x 6 = � with rr,aximum of 2A.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the estimated
number of sampling points needed. Number the intersection points on the lagoon grid so that data recorded at each
can be: easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2). Also, at the location of the
pump intake, take measurement of distance from liquid surface to top of sludge layer and record it on the Data Sheet
(last row); this must be at least 2.5 ft when irrigating.
L At the time of the sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level
(measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level:
1
(Use lagoon management plan or other lagoon records.) K. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level: 3,05
(Use lagoon management plan or other lagoon records.)
L. Calculate the distance from the present liquid surface level to .he Minimum ILiquid Level:. e S
(item K minus Item I, assuming the present liquid level is below the Maximum Liquid Level.)
M, Record from the Sludge Survey Data Sheet t distance from the present liquid surface level to the lagoon bottom
(average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the dist nce,ttfrom the present liquid surface level to the top of the sludge
layer (average for all the measurement points): `7
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P Calculate the thickness of the existing Liquid Treatment Zone k;ltem N minus Item Q:�
Q. If Iterr, O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item O is
equal to or less than Item P, you do not have to determine volumes.
y
Ccm leted by: �t,IC. SC•�1L�jP�- ��J-,c.`''- Date: 5�
r
Print Name Signature
8
L.'d 96OV-662-016 yoegiewyoS ejYatIS eLZ:60 60 01 360

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identification: L� try a
Completed byR EN L-SU" �k:�,
Print h1nma Sinnatnre
Rwdsed August 2008
0;a
Date: ':> 1 L
(A)
Grid
Point
No.
(B)
Distance from liquid
surface to top of sludge
(C1
Distance from liquid surface
to lagoon bottom (soil)
(C) minus (B)
Thickness of sludge layer
Ft. & in.
Ft tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
2
3
`'�
`
4
�`� �'ir
�"�-1y
6
��
�(Y
7
li
9
10
Il' �'
�'�. (0,12
ti
13
14
15
16
17
18
19
20
21
22
23
24
Number of points with
readin s
5
`
X
X
Average
points
l` J S � f
l
At
pump
intake
X
X X
X
*All Grid Points and corresponding sludge Jayer thicknesses must he shown on a sketch a1~tached
to this Sludgg Survey_ Data Sheet. See Appendix 4 for conversion from inches to tenths of afoot
9'd 5E8b-E6Z-DT6 4oegleW4oS ettayS e92:60 60 01 oaa ;

Sao
-t�.
r•
9'01 SEBb-E6z-Oi6 4oegjewgoS e13a4S e9Z=60 60 OT oan

SLUDGE SURVEY METHODS FOR ANAEROBIC LAGOONS
APPENDIX 1. LAGOON SLUDGE SURVEY FORM REVISED AUGUST 2008
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) Taking Measurements
D. date of Measurements
E. Methods/Devices used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have
been built differently than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points.
b. If more than 1.33 acres, acres x 6 _ with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the estimated
number of sampling points needed. Numberthe intersection points on the lagoon grid so that data recorded at each
can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of the
pump intake, take measurement of distance from liquid surface to top of sludge layer and record it on the Data Sheet
(last row); this must be at least 2.5 ft when irrigating.
I. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level
(measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level:
(Use lagoon management plan or other lagoon records.)
K. Deterrlaine the distance from the Maximum Liquid Level to the Minimum Liquid Level:
(Use Iagoon management plan or other lagoon records.)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level:
(Item K minus Item I, assuming the present liquid level is below the Maximum Liquid Level.)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom
(average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the sludge
layer (average for all the measurement points):
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item Q:
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. if Item O is
equal to or less than Item P, you do not have to determine volumes.
Completed by:
Print Name
8
Signature
Date:
B'd SBBb-E62-016 40egiew4oS eiiO4S eLz:60 6o 01 oaa

M ANIMAL FACILITY ANNUAL CERTIFICATION FOX0 Q 4 2008
Certificate of Coverage or Permit Number . W 5 1 o County dU4.0
Facility Name (as shown on Certificate of Coverage or Permit) C:k_ 1 hilt iyf F_MS !�
Operator in Charge for this Facility _ P E. �� _ �-P��� _ Certification c1� ` �•�n l
Land application of animal waste as allowed by the above permit occurred during the past calendar year
V YES NO. If NO, skip Part I and Part II and proceed to the certification_ Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I: Faeilitt Information:
1. Total number of application Fields 0 or Pulls 4please check the appropriate box) in the Certified Animal
Waste Managein6Plan (CAWN[P): L4 Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls (please check the appropriate box) on which land application
occurred during the year: _ Total Acres on which waste was applied 6 �
3_ Total pounds ofPlant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAVIW and
the permit: rs 3 �d
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
� aso
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest \ b , i o "
Smallest . Y - 1;�sQ
(These numbers are for informational purposes only since the only permit limit on the number of animals at
the facility is the annual average numbers)
8. Facility's Integrator if applicable: p+ .0 (t�� S�zjkpQ LL L_
Part H: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EYPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during [ Yes ❑ No
the past calendar year. ]RECEIVED
APR 0 3 2008

J
2 Tine facility was operated in such a way that there was no direct runoff of waste from
14 Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
Yes ❑ No
the past calendar year.
S. There was no PAN application to any fields or crops at this facility greater than the
Yes ❑ No
levels specified in this facility's CAW W during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
�Yes
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permittee Name and Title (type or print)
of Permittee
gig6ature of Operator in Charge
(if different from Permittee)
Date
3.1 Lo�w
Date
I

Appendix 3. Lagoon Sludge Survey Forth
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification _ Lb t�+,0 t - -
C. Person(s) takingMeascuements
D. Date of Moments �� l
E. Methodslllevices Used for Measurement of: le V
a. Distance from the lagoon liquid surface to the top of the sludge layer:
�'
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "rota samplers':
F. Lagoon Surface Area (using dimensions at inside top of bank): _ - L4, IC� _(acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surfam area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, ti . i ai acres x 5 = L4'k , with maxim= of 24.
(Using ski and dimensions, develop a uniform "grid" that has number of intersection poimts that thatch
most closely with the estimmfed number of sang pomts needed. Number the gnd intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheer.
I. At time of sludge survey, also measure the distance from the Maxim= Liquid Level r 1
to the Present Liquid Level (measure at the lagoon gage pole):
I. Determine distance from Maximum Liquid Level to Mu mum Liquid Level:
(Determine from plan or other lagoon records)
K. Calculate distance from present liquid surface level to M u mum Liquid 1
level: Item J — Item I, assuming present liquid level is below Max_ Lis;. Level•
L. Record from sludge survey data sheet the distance from the present liquid surfra:e level ''
to the lagoon bottom (average for all the measurement points):.
Ni Record from sludge survey data sheet the distance fram the present liquid surface level
to the top of the sludge layer (average for all the measurement points): t
N. Record from sludge survey data sheet the average thickness of the sludge layer: 1
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K): ko
(Note: If item O is less than 4 fr., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more infarmatJion.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge vohrme for rectangular shaped
lagoon with uniform side slope.
Completed by:) R-4r- e - sr-i P . � � J-�� L Dater
Print Name Signature

.Appeadm 4. Sludge Survey Data Sheet
Lagoon Ider0cation:
Sludge Survey Data Sheet f ;aN * 1.
Completed by.__� E ��i1tt Qate: f
Print Name Signature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to to of sludge
(C)
Distance from liquid surface
to lagoon bottom sail
(C)-(B)
Thickness of sludge
Is er
Ft. & inches
Feet tent#ts
Ft & inches
Feet ften!!isl
Ft. & inches
Feet tenths
+i�
L
rJ
�r Lk
4 11
7
10
P
t
12
13
14`.rN
✓ �} 11
16
f ;
i
is
'
19
20
21
22
23
24
J `trJ
C/4lii
Average
J- ✓�
w,f
`�f
!All Grid Paints and cMreseoBOLE sludge layer thigiz Mmust, k shown an a sketch
aMchtd to this Stu a Data Sh t.
See Appendix 6 for conversion from inches to tenths of feet

z%- vtotr-r- :>v1`Nc..1 '.31d\�jIQ-6
3 0P
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P. 01
TRANSACTION REPORT
APR-08-2008
TUE 12:08 PM
FOR: NCDENR
9103502004
SEND
>k
�
DATE START RECEIVER
TX TIME PAGES TYPE
NOTE
M# DP
>x
�
aX.
APR-08 12:07 PM 919102934835
16" 1 FAX TX
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172
TOTAL, :
16S PAGES:
1 :K
ANIMAL WASTE MANAGEMENJ SYSTEM
OPERATOR nj CEL4XGE
USIGNATIONE911M
ANIMAL WASTE MANAGEMENT SYSTEM:
Facility ID Number: County:
ittlttt!!#ttfllit*iwtltiwtltliiiitirtiwtwtwiiiw!ltitiii**tt**+
OPERATOR LN CHARGE
Home Mailing Address
City State 7AP
Cerdacate * social Security #
Work Phone Home Phone
Signature Date
lftti!!!!!!tltiiw*!wwlrtiwwlttlttt#i*+tttt*iwtttitiiiwlttttti.
OWNER
Mailing Addreis City
State zip Telephone#
Signatore Date
iiitwtt,Ott,►twttlrt#rlattirelwitltttttlttrt*ttl:ttxir+rtif rt:ttliii!
Please Mail to: WPCSOCC
Division of Water Quality
1619 Mail Service Center
R2leigh, N.C. 27699-1618

�F WArF9
Michael F. Easley, Governor
QG
mot
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
February 8, 2008
Sheila Schmalbach
Gilt Free Farms
314 Cypress Creek Road
Wallace, NC 28466
FF9 2 2 7008
1 + �� Subject: Certificate of Coverage No. AWS310026
3 Gilt Free Farms
Swine Waste Collection, Treatment,
- ' Storage and Application System
Duplin County
Dear Sheila Schmalbach:
In accordance with your Notification of Change of Ownership received on January 23, 2008, we are
hereby forwarding to you this Certificate of Coverage (COC), issued to Sheila Schmalbach, authorizing
the operation of the subject animal waste collection, treatment, storage and land application system in
accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Gilt Free Farms, located in Duplin County, with an animal capacity of no
greater than an annual average of 10,560 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for. every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS310026 dated July 1, 2007, and shall be subject to the conditions
and limitations as specified therein. Pursuant to this COC, you -are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC.
An adequate system for collecting and maintaining the required monitoring data and operational
information must be established for this facility. Any increase in waste production greater than the
certified design capacity or increase in number of animals authorized by this COC (as provided above)
will require a modification to the CAWMP and this COC and must be completed prior to actual increase
in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit,' it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
i �o�nCarolina
dvatura!!y
Aquifer Protection Section 1636 Mail Service Center
lntemet: www.ncwatercuality.org Location: 2728 Capital Boulevard
An Equal Opportmity/Affirmative Action Employer- 50% Recycled00% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 276D4 Fax 1: [phone]
Fax 2: (919) 715-6D48
Customer Service: [phone]

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 Perrnittee 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 2T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS':standards �a .100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond; or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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 Iimitations 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
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
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files Permit File AWS310026
AFO Files

WAr�9p
�CF
G
Michael F. Easley, Governor
�01
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
February 8, 2008
Sheila Schmalbach
Gilt Free Farms
314 Cypress Creek Road
Wallace, NC 28466
BY:
FF9 2 2 ?008
i� Subject: Certificate of Coverage No. AWS310026
aJ� Gilt Free Farms
Swine Waste Collection, Treatment,
r Storage and Application System
Duplin County
Dear Sheila Schmalbach:
In accordance with your Notification of Change of Ownership received on January 23, 2008, we are
hereby forwarding to you this Certificate of Coverage (COC), issued to Sheila Schmalbach, authorizing
the operation of the subject animal waste collection, treatment, storage and land application 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
of animal waste from the Gilt Free Farms, located in Duplin County, with an animal capacity of no
greater than an annual average of 10,560 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for. every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS310026 dated July 1, 2007, and shall be subject to the conditions
and limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC.
An adequate system for collecting and maintaining the required monitoring data and operational
information must be established for this facility. Any increase in waste production greater than the
certified design capacity or increase in number of animals authorized by this COC (as provided above)
will require a modification to the CAWMP and this COC and must be completed prior to actual increase
in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General ' Permit ' it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
r4 Carolina
17Q'Qll#
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwate ual" .or location: 2728 Capital Boulevard
An Equal OpportunitylAefirmatnre Action Employer- 50% Regdedl10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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 2T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS'standards,a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or' any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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
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 Coieen H. Sullins
Enclosures (General Permit AWG100000) .
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files Permit File AWS310026
AFO Files

f vI
ANIMAL FACILITY ANNUAL CERTIFICATION FORMAPR 0 4 2008
a3\QZ4�1
Certificate of Coverage or Permit Number County _ QU 1 ay. Year 200
Facility Name (as shown on Certificate of Coverage or Permit) 1 L-i t r- it (Z.iM.S LL C
Operator in Charge for this Facility 2CT� S(-WTASPR TV A Certification .
Land plication of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. NNO, skip Part I and Part H and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields 0 or Pulls 0 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): L _ Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls 1 (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied (>
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
71:�\ \
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: ! 7D
5. Estimated amount of total m ure, litter and process wastewater sold or given to other persons and taken
off site during the year P tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
C� !�5b
7. Largest and smallest number of animals by type at this facility at anyone time. during the previous year:
Largest
Smallest -% a 5o
(These numbers are for informational purposes only since the only permit limit on the number of animals at
the facility is the annual average numbers)
8. Facility's integrator if applicable: _ JIZ- 1�, 1A1\ IM�0W T,3 L L
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during I/ Yes ❑ No
the past calendar year. RE+ Gr E IvE j)
APR 0 3 2008

2. The facility was operated in such a way that there was no direct runoff of waste from
L"1 Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
Ef Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
d Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
d Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWW were maintained during the past calendar year on all
Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
(A Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belieC true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Pernuttee Name and Title (type or print)
Signature of Permittee
Signature of Operator in Charge
(if different from Permittee)
?A <3-6-
Date
Date

Appendix 3. Lagoon Sludge Survey Form c�
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification , �-. � ���`� - 1- -L x -
C. Person(s) taking Measurements
D. Date of Measurements 3O i
E. Methods/Devices Used for Measurement of.
a. Distance from the bgoon liquid surfacae to the top of the sludge layer.
b. Distance from the lagoon liquid ace to the bottom (soil) of lagoon:
�,zuxD gvL F i
c. Thickness of the sludge layer if making a direct went with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): Q 1 (acres)
(Draw sketch of bgoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use S points
b. If more than 1.33 acre, � _ acres x 6 = 1 . with maxis= of 24.
(Using sketch and dimeamons, develop a uniform "grid" that has nm uber of won points that match
most closely with the astintated number of sampling points needed Number the grid intellection points era
the lagoon grid to correspond with the data to be recorded for points of met)
H. Conduct sludge survey and revord data on "Sludge Survey Data Sheet".
I.
At time of sludge survey, also measure the distance from the Maximum Liquid Level
E I1
to the Present Liquid Level (measure at the lagoon gage pole):
J.
Determine distance from Maximum Liquid Level to lATmumum Liquid Level•.
(Deterurinc 5Dm Plan � other lagoon records)
K.
Calculate distance from present liquid surface level to Minimum Liquid
level: Item d - Item I, assuming present liquid level is below Max. Liq. Level:
i1
10
L.
Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M.
Record from sludge survey data sheet the distance ixom the present liquid surface level
j
to the top of the sludge layer (average for all the measurement points):
• cGi
N. Record from sludge survey data sheet the average thickness of the shidge layer.
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): _i_,_2
(Note: If Item O is less than 4-ft., a sludge mnoval and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more mfarmation.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by:) _C-� SL NS � 3P�-i -� luj Date: aC;
Print Name Signature

Appendix 4. Sludge Survey Data Sheet
Lagoon ldenMcabon:
Sludge Survey Data Sheet ),IIC-•,---
Completed
Date:
Print Name Signature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to of stud a
(C)
Distance from liquid surface
to la oon rn soil
(C)-(B)
Thickness of sludge
la ver
Ft. & inches
Feet tenths
t. & inches
Feet nths
t. & inches
Feet tenths
2
'
!/
4
�1•i.
; .`fi
r
Af
7
1
r
9
10'
11
U
12
fit,` �'
k . L
13
14
15
16
17
18
19
20
21
22
23
24
Average
r
i
G� ,
k
*All jjrid Eoints and prEM9ndIng sludge is er thickness must be sh wn on a sketch
attached to this Sludge Saaev Data Sheets
See Appendix 6 for conversion from inches to tenths of feet.

so
("n
jib"
a,1-1 NakE

WARQG Michael F. Easley, Govemor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Coleen N. Sullins, Director
Division of Water Quality
Sheila Schmalbach
Gilt Free Farms �kf
353 Blackmore Road rr►�
Warsaw, NC 28398
Dear Sheila Schmalbach:
February 8, 2008 R-,, C E1 VED
FEB 2 6 2008
WN
Subject: Certificate of Coverage No. AWS310026
Gilt Free Farms
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your Notification of Change of Ownership received on January 23, 2008, we are
hereby forwarding to you this Certificate of Coverage (COC), issued to Sheila Schmalbach, authorizing
the operation of the subject animal waste collection, treatment, storage and land application system in
accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Gilt Free Farms, located in Duplin County, with an animal capacity of no
greater than an annual average of 10,560 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS310026 dated July 1, 2007, and shall be subject to the conditions
and limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC.
An adequate system for collecting and maintaining the required monitoring data and operational
information must be established for this facility. Any increase in waste production greater than the
certified design capacity or increase in number of animals authorized by this COC (as provided above)
will require a modification to the CAWMP and this COC and must be completed prior to actual increase
in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Pleaseriay careful attention to the record keening
and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newaterguality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer- 50% Recydedtl(r% Post Consumer Paper
t �o,,��Carolina
Raleigh, NC 27699-1636 'telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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 2T..01 I l(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per. NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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
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,
or Coleen H. Sullins
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files Permit File AWS310026
AFO Files

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 P-MCEIVED
Dennis L Graham
Agri -Grow Inc JUN 2 6 2007
106 Quinn Dr
Kenansville, NC 28349
Subject: Certificate of -Coverage No. AWS310026
Agri -Grow Inc
Animal Waste Management System
Duplin County
Dear Dennis L Graham:
In -accordance with your application received on 13-Dec-06, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Dennis L Graham, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Agri -Grow Inc, located in Duplin County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 10560 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record kMing and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterguality.orm Location: 2728 Capital Boulevard
An Equal OpportunilylAffirmative Action Employer— 50% Recycledl10% Post Consumer Paper
Nam` Carolina
Natindiff
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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'perdi t 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 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to MRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual 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
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
'14<000,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310026

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
3io.A�"
Certificate of Coverage or Permit Number MA45S100 Z County o C2 Year 200 W
Facility Name (as shown on Certificate of Coverage or Permit)
Operator in Charge for this Facility %w V / & Certification #
Land appWcation of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of. application Fields ❑ or Pulls @'r(p�lease check the appropriate box) in the Certified Animal
Waste Management Plan (CA)AMP): % 7 Total Useable Acres approved in the CAWMP
&�7,?� ; "
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: / '�� T Total Acres on which waste was applied �P d
3. Total pounds of Plant Available
.�Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons ❑ or gallons ❑ (please check the appropriate box)
If
6. Annual average number of amm/als by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest - — �� e 49-
Smallest �
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. - Facility's Integrator if applicable:
Part II: Facility Status:
C- L
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACII.ITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during M/Yes ❑ No
the past calendar year.
AFACF 3-14-03
FEB 2 8 2007

2. The facility was operated in such a way that there was no direct runoff of waste from
C Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
/
3. There was no discharge of waste to surface water from this facility during the past
IR Yes ❑ No
calendar year.
4. There was no fi-eeboard violation in any lagoons or storage ponds at this facility during
MYes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
L''1 Yes ❑ No
levels specified in this facility's CAWNIP during the past calendar year.
/Yts
6. All land application equipment was calibrated at least once during the past calendar year.
❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
Y s ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
Ues ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
L�'Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
'E Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
M Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
/
13. Crops as specified in the CAWNIP were maintained during the past calendar year on all
M'Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWNIP for this facility were
L"€ Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fumes and imprisonment for knowing violations."
M n0. k�g� 1 r
Name and Title (type or print)
of
of Operator in Charge
(if different from Permittee)
Date
- -a
ate
AFACF 3-14-03 2

Appendix 1. Lagoon Sludge Survey Form
A_ Farm Permit or DWQ Identification Number r� J /0
B. Lagoon Identification L
C. Person(s) Taking Measurements
D. Date of Measurements —2—
E_ Methods/Devices Used for Measurement of: L! E—
a_ Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the b m otl) o the lagoon
e. Thickness of the sludge layer if making a direct measurement with " o ampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): / I (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, —5�A acres x 6 = Za. rf with maximum o 24_
(Using sketch and dimensions, develop a uniform grid that has the same number o ntersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H_ Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2).
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level -) r1
to the Present Liquid Level (measure at the lagoon gauge pole):
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item J minus Item 1, assuming the present liquid level is below the Maximum Liquid Level):
L_ Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
i/
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: +3
O. Calculate the thickness of the existing Liquid Treatment Zone (item M minus Item K): i
(Note: if Item 0 is less than 4 feet, a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P_ Proceed to the Sludge Volume Worksheet if you desire to calculate sludlge volume for a rectangular -
shaped lagoon with uniform side slopes -
Completed by: , ti , S r` y� _ ' Date:
Print Name nature
REC �Y
FEB 2 8 2007
iq
W.
14

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identification:
Sludge Survey ata Sheet
Completed by: r Date: -2 - / 51y 7
Print Name Signature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of slud a
(C)
Distance from liquid surface
to lagoon bottom(soil)
(C) minus (B)
Thickness of sludge
la jer
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. S in.
Ft. tenths
1
a
2
i
3
to
4
d
e, Y-
5
%
01
6
O
&q
7
Z-
d
O
9
�
D
10
O
09
11
p
12
O`
d
D
13
1,3
14
0
07
15
"09
16
d
17
18
rp
D
19
20
,v
21
22
23
r
,
24
% . Z
jp'- c1
Average
t
o ��
'All Grid Pests and correMonding sludge laver„ thicknesses must be shown on a skel�ch atttta hed to this
Slude SurveyData Sheet.
See Appendix 4 for conversion from inches to tenths of a foot.
15

P� G(3DN-I;kl
flGRk{rQA>vJ
•
13
•
�ry
•
] s 1
dd .
i
4
I
4
if
�r ray L di

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identifi ation Number
B. Lagoon Identification �
C. Person(s) Taking Measurements � n�• �`�� cr �z��
D. Date of Measurements v? — / K—c .2
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon li 'dlsu ace to g bottom (soil) of the lagoon..
c ;
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): 17 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 ints
b. If more than 1.33 acres, 3cres x 6 = 3 with maximum of 24.
(Using sketch and dimensions, develop a uniform at has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
- recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2).
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gauge pole)-
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level ,
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level /
(item J minus Item 1, assuming the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level r ry
to the lagoon bottom (average for all the measurement points):r
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level �7
to the top of the sludge layer (average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: * y
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K):/
(Note: If Item O is less than 4 feet, a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes. r�
tY�/
Completed by: .r%r-1. S_ r fU Date:
Print Name na ur
2007 14
/ O -r"

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identificatioq:
Sludge Survey ata Sheet
Completed by: i ,. Date:T '2-
Print Name Signs ure
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom soil
(C) minus (B)
Thickness of sludge
la fer
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
,U
2
v
a(
3
Z
iO
4
5
1 p
6
4
7
B
ILI
O
9
v
10
11
/ 0
12
13
/�Y
3
14
15
16
17
18
19
20
21
22
23
24
Averse
�
I r /j
q
/
*Ail Grid Points and corresponding sludge laver_ thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
See Appendix 4 for conversion from inches to tenths of a fool.
15

I

ANIN441, VACTIJTV -A NTNITAI. (-VRT1'Vi(-AT1nN FORM
U
Certificate of Coverage or Permit Nu5�_1
mbe County LI Year 200k
11 1"I-1;4
Facility Name (as shown on Certificate of Coveravae or Pennit)
Operator in Charv-e for this Facility. Certification #
Land application of animal waste as allowed by the above permit occurred dining the past calendar vear
YES NO.. If NO. skin Part I and Part 11 and vrocced to the centific.-ition, 1101:;o, ifanNnin-1
,i--W1—s;. 1S.attach Eall M-MWCai3nIM13 W=cVvii. Sk,F,gjla31'-.0_'
I I j�lt-g _-1-- -noi it-wsion F: L'I d 77 ppmorinic box) hn 11-- Cetiific�
_­';1 .j1iiik.N_i til iX_j Iq -- Or -V/(n1,*'sc, chtCek till r, 1 -1 Anini!
(C p".
N v, �sc9hic- Aca­; n-nnnov-d Phi; A'
1- 1A V-Nvi P
Tr -j!
z:t C hi C- k I e - -'i n. ) n C. hn"x 1, cirl _.-Ha,
dur:.nv Ihc! Acr g o; willi-III
013 1 nomirls n"; P'I-iw Availahic Mtro�!c,- (PA"' M__`lai�'_! 011131P II-C, "'c'-'r f�-- -11
0 -1. 'lon, CS
W,
Ct_ I - i n wcd -i KE! hind non"ic i i -alliv 1— t�'­
mml nom-, 4�* P"-- n -, Avnil-ibl-. N1 (I A
- . - - 1. _. j4. J_ - - it .' 2 - ii%:N ..i , - __ . j .- i ii Masai k, i!"
-hc nt�nn:­
.-
.. . . -m-1 nrovoss w—slow-1 r sx,-0-1 or Y-vcn to, ni cr riv- SMIIS 10 A.-
R ,qjtl- durinp the vc---r ions n r �-.fljpnls hilt:
6 All- lvt�rapc-. iluill. L�r h- 'j, *1 1:._,t .4.1 s - kin! f;jC!" . ki-,
r ". j �! lic ;)To m_. vcnr:
cstind maucst numn-X.inirnalls 'hv vvu- a. ihis fqcJ'iv -it onv i neL time durmo t,.L* prcvu'R io I r:
Cl/
4e-
(11-sc nnnihcr-, arc Cor infoniiflvmnl oniv sniff'tillpoillil! 41*nut 0."1
-I Ii-W- H,1vis tliear3il..,; iworn'_- mimbers)
MAR 01 Z006
Part 1111: Facility St-attis-_
IF THF. A\,ISWFR TO ANY STATFkIFNIT BFLOW'JS "NTO"_ P1,FASF PROVIDF A WIZ!T'rF-.%,
DESCRIPTION AS TO W14Y THE FACII.11-Y WAS NOT COMPIJANT- THF DATFIS; OF ANY �()N,
A_NT) -XPI AI N CORRIFCTIVF. ACTION TAKEN CAR PROPO'SU) TO 13F TAKENTO
PPMTC_ T'"14Z LACil 1-1-V P Ai-V I-P,11-01
71 PA (IV I -I A -4) -4 1

Only animal waste generated at this facility was applied to the permitted sites during L_I Yes ❑ No
the past calendar year.
2.
The facility was operated in such a way that there was no direct runoff of waste from
El' cs ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
//
3.
There was no discharge of waste to surface water from this facility during the past
N Yes Cl No
calendar year.
4.
There was no freeboard violation in anv lagoons or storage ponds at this facility during
vYes U No
the past calendar year.
5.
There was no PAN application to any fields or crops at this facility greater than the
`Yes L No
levels specified in this facility's CAWMP during the past calendar vicar.
6.
All land appfication equipment was calibrated at leastonce during the past calendar year.
lyY/es U No
v
7.
Sludp-e accumulation inall lagoons d' loot exoucd the yr li,rlic for which the 1.. u-,
`✓ y cs i_=
urCis i•i es; vf3ir_:it or Y:illii:c IFl1' ill.-liij 134-1 IS. volu15i4 to less !1!m' it i4- \aj lli llc
for t*yule- tho'Ingoon was designed.
Q.
A co-L)v of the .A3lnual S1lidvc Suntev Form for this #acillty is attached to =1fifi CcttilicalicM.
//�/;
��' ! i cs
Lj No
9.
Annual soils analysis were orrforrrlecl Cr! each fcl:l receiving animal wast4 dWnrlu the
'✓�''es
; ' N(i
rust Calendar ycair.
10,
Soil nP� ,�aaz maintai,ied as sncci#icci in the t3crinii during the Mast calendar Yea-,
cs
ci
11.
All rcouircd monitoring and rewrtirll! WaRDIMFOrMed in accordance willt thy: faeilitv's
✓' es
Ll No
penult chmiing fl-1c !fast calendar year.
12.
All cirx,�lti:i3,s arr 7rrairltcristrice rccii,irertic r11S i;! the ;,e> �i3it were cor!}liccl '.'EE t ill;J fIl
!r
�/ T ('$
I 1
1_I i Ti)
the Mast calendar vea; or. In the case of a deviation. tzrror atilhorizatlon rei:elved
from the Dlvrsron of" Water (!l,ality.
i
13. Crops as specified iii the CA��'MP were nrinint:aincd during the past calendar z'c.`:ar tin all i . Ies Li NIT
sites-ccc-vrrg animal waste and the Crony wcrc rc'rnoved in accordance W7tli
the facilily's
ocrrrt i t .
14, All bkiflcr rcai,lTcTi c is as svcc:ilicd on the oc!5e31t a!td the CAWMP for this 4-1611ity WCT—C •Y cs 1_' No
maintained dtlrinv each aonllcaiion of anirial wastc durinv the mist calendar ear.
"I cerlifv ttndcr nenalty of law that this docunicro and all aitachrncnis werc nrcnarc:tl under mv_dircclion or
SrlfierYrSIOP M ;ie xralancc: with a syslcl;t tl:51 .3i'=.9 ti, assure that (111aliricd DeTS(M]" C'f 7i roncriv Lalhcsr and
cyalilatc tl�e it t{Irn .abort Ltihrtiitietl. Bascxl can my iT;t mn, Of the wry -,op or-wrsons who marnagc the sys"lem.or
11:. r• i a•ri errs-,s - �_ ae�. �i.•• z•• y ii fo 3 1 i 3 `i lb i . �ft he best (if
is "_%S. �-�:�� _ ---: ��•-�.�.z- r�;�:�:ti•:z,_-aa•le . �d lr+�t�t�:rs.+:� .z � 3_ rn�,�t�;. rl. tl,L: lnft i77aat (� 11�L s'3_rtt�:il t; i t S
nr .3:t,-.,Ix _ ,I }h<,,:<•#' Inv-. ^-<•r•: t:.' "n;.l.4�...
t., i. .:lf;r:*s 3-_is•a- 3_ 3r _�z�x •�lrr.rx e_ •� I�e�ae !nr• ;s•t •:-.��rlar r!�•3r,c• •�rir� ree� a�! se����:.�` _ _ _� :nra •r• tuiz��zz
_�it�?i9?3}�='=------:3:..='------":. zi��-_iiizi•i= .'Es.3�-=------- -- *iiz�..•eun! EE�i�'i`j4._.1ra,.4:_i3 ___--'s..'.'...� .li:nxizvz_S..

S
Permittee Name and Title (type or print)
Signature of Operator in Charge
(if different from Permittee)
Date
Date
AFACF 3-14-03 3

io6o
r+r-NaNsviu.e, Mena"
1 .: 9 1 C• W -i ,
/I1/riend1.i i. Lagiiii l .�iliks • R�1 �C� IFrlf 1/1
n - - J 51f/ 2 /
1+,
A. 1-aim f tn-s- 11 i,V 1�Y1'i^ lotnilVll alitm'N'ti 11wr ff a,[ (�
iilt'171ifii;nl14"1
C. Person(s) Taking Measurements ran; 3 ��r,< ►-vx r r`
0- 0--fe of -Me asurert er: ;
:. M cthodr,Dcv ices U1 ed fcr Mea_;urcme t of:
a. Distance fr(1m the lagoon liquid surfiace In the ton of the shidge laver:
h. DISIance tfilm the 131�lkln lii;uid slld'"Ce In theL1v1111sm (,A)il) of tine laylus'ri:
c. Yhickness of the Sludge layck ifmaking a direct measurement with "core S3MDIer":
F. Magoon Surface Area (usi ;v dimensions at inside top ofbank): l- (acres)
F lirnw :i s*cfi`rE 1Ti� tlt�. i;itrlx,os 1±r1 ,a i>_.r `" '
{:. l:tilin�ate nslml,erofs::n;rli^�• t;rsinlS_
rwtI, iii �7
h. 11 more .hanl1 .�.i .'acres. 1�wieh —m xi-inu 7i E'.-
f 1 i�inC• Ow,v('{i nm-'E iFFF1 u4zio"T , eh-veii 1Fa :F FF1'lF Fflr!F'1 uCI.'! !hm hnl Iffy l`t'.t±r
�.E7#1±!�!jt'il 1111111=h't 1±t`[_]fF?!l11))is n.-x x!±it I;r•E�1i •S�, ��JFxllli, x' 711r ll}Il'Y_-i :l:I Fs±F7 4�+�/111� 111T i11 [" �-Tx�•�!'}± r,rllS _,�� Slps.3 SjZjn
• -,i±-h m<-; mil 3f ia)t, �i tr: ?t nz: rr;'F:'i ;rii F:i-_; -.-- •+f r if it,s-:ri-=. r a .. .-.iY F �;Ir,

Appendix 2. Sludge Survey Data Sheet*
Lagoon IdentifiC:a#ion:
Sludge Survey Data Sheet
Completed by: . ; 5 �� Date:
Print Name Signature
(A)
GriPoint
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance -from liquid surface
to lagoon bottom(soil)
(C) minus (B)
Thickness of sludge
layer
Ft. & in.
Ft. tenths
Ft- & in-
Ft tenths
Ft. & in-
FL tenths
2
��
e)
3
7,I�
I
4
5
J '
6
% a
P
rD
7
�y
p
8
9
214
12
13
0
14
15
ZO
7
16
I i,
c 1
I
17
�}
.V
I
19
20
'� 40
o
o
I
21
22
23
24
"
/
jAveragel
-11
I
1 f i5y
*All Urid P^,ii:Ps and Cludce lm- r 1hicLuesses was, he sllmrn on ❑ sketch attached to this
vf• N`I I�f+'Y if •f`I•r ff 1 e1f14+•f'l!!!+f li'!f("1 Illf -Ilf!♦ /!1 t��,fe Yf� fIf fl Jal if Y�.

LH N "
ti(rt4iCrtti*j -1, r.3tr
3'7ec\ 0LA04- ('^zzjCL—t-. iR:�
j a {,s 9 E t 0 3' o
1 !
�� 5 • !� � t? • �t. i

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number a.L 3 1-,n ')
B. Lagoon Identification L�/'
C. Person(s) Taking Measurements �'a": y _• =.l 4_
D. Date of Measurements .Z J 3/ 4
I,. Methods/Devices Used for Measurement of
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. stance fr m the agoon liqui urface to a bottom (soil) of the lagoon:
-7o I F` �l VC r .3 o-e J L w we.r n4-3 o 4-� G,
c. Thickness of the sludge layer if making aldirect measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): t ,7 (acres}
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G_ Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than L33 acres, Z,1 `1 acres x 6 = �, with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched_)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2).
1. At the time of the sludge survey, also treasure the distance from the Maximum Liquid Level F
to the Present Liquid Level (measure at the lagoon gauge pole):
Iir
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(use lagoon management plan or other lagoon records): j
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item J tninus Item I_ :assuming the present liquid level is below the Maximum Liquid Level):
L Record from the Sludge Survey Data Sheet the distance from the present liquid surface level r
to dle L oml EK-ILLorn tuvCr'.?sse I171• -al' ail. aw-am2s't-ICnt W-NuiFw?:
N'1, Reec)rd fturn the Sludge Survev data Sheol the distance from the pre�,.cnt liquid surface level ,
w ilie tuts of tilt: budge lav r ii�•t'x•+, ut for all the FlwaSurenlent ooints): �,
NN. Rt-c- 3rd front iilC Studae carve LraL:a `?3ICZi tS1Yl.Il1c, t,]S tp4 3iI� iliiSTLe
0_ r--lclilate the of ilte xistir:e, Li©Flid Tr> alniem lone i'ltern Ni minus here K;):
ili_€._ iJ1Yl1, See -.our SP.CCFtIL' T-?:tiilii orrr�rL'r [jLY4.' :Lee Ttvt'E `_^:'?^11413i(1^_F
11 ?"`_ir'd tit tbe- v11idife U WoTli s p-el if Vrlt!-die V.-Al iilr a recta^ .U1:lr-
�i3nrled i3L ,cm 4i'1ttl 11F1IfL=slit �IEle sfuo_s_Compicted by: J
r I1 '� z
prim !V:iFile Jk!_1II3tF2rC
RUCEIVVD Mkii
MAR 012006 , s

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identi i tion:
Sludge Survey Data Sheet �-
Completed by: 9'I%, t, n*d,s (rf L— Date-2 —3 d
Print Name Signature
(A)
Grid
Point
No_
{i3)
Distance from liquid surface
to to of sludge
(C)
Distance from liquid surface
to tagoon bottom soil
(C) minus (B)
Thickness of sludge
la er
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
2
3
12,ra
4
0
5
6
C'
7
-Z,
aG
8
Z , c?
t?G
9
12
,
, d
13-
14
15
16
17
18
19
20
21
22
23
24
Avera e
I,
*All Grid Points and eorresnondingslud�r thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
See Appendix 4 for conversion from inches to tenths of a fool.
15

4"1
I
7S 7 lF_ 4

PS�
Nutrient Management Plan For Animal Waste Utilization
02-18-2003
This plan has been prepared for:
Agri -Grow Inc
Dennis Graham
359 Blaclanore Rd
Warsaw, NC 28398
910-293-7466
This plan has been developed by:
RECEIV�p
DEC 1 S 2006
910-296-2120
Developer Signature WrInurp1DENR1DWQ
Type of Plan: Nitrogen Only with Manure Only AQUIFER PROTECTION SECPOHDEC 13 2006
Owner/Manager/Producer Agreement
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technics Specialist Signature Date
-------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 9,789,120 galslyear by
a 10,560 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
22546
Incorporated
38721
Injected
42642
irrigated
24507
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
24,626.85
9,836,972
-47,852
--------------------------------------------------o---------------------------------------------------------------------
Note: In source ID. S means standard source, U means user defined source_
857435 Database Version 2.0 Date Printed: 02-18-2003 Source Page 1 of 1

Narrative
This WUP is written based on a wetted acres footprint(see attached).
TRACT 72030 pulls l I & 14(8.4ac) and pulls 12& 13(7.83ac) may be sectioned and grazed in a control
grazing rotation.
The NITROGEN rate to use is 244lbs N/ac. for grazing and 325lbs N/ac cutting hay.
The NITROGEN rate for the smallgrain overseeding is 50lbs N/ac.
---------------------------------------------------------•-- -
857435 Database Version 2.0 Date Printed: 02-18-2003 Narrative Page 1 of i

The table shown below provides a summary of the crops or rotations included in this plan for each field. "
Realistic Yield estimates are also provided for each crop in the plan- In addition, the Leaching Index for each
field is shown, where available.
Planned Crops S
Tract
Field
>
Index (1.1)
Sail Series
Crop Sequence
RYE
72030
Pl
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bemnudagass Hay
6.5 Tons
720301
Pl I
N/A
Norfolk
Small Grain OVcMW
1.0 Tarts
Hybrid Bcnnadagrass Pasture
6.5 Tons
72030
P12
N/A
Norfolk
Small Grain Overseed
I.0 Tons
Hybrid Bermudapm Hay
6.5 Tons
72030
P13
N/A
Norfolk
Small Gram Overseed -
1.0 Tons
Hybrid Bermudagass Hay
6.5 Tons
72030
P14
NIA
Norfolk
Small Grain Ove=secd
1.0 Tons
Hybrid Be mudagraass Pasture
6.5 Tons
72030
P2
N/A
Norfolk
Small Grain Overseed
1-0 Tons
Hybrid Bermudaga- Hay
6.5 Tons
72030
P3
N/A
Norfolk
Small Gram Oversecd
1.0 Tons
g Hybrid Bamudaass Hay
6.5 Tons
72030
P4
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudapass Hay
6.5 Tons
720311
P10
N/A
INrflk
Small Gram Oversced
1.0 Tons
Hybrid Bermudagass Hay
6.5 Tons
72031
P5
NIA
orfolk
Small Grain Overseed :
1.0 Tons
Hybrid Bar ardagass Hags
6-5 Tons
72031
P6
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagass Hay
6"5 Tons
72031
P7
N/A
orfolk
Small Grain Overseed
1.0 Tons
HybridBerrstudagrass Hay
6.5 Tots
72031
Ps
NIA
-folk
ma
Sll Gram Overseed1.0
Tons
Hybrid Be mudapass Hay
6.5 Tons
72031
P9
NIA
2E lk
small Gram Oversead
1.0 Tons
Hybrid Bermudagass Hay
6.5 Tons
- - --------------------- -- - ------------------------------- - -
$57435 Database Version 2.0 Date Printed: 02-18-2003 PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Ll
Potential Leaching
Technical Guidance
2
Low potential to contribute to
None
soluble nutrient leaching below the
root zone.
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
=10
soluble nutrient leaching below the
Iroot zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
root zone.
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based potations (328), Long -Term No -Till (778), and edge -of -field practices such
s Filter Strips (393) and Riparian Forest Buffers (391).
- ----------------------------------------------------------------------------------------------------------- ----------------------
857435 Database Version 2-0 Date Printed: 02-18-2003 PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Vear 1
Tract
Field
Source
I.D.
soil Series
Total
Acre
Use,
Acres
-Crop_RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fen.
Nutrient
Applied
Res,
(lbs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
• Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
I/A
tons
1000gali
I tons
72030
a Pt
ST
INorfbik
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
% 0
0
Irrig.
50
19.97
0
119.831
0.00
72030
4 PI
S7
Norfolk '
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
•3/1-10/31
•325
0
0
Irrig.
325
129.82
0
778.91
0.00
72030
PI 1
S7
Norfolk t
6.00
6.00
Small Grain Overseed
k 1.0 Tons
10/1-3/31
50
0
0
Imp.
50
19.97
0
119.83
0.00
72030
PI 1
S7
Norfolk '
6.00
6,001
Hybrid Bermudagrass; Pasture
6.5 Tons
*311-10131
02441,
0
01
Irrig.
244
97.46
0
584.78
0.00
72030
P12
57
Norfolk 6.
5.23
5,23
Small Grain Overseed
1.0 Tons
10/1-3/31
50
v 0
0
Imp,
50
19.97
0
104.45
0.00
72030
P12
S7
Norfolk 1
5.23
5.23
Hybrid Bermudagrass Hay
6.5 Tons
0311-10/31
•325
t 0
0
Imp,
325
129.82
0
678.95
0.00
72030
P13
S7
Norfolk `
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
ti 0
0
Irrig.
50
19.97
0
51.93
0.00
72030
P13
S7
Norfolk `
2.60
2.60
Hybrid Bermudagrass Hay
6.5 Tons
•3/1-10/31
'325
0
0
Irrig. 1
325
129.82
0
337.53
0.00
' 72030
P14
S7
Norfolk
2.40
2,40
Small Grain Overseed
1.0 Tons
1011-3/31
50
, 0
0
Irrig. 1
50
19.97
0
47.93
0.00
72030
P14
S7
Norfolk
2.40
2.40
Hybrid Bermudagrass Pasture
6.5 Tons
•3/I-10/31
•244
0
0
1rrip. 1
244
97A6
0
233.91
0.00
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Page 1

WactP T Ttiliyatinn TAIP.
VPnr 1
Tract
Field
Source
I.D,
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(16s/A)
Applic.
Method.
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs1A
1000
l/A
tons
1000 WS
tons
72030
P2
S7
Norfolk
5.32
5.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
► 0
D
Irrig.
50
19.97
0
106.25
0.00
72030
P2
S7
Norfolk 1
5.32
5.32
Hybrid Bermudagrnss Hay
6.5 Tans
*3/1-10/31
*325
r 0
0
Irrio.
325
129.82
0
690.63
0.00
72030
P3
S7
Norfolk '
4,97
4.97
Small Grain Overseed
1.0 Tons
1011-3/31
50
t 0
0
Irrig.
50
19.97
0
99.26
0.00
72030
P3
S7
Norfolk "
4.97
4.97
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/31
*325
+ 0
0
brig.
325
129.82
0
645.20
0,00
72030
P4
S7
Norfolk
5.32
5.32
Small Grain Overseed
1.0 Tons
10/1-3/31
5011
0
0
Irrig.
50
19.97
0
I06.25
0.00
72030
P4
S7
Norfolk t
5.32
5.32
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
% 0
0
Irtix
325
129.82
0
690.63
0.00
72031
PIO
S7
Norfolk
2.74
2,74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
t 0
0
brig.
50
19.97
0
54.72
0.00
72031
P10
S7
Norfolk '
2.74
2.74
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/31
*325
t 0
D
Irrig.
325
129.82
0
355.70
0.00
72031
P5
S7
Norfolk
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
� 0
0
Irrin.
50
19.97
0
119.83
0.00
72031
P5
S7
Norfolk +
6.00
COO
Hybrid Bermudagress Hay
6.5 Tons
*3/1-10/31
296.
0
0
Irrilt.
296
118.24
0
709.41
0.00
72031
P6
S7
Norfolk +
4.87
4.871
Small Grain Overseed
1.0 Tons
10/1-3/31
50
- 0
0
Irrig.
50
19.97
01
97.26
0.00
72031
P6
S7
Norfolk
4.87
4,87
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
1 0
0
brig,
325
129,82
0
632.22
0,00
72031
P7
S7
Norfolk t
4.93
4.93
Small Grain Overseed
lA Tons
10/1-3/31
50
N 0
01
Irrig,
50
19.97
0
98.46
0.00
72031
P7
S7
Norfolk `
4.93
4.93
Hybrid Bermudagress Hay
6.5 Tons
*3/1-10131
•325
t 0
0
Irrig.
325
129.82
0
640.001
0.00
72031
P8
S7
Norfolk +
6.00
6.00
Small Grain dverseed
1.0 Tons
10/1-3/31
50
r 0
0
Irrig.
50
19.97
0
119.83
0.00
72031
P8
S7 I
Norfolk .
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
i 0
0
Irrig.
325
129.82
0
778.91
0.00
72031
P9
S7
Norfolk
5.57
5.57
Small Grain Overseed
1.0 Tons
10/1-3/31
50
1 0
0
brig
50
19.97
0
111.24
0.00
72031
P9
S7
Norfolk
5.57
5.37
Hybrid Bermudagrass Hay
6.5 Tons
03/1-10131
*325
t 0
0
brig
325
129.82
0
723.09
0.00
--------------------------------------------------------- •----------------------------------------- -----------------------------------------------•------- --------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Page 2
0

Utift ' Table
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
crop
RYE
Applic.
Period
Nitrogm
PA
Nutrient
Rel'd
Comm.
Fert.
Nutrient
Applied
Res.
Obs/A)
Applies
Method
Manure
PA,
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
I/A I
tons
1000 jols
tons
Total Applied, 1000 gallons
9,836.97
Lagoon Liquids
Total Produced, 1000 gallons
9.789.12
dWWI
Balm, 1000 gallons
47.85
Total Applied, tons
OWN=
0.00
Manure Solids
Total Produced, tans
Liam0.00
Balance, tone
0.00
Notes: 1. In the tract column, symbol —means leased, otherwise, owned. 2. Symbol * means user entered data.
-------------•-------•-------------------------------------------------------------- - --- - --. ----
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Page 3

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
Onches/6our)
Application Anent
(inches)
72030
P1
Norfolk
0.50
0.96
72030
Pi 1
Norfolk
~ 0.50
0.96
72030
P12
Norfolk
0.50
0.96
72030
P13
Norfolk
0.50
0.96
72030
P14
Norfolk
0.50
0.96
72030
P2
Norfolk
0.50
0.96
72030
P3
Norfolk
0-50
0.96
72030
P4
Norfolk
0.50
0.96
72031
PIO
Norfolk.
0.50
0.96
72031
P5
Norfolk
OSO
0-96
72031
P6
Norfolk
0.50
0.96
72031
P7
Norfolk
0.50
0.96
72031
PS
Norfolk
0.50
0.96
72031
P9
Norfolk
0.50
0.96
--- ----------------------------------------------------------------------------------------- - -----------------
857435 Database Version 2.0 Date Printed: 02-18-2003 IAF Page I of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period_ These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Sake nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. Ifthis is not possible, care should be taken not to load effluent application folds
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
132.38
264.77
397.15
6 tun RX.E.
300
26.32
66.19
132.38
198.59
oybean 40 bu
160
14.04
124.11
248.22
372.33
__ ________ ______ -.._.-..-_'__________________'.__.`--- _______________________
857435 Database Version 2.0 Date Printed: 02-18-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. if the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated-
Ifavailablestorage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity
Start Date
10/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
92
1
2
72
1
3
93
1
4
107
1
5
120
1
6
134
i
7
147
1
8
160
1
9
175
l
10
158
i
11
136
l
12
115
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Manauement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
--------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 1

7. Liquid waste shall be applied atrates 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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste 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 canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
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.
--------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on gassed waterways that discharge directly
into water courses, and on other gassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
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 illegaldischarge, 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 of animal waste during the crop
season.
--------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2118103 Specification Page 3

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 nutrient, unless other restrictions
require waste to be applied based on other nutrients, -resulting in a Iower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
857435 Database Version 2.0 Date Printed: 2/t8/03 Specification Page 4

Crop Notes
The following crop note applies to fteld(s): P1, P10, P12, P13, P2, P3, P4, P5, P6, P7, P8, P9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (l .5" optimal). Sprigs should be planted quickly alter digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bulac in 1-5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to f eld(s): P 1, P 10, P 11, P 12, P 13, P 14, P2, P3, P4, P5, P6, P7, P8, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Alio, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. PIant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
------------------------------------------------------------------------------ - --- -
857435 Database Version 2.0 Date Printed: 02-18-2003 Crop Note Page 1 of 2

Crop Notes
The following crop note applies to field(s): P1, P10, P12, P13, P2, P3, P4, P5, P6, P7, P8, P9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In'the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. l to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 1-0 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac- Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): P1, P10, P11, P12, P13, P14, P2, P3, P4, P5, P6, P7, P8, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate:
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting- Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 Crop Note Page 1 of 2

3 w-
The following crop note applies to f eld(s): P 11, P 14
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance_
___________________________________________________________________
857435 Database Version 2.0 Date Printed: 02-18-2003 Crop Note Page 2 of 2

WETTABLE • ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner 1 Operator Name A n-Grow Farms
Adress 359 Blackmore Rd
Warsaw, NC 28398
Telephone [phone]
TABLE 1 - Field Specifications
COUNTY Duplin
DATE 2.118.103
Tract
Number
Hydrant
or
field (1)
Number
acres
start and
wetted
area
scres
middle
wetted
area
acres
stop and
wetted
area
Approximate
MaxImun
Useable Size
of field (2)
acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
crop(s)
Maxlmun
Application
Rate (3)
(Inthr)
Maxlumn
Application
per Irrigation
cycle (3)
(inches)
72030
p1
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0.5
BermudalSmallgrain
0.5
1
72030
p2
0.57
4.75
0
5.32 E185
B-C
940
220
NoA
0-5
BermudalSmaligrain
0.5
1
72030
p3
0.57
4.4
0
4.97 E185
B-C
865
220
NoA
0-5
BermudalSmallgrain
0.5
1
72030
p4
0.6
4.72
0
5.32 EE90
B-c •
660
239
NoA
0.5
BermudalSmailgrein
0.5
1
72031
p5
0.6
5.4
0
6 EE90
BLb
985
239
NoA
0-5
Bermuda/Smallgrain
0.5
1
72031
p8
0.57
4.3
0
4.87 E185
B-C
848
220
NcA
0.5
BermudalSmattgrain
0.5
1
72031
p7
0.6
4.33
0
4.93 EE90
B-C
789
239
NoA
0-5
BerrnudalSmallgTin
0.5
1
72031
P8
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0-5
BermudelSmallgrain
0.5
1
72031
p9
0.57
5
0
5.57 E185
B-C
985
220
NaA
0-5
BermudWSmallgraln
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the salt and crop used,
Wettable Acre Computational Worksheet Completed by: I Billy Houston Date 2J18.103

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Agri -Grow Farms
Adress 359 Blackmore Rd
Warsaw, NC 28398
Telephone [phone]
TABLE 1 - Field Specifications
COUNTY Duplin -
DATE 2./18./03
Tract
Number
Hydrant
or
field (1)
Number
acres
start and
weetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Appradmate
Modmun
Useable Size
of field (2)
(acres) Table
coiumn
Length
of
pulls
in feet
Width
of
pulls
In feet
Soil Type
Slope
(%)
Crop(s)
Mmdmun
Application
Rate (3)
(in/hr)
Mmdumn
Application
per Irrigation
cycle (3)
(inches)
72031
p10 -
0.6
2.14
0
2.74 EE90
B-C
390
239
NoA
0-5
BermudalSmallgraln
0.5
1
72030
p11
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0.5
BermudarSmaligrain
0.5
1
72030
p12
0.57
4.66
0
5.23 E185
B-C
922
220
NoA
0-5
BermudalSmallgrain
0.5
1
72030
p13
0.3
2.3
0
2.6 EE90
E�-C -
775
129
NaA
0-5
Bermuda/Smaligraln
0.5
1
72030
p14
0.6
1.3
0.5
2.4 EE90-
8-0
235
239
NoA
0.5
Sermude/Smallgrain
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas,
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soll and crop used.
Wettable Acre Computational Worksheet Completed by: [Billy Houston Date 2./18./03

150 SERIES BIG GUN" PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T - specify sae when ordering
cant' : Flow Path
40.
0.70' 0.80" 0.90' 1.0" Q 1.2" 1.3" 1.4'
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
P5I
GPM
DIA. FT.
GPM
Dirt. FT.
GPM
DU.. rT
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FL
GPM
DtA. FT.
GPM
DIA, FT.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
"0
545
460
632
481
2-o4 z6`r
150 TAPER RING NOZZLE
150TR
°MI°*'EWS
t>odt, TOP -Ring Cup
150TR = Body + Cap + 1 Taper Ring
#9773 #9238-??? #6256
Specify size when ordering
T--]D
Flow �J���JJJ _�~
E--m CD
0.88" 0.96'
1.GA' 1.12"
1.2" 1.28" 1.36'
9238-022 9238-024
9238-026 9238-028 9238-030 9238-032 9238-034
PSI
GPM
DIA. Fr.
GPM
DIA. FT_
GPM
DIA. FT.
GPM
D1A. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
f 50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
1 181
320
220
340
262
357
313
377
360
396
429
411
495
424
100
191
329
231
350
277
366
330
386
389
405
452
423
522
436
110
200
339
243
359
290
376
346
397
1 407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 150R COMPONEHM:
BodyCup
15OR = 80 + Ca + Set of 7 Rings 8
Body p 9s N9773 56287-??? #6296
Specify size when ordering
TD3
E--M 0
CD Flow Path
0.86" 0.97' 1.08" 1.18"
1.26" 1.34'
1.41' 1.47"
6287-086 6287-097 6287-109 6287-118
6287-126 6287-13A
6287-141
PSI
GPM
DIA. FT.1
GPM
DIA. FT.
GPM
DtA. FL
GPM
DIA. FT.'
GPM
DIA. FT.
GPM
OtA. F]
GPM
DIA. FT.
GPM
DIA, FT
50 `
100
245 1
130
265
1165
285
205
300
255
320
30D
335
350
35D
385
353
60
110
260 1
143
280
182
300
225
315
275
335
330
350
385
365
423
368
70
120
270
155
290
197
310
245
330
295
350
355
365
415
380
458
383
80
128
280
165
300
210
320
260
340
315
360
380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
1 157
315
1 204
335
258
360
320
380
385
400
465
. 420
545
435
603
439
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C:+►WW Werublm� Azre Traveling Gun Field Data :heel. 2•12"9
Hard Hose Traveling Gun System
FIELD DATA SHEET
I . Make and model number 4 A T _��f � qy
2. Hose length qfq-i[feet] and hose inside diameter (ID) 3 ,oz [inch]
3. Gun make and model number c _v
4. Gun nozzle size (inch], ring orifice, taper bore orifice.
5. Gun arc angle WO (degrees]
6. Travel lane spacing 2 Z 0 _ [feet]. Indicate whether `uniform? random.
Number of exterior hydrants Number of interior hydrants 4
7. Gun wetted diameter [feet]. _, measured, based on g-in chart.
S. G.:n pressure �:O �(psil ✓ observed at working gauge,
determined from gust charts, calculated (show calculations)
*"9, Operating pressure at hose real [psi]_ observed a. working gauge,
prodded by owner.
"* 10. Supply lime sale 6" [inch] (iom pump to last hydrant).
1 * 1 1. Supply line leltgh feet (,mari;num pumping distance).
* * 12. Supply line tti�e PVC, alurninum.
"13. Pump make and model number
l4- P.rinp capic.: j,
x ` 15. Engirte rrake and model number •.j ,�,,, r :..�,
or
"16. Ele:.triC motor ho: sep,-_,wer and rpn: _(hp] _(?,��1
Note It Is sLr(r aly recorrunend-_d tha. operar;M!a p: ess-ure a: zht r4tl 2--id ?­'n tL-?Ci-2d
' ;a- b� field det_, ,-%
e..�....- ..��r:-lir
I..ocat= pace: h drznt on a cjpy of the reap Indicate the start a;.d szoa o tine sprnnlder "art
Ior each tr?v_l la and show distance tra.el?d. Show the o`t:l_ supply line.
Im"gated acres -v i_P be detei-rr. ned b­ lane
Op:iona! da:a, i :-nish where possible_
* * * Ir=o.n*:,ation fiurrnished by
an�-"or
Sk_ .art of Owrc: or Paziliry Representa:i: _ S igR.re of Tezhrt :al Specialist
Prin:cd tiarnc ofO nzr or a:ilia Repr_scntativ_
Data 2J1ZI0)
Pnne d r- ne of Tecani--al Spezialisl
Date
`�` Only the person or persons collectinc, the data should sip the data sheet.

1.
2.
3.
4.
S.
6_
7.
, i ksherts tnny be nerded) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
Farm number (identification) _� 1 `? Field number (identification)
Irrigation system designation ✓ Existing irrigation system Nees/expanded irrigation system
Number of travel lanes #Interior lanes 1 " Exterior lanes 9_ ?S feet] Length of pull(Ll)
r Interior lanes n Exterior lanes WO [feet] Length of pull(L2)
3 ` Interior lanes Y Exterior lanes ?o [ __tj Leng h of puli(L3)
lVetted diameter �-Sk' [feet] from Field Data Worlsheet
Spacing J 2 H} Brant spacing [feet] [as a percentage of zk et.ed diameter]
Hydrant layout ✓ ]Multiple hydrants Sinale hydrant Excessively spaced hydrants
Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or l Exterior (lane/hydrant)
-.60 (a) Acres start end of pull from Table FE9� Column p
S-4 0 _ (b) Acres middle portion of pull (1-1)
{full length'4K [feet] X Wetted width-7-.39 ffeetl} 143,560
o (c) acres stop end of pull from Table a 7 Column e
0 Total acres for travel lane length (1-1) (Sum: a + b + c)
Travel lane length (L, 2 Interior or Exterior (lanelhydrant)
S`7 _ (a) Acres start end of pull from Table EIS Column 13
47 (b) Acres middle portion of pull (1-2)
(Pull lengthaga [feetj X Wetted �r;dtz Za [feetll / 43,S60
(c) .acres stop end of pull from Table Column c
r3 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, 3 Interior or Exterior (lane; hN.drant)
(a) Acres start end of pull from Table EIPJ— Colun1n
4.4- (b) Acres middle portion of pull (1-3)
J till length 6 ' [feet] X Wetted width 1..o I [feet]! / 43,560
(c) Acres stop end of pull from Table Column CS
4.9 1 Total acres for travel lane length (1-3) (Sum: a + b + c)
S. Multip!y the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add ail of these, and this is the total irrigated acreage for the field.
6. oo (a) Acres per travel lane length (Ll) X # Lanes = acres
.J2- (b) Acres per travel lane length (L?) X rr Lanes = .acres
419'1 (c) Acres per travel lane length (1-3) X # Lanes = acres
IL-1.1 Total C:U«NiP -%wettable acres for field (Sum: &-t + 8b + 8c)
Wettable Acre Computational Worlcsheet Completed by: Date: !?
S+gnatu:e of technical specialist
15

i ^ - � •yw tie .,_ =o
,ork.theett :tray be needed) - HARD HI
Hard Hose Traveling Gun: System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) -3-1 -1b Field number (identification)
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Dumber of travel lanes # Interior lanes Exterior lanes 437 feet] Length of pull(L1)
Interior lanes 7 Exterior lanes 7?9 (feet] Length of pull(L2)
Interior la .es O r r:,:e:ior is .es J,? [ �_:+ Le a:.i O: pull+;L3)
4. Wetted d:a^:e'e- �_ [t.et] from Field Data Wor sheet
3. Spacing 220 H%•drant spacing (feet] [as a percenta;e of et:ed diameter]
b. Hydrant layout 'Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read t;.e irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (I., `21 Interior or Exterior (lane/hydrant)
(a) Acres sta;, end of pull from Table -, =— Colurn
(b) Acres middle po::ion of pull (1-1)
{Pull length 1i• (feet] `< Wetted .:id::� �? `-t;; 143,560
(c) .-acres stop end of pull from Table - -� _ Co?umnn �
Wit`) Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (L, Interior or i Exterior (lane/hydrant)
Ao (a) Acres star' end of pull from Tab'-- EE-7� Ccl::::m O
c1.33 I Cc)) .acres r:tiddle portion of pull (1-2)
111-ull len h% [feet] X %Vetti d�, t^ � [:eet } ! 43,560
4
(c) .acres stop end of pull from Table rr f > Celunla
4.13 Total acres for travel lane length (12) (Slim: a + b + c)
Travel lane length (L, Interior or?Exterior (lane;hydran%)
,bo (a) acres start end of pull from Table EEg0 Colu.:n l�
T,40 (b) .acres middle portion of pull (1-3)
(Pull leri;th 1?1- [feet] X %xetted width 133 [fez-ti} / 413.560
(c) Acres stop end of pull from TaL-le EEC o Co! u.m t r
6.0 Total acres for travel lane length (1-3) (Sum,: a + b + c)
S. Llultip:y the tabula'ed irrip-ed, acreage value per travel pull by the nu:nbe: o; pl:':is of each
category' in the field. add a:l of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X
# Lanes =
.acres
4.23
(b) Acres per travel lane lenQ h (L?) h
Lanes -
:acres
b,bv
(c) acres per travel lane length (1-3) X
# Lanes =
acres
L23-L Total CN«1IP wettable acres for field (Sum: M + 8b + 8c)
wettable :acre Computational Worksheet Completed by: Date:
5igna, a of technical sreciY�is.
15

„ or,csherts rnrty be landed) _
Hard -Hose Traveling Giro- System
COMPUTATIONAL WORKSHEET
IRRIGATION SYSTEIIA 'Rl
._,._� .:ire=•= •..r..
RECEIVED J DENR J DWQ
AQUIFER PROTECTION SECTION
D E C 13 2006
1. Farm number (identification) Field number (identification)
2. Irrigation system designation ✓ Existing irrigation system Nesvtexpanded irrigation system
3. Number of travel lanes A # Interior lanes Exterior lanes _2 JtC feet] Length of pull(Ll)
t Interior lanes I o n Exterior lanes J 10 [feet] Length of pull(L2)
- Interor isn-s Le.0puiL3)=-- oh i
4. Wetted d;ameter 1 P Ff?etl from Field Data Wor sheet
S. Spacing '�2° H)•drant spacing [feet] [as a percenta',e of wetfed diameter]
6. Hydrant layout ✓'Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and colurnn
based on pattern, spacing, and travel lane location.
Travel lane length (Lj .9 interior or Exterior (lanelhydrant)
S (3) acres st3_4 end of pull from Table EXP-_ Colu;r:, L'
S a (b) Acres middle portion of pull (1-1)
{Pu[! len;th -SEE [feet] X %Vetted v.-idth Z2, a _ ;feet]) / 43,560
(c) acres stop end of pull from- Tab':eET,�Ff--_ Co!urn i
J-,19 Total acres for travel lane length (1-1) (Sum: a + b + c)
Travel lane length (L, Interior or jExterior (la ie;hydrant)
.60 (a) acres start end of pull from Table EF 3 Celurnn G
�7--ILf (b) acres middle portion of pull (1-2)
(Pull length 39 o [feet] X Wetted; -;'dt^ 1.71_ Veet,; f 43,560
(C) Acres stop end of pall from Table 15E=1 a Celu:: n C
2,94 Total acres for travel lane length (1-2) (Sum: a + b + c)
Travel lane length (L, Ir tenor or Exterior [lane; h}-urant)
0 (a) acres start end of pull from Table EEI :) Co!ur.:n L
S;40 (b) acres middle portion of pull (1-3)
(Rill le;igth_'ELS [feet] X Wetted widthj.-?9 (feet;) / -13.SS0
(c) acres stop end of pull from Table EEI) C01u.Mn G
6.0 Total acres for travel lane length (1-3) (Sum: a + b + c)
S. Multir v' the ta-lJula`ed irrigl:ed acreage value per travel pull by the numbe: O: pul's o” each
category in the E eld. add a1 of these, and this is the total irrigated acreage for the field.
-S0
(a) Acres per travel lane length (LI)
X
4 Lanes =
acres
(b) ,acres per travel lane length (L2)
X
R Lanes =
.acres
&.D4
(c) Acres per travel lane.len h (1-3)
X
# Lanes =
Acres
I ,?4 Total C.k%V.%fP-.vettable acres for field (Sum: &-t + 8b + 8c)
Wettable .'acre Computational Worlcsheet Completed by:
Signature of technical specialist
05

r
' APR 2 1200
. ��. 4
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number _ 3 �� n 6—rmk7 cr
$. Lagoon Identification
C. Person(s) Taking Measurements O E N N V tS (rn ti� Qtr
D. Date of Measurements tA I 8a 1.3�
E. Methods/Devices Used for Measurement of.
a. Distance from the lagoon liquid surface to the top of the sludge layer:
P\f (— (I IP(= '-t R v LAI T LiD -- b" -TNCRkr+►tcJ 5,
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
SaLIQ ,PvC_ — 6''��LmtMC-t^Res __ _ �QR�' �S�G����c�•
c. Thickness of the sludge layer if making a direct measurement with "core sampler": Qo,�Y,
F. Lagoon Surface Area (using dimensions at inside top of bank): �� (� (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, 4.1 `% acres x 6 with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2).
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level or
to the Present Liquid Level (measure at the lagoon gauge pole):
� J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(use lagoon management plan or other lagoon records):
N K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(item J minus Item 1, assuming the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): ' 3
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
layer for
�.
to the top of the sludge (average all the measurement points):
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
�*�L
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K):�
(Note: If Item O is less than 4 feet, a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information,)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes.
Completed by: �s Date:
Print Name Aatureign
14

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identification:
Sludge Survey ata Sheet
Completed by: • S Date: _Z OL
Print Name Signature
Gri
.o
a
• •• • r.
Distance from liquid surface
• lagooirl •r •(soil)
Thicknessof sludge
layer
•
*All Grid Points and corresponding sludge laver thicknesses must be shown on a sketch attached to this
Sludge -Survey Data Sheet.
See Appendix 4 for conversion from inches to tenths of afoot.
15

LTIODN -14 k
Tt�
pc- 2ara,

0
1 PR Z B 2004
L�
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number I ���lDi►i t�rouT (NL
B. Lagoon Identification _
C. Person(s) Taking Measurements ts
D. Date of Measurements q I a a �r
E. Methods/Devices Used for Measurement of: RECEIVED
a. Distance from the lagoon liquid surface to the top of the sludge layer:
{suc.Mt-T LIvs T-N(-(u,mcN-APR 2 8 2004
Yb. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
S o �, a Py C? k 9 L Ir N rat t� ; S a V b " WATER OLIALITY SEGT10
c. Thickness of the sludge layer if making a direct measurement with "core sampler": NGR.Dwybat'r "u-n."L-ne Ent,
F. Lagoon Surface Area (using dimensions at inside top of bank): of • (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, D•11 acres x 6 = % 3 ,with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2).
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level J +f
to the Present Liquid Level (measure at the lagoon gauge pole):
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level '�.5to
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
f--�,
(Item 3 minus Item 1, assuming the present liquid level is below the Maximum Liquid Level):
L, Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M, Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): I 1_3 Tt/
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
r rt
O. Calculate the thickness of the existing Liquid Treatment zone (item M minus Item K):9
(Note: If Item O is less than 4 feet, a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes.
01— Completed by: a i.S ate: 9'� �O
Print Name t ture
I4

r
Appendix 2. Sludge Survey Data Sheet'
Lagoon IVerltificatios!:
Sludge Survey Data Sheet
Completed by' ate:1�0�%
Print Narne i rta e
(A)
(8)
(C)
I (C) minus (B) i
Grid
Point
No.
Distance from liquid surface
Distance from liquid surface
ThicKness of sludge
to toe of sludge
to lagoon s bottom soil
_ layer
Ft. & in. Ft. 'tenths
Ft. & in. Ft. lterths
Ft. & in. Ft. (tenths)
f4
0
2/
2
12.4
i
�.
3
t
4
6
7
1
9
10
Q, (0
12
13
14
i
15
16
17
18
19
20
}
21
I
i
22
!
23
I
�Avera'e
'All Grid Points and correa;on&ng sludgee,hjier tnicfne&�es must be shown on a sketch anachez to this
Stud a Synf.�y Data Sreet. -"
See .4plk?rdix 4 for conrctsicn tram inches to tenths of a foot.
i5

F, lrp-A (Ir
I
+�Rw�E p R4 A `} t '7 Art)

. i Environmental Chemists,. Inc.
OW" Windmill Wav • Wilminmon. North Carolina 2FA05
[phone] (Lab) - [phone] (Fax)
EchenAVCa'aol.com
ANALYTICAL & CONSULTING
CHEMISTS NCDI N'R: D%N'Q CERTIFICATE #94. DLS CERTIFICATE ##37729
Customer:
NCDENR-DWQ Date of Report: August 4, 2003
127 N. Cardinal Drive Ext.
Wilmington, NC 28405 Purchase Order #:
Attn: Stephanie Garrett
Report Number: 3-4378
Date Sampled:
Sampled By:
WATER:
i+ Parameter
REPORT OF ANALYSIS '
07/31 /03
Stephanie Garrett
Sample ID
i
i Lab ID
11 Fecal Coliform, coionies/100 mL
Report To: Stephanie Garrett
j 2- Sills 4- Taylor S- Rockfish
Creek 3 Creek Creel:
# 10125 # 10126 # 10127
E + -
1
280 2300 ': 2000
Reviewed bv:
u
r
b — Turkey
i
Creek
410128
1545

N.C. DI VISION OF, _.WA TER QUALITY _ Z
Water Quality Section
Complaint/Emergency Report Form
WILMINGTON REGIONAL OFFICE
Received by LO, LC. r e M u n n Date r1- 30 - a 3 Time 3 -Ll
Emergency Complaint City County
Report Received FromPXI n' S G`�r.L�� GUr1r1
Agency_(1) �q Oro W c !iqC Phone No o�
Complainant
Address Phone No.
Check One: Fish KIN Sp71 Bypass Animal NPDES N.D.
Storn water Wetland Other, Specify:
Nature of Referral
Trine and Date Occurred _D( S C 0 VC Y e_d 1�y O W Q S f ifr_ _
Location of Area Affected
Surface Waters Impacted Classification
OtherAgeneies Notified
Investigation Detar7s fiA r • J)e n el (S C­s-yQ_fi QM CQ t Led 4o re o or-:
C
Ors �AC 4 Z51
Investigator Date
S: I WO S tSHEL L S IREPOR T. S HL
EPA Region 1V (404)3474062 pesticides 733-3556 Emergency Management 733-3867 Wildlife Resources 733-7291
Solid and Hazardous Waste 733-2179 Marine Fisheries 726-7021 Water Supply 733-2321 Coast Guard MSO 343-4881
127 Cardinal Drive Extension, %fiImington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]

Michael F. Easley, Governor
William G_ Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
April 9, 2003
Dennis Graham
Agri -Grow Inc
359 Blackmore Road
Warsaw NC 28398
Subject: Certificate of Coverage No. NCA231026
Agri -Grout Inc
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Dennis Graham:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
---.-Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on January 3, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Dennis Graham, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in. accordance with NPDES General
Permit NCA200000. The issuance of this COC supercedes and , terminates your COC Number
AWS310026 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not Iimited to, the management
of animal waste from the Agri -Grow Inc, located in DuplinCounty, with an animal capacity of no greater
than an annual average of 10560 Feeder to Finish swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. 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 General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this -permit. The Devices to Automatically Stop Irrigation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water QualtiMby_no later than March 1st of each ,year.
AM
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc,us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post-Gonsumer paper

iJ
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 NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 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 NPDES 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 Sue Homewood at [phone] ext. 502_
Sincerely,
f/
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File NCA231026
Permit File AWS310026
NDPU Files

r
AU9-11-03 09:22A Envirochem
envirochum
ANALYTICAL S CONSULTING
CHEMISTS
Customer:
h CDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington. NC 28-405
Attn: Stephanie Garrett
910 392 4424
P_02
Environmental Chemists, Inc.
6602 Windmill Way • Wilmington, North C Tolina 28405
[phone] (Lab) • [phone] (Fax)
[e-mail]
NCDENR: DWQ CERTIRCATE #94, DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Date Sampled: 08!06,'03
Sampled By: Stephanie Garrett.
WATER:
Date of Report: August 8, 2003
Purchase Order #:
Report Number: 3-4492
Report To: Stephanie Garrett
Sills
Sills
Moore
Taylor I Rockfish
Turkey
Sample I
Creek
Creek
Creek
Creek 903
Creek
EIS
DS .
Parameter
_ _
1
# 10428
110419
110430
# 10433
La h ID----
_
1l 0431 IN 10432
Fecal Coliform, colonies/]00 mL
1364 126
1360
1636 i 2700
9000 est.
Reviewed by: t'

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Agri -Grow Inc
Dennis Graham
359 Blackmore Rd
Warsaw, NC 28398
910-293-7466
02-18-2003
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO.Box 219
Kenansville, NC 28349
910-296-2120
Developer Signature �y
r
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. i have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
`ftd
6 3
Signature (owner) Date
g 3
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: qA1 a
Technics Specialist Signature Date
----------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 Cover Page 1

0
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 9,789,120 gals/year by
a 10,560 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
22546
Incorporated
38721
Injected
42642
Irrigated
24507
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year l
24,626.85
9,836,972
47,852
------------------------------------------------------------------------------------------------------------------------
Note: In source 1D, S means standard source, U means user defined source.
857435 Database Version 2.0 Date Printed: 02-18-2003 Source Page I of 1

Narrative
This WUP is written based on a wetted acres footprint(see attached).
TRACT 72030 pulls 1 I & 14(8.4ac) and pulls 12& 13(7.83ac) may be sectioned and grazed in a control
grazing rotation.
The NITROGEN rate to use is 244lbs Nlac- for grazing and 325lbs N/ac cutting hay.
The NITROGEN rate for the smallgrain overseeding is 50lbs N/ac.
-------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed. 02-18-2003 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching index for each
field is shown, where available.
Planned Crops S
Tract
Field
Leaching
Index (LI)
Soil Series
Cr SNuence
RYE
72030
Pi
N/A
Norfolk
Small Grain Overseed
I R Tons
Hybrid Bermudagrass Hay
6.5 Tons
72030
Pit
NIA
Norfblk
Small Grain Overseed
1.0 Tons
Hybrid Sumudagrass Pasture
6.5 Tons
72030
P12
NIA
Norfolk
Small Grain Overseed
1.0 Toms
Hybrid Bermudagrass Hay
6.5 Tons
72030
P13
NIA
Norfolk
Small Grain Oversecd
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72030
P14
NIA
NorfiAk
Small Grain Overseed
1.0 Toms
Hybrid Bermudagrass Pasture
6.5 Tons
72030
P2
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72030
P3
NIA
Norflk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass flay
6.5 Tons
72030
P4
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudapass Hay
6.5 Tons
72031
Plo
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72031
P5
N/A
Norfolk
Small Grain Overseed ,
1.0 Tons
Hybrid Bermudagrass Hag'
6.5 Tons
72031
P6
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudag ass Hay
6.5 Tons
720311
P7
NIA
orfolk
Small Gram Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72031
P8
NIA
Norfolk
Small Grain Overseed.
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
72031
P9
NIA
orfoik
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
---------------------------------------------------------------
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
< 2
soluble nutrient leaching below the
root zone.
> 2 &
oderate potential to contribute to
Nutrient Management (590) should be planned.
< = 10
soluble nutrient leaching below the
troot zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding rapacity and improve nutrient use efficiency
> 10
root zone.
should be considered- Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
Fitter Strips (393) and Riparian Forest Buffers (391).
- ----------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements,. and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used -to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
on Table Year 1
Tract
I Field
Source
J.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm,
Fert.
Nutrient
Applied
Res.
(lbs/A)
I
Avolic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
I/A
tons
1000 nis
tons
72030
P)
S7
Norfolk
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19,97
0
119.83
0.00
72030
PI
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/31
$325
0
0
Imp,.
325
129.82
0
778.91
1 0.00
72030
Pit
S7
Norfolk
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig
50
19.97
0
119.83
0.00
72030
Pit
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Pasture
6.5 Tons
*3/1-10/31
*244
0
0
Irrig.
2441
97.46
0
584.78
0.00
72030
P12
S7 .
Norfolk
5.23
5.23
small Grain Overseed
LO Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0
104.45
0.00
72030
P12
S7
Norfolk
5.23
5.23
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/31
*325
0
0
brig,.
325
129.82
0!
678.95
0.00
72030
P13
S7
Norfolk
2.60
2.60
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0
51.93
0.00
72030
Pl3
S7
Norfolk
2.60
2,60
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irria,
325
129.82
0
337.53
0.00
72030
P14
S7
Norfolk
2,40
2.40
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0
47.93
0.00
72030
P14
S7
Norfolk
2.40
2.40
Hybrid Bermudagrass Pasture
6.5 Tons
*3/1-10/31
*244
0
0
Irrig.
244
97A6
0
233.9i
0,00
.... •-•---------- ---------------------------------------------------------------------------------------- ------------ ----------------------------------•---------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Page 1
1.0

Wactp T hiliynflnn TAIP
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Read
Comm,
Fert.
Nutrient
Applied
Res,
(1bs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs1A
1000
l/A
tans
1 1000 aals
tons
72030
P2
S7
Norfolk
5.32
5.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
106.25
0.00
72030
P2
S7
Norfolk
5.32
5.32
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10131
*325
0
0
IrriR.
325
129.82
0
690,63
0.00
72030
P3
S7
Norfolk
4,97
4.97
Small Grain Overseed
1.O Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
99.26
0.00
72030
P3
S7
Norfolk
4,97
4,97
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
•325
0
0
Irria.
325
129.82
0
645.20
0.00
72030
P4
S7
Norfolk
5.32
5.32
1 Small Grain Overseed
1.0 Tons
10/I-3/31
50
0
0
irciR.
50
19.97
0
106.25
0.00
72030
P4
S7
Norfolk
5.32
5.32
Hybrid Bermudagmss Hay
6.5 Tons
*3/1-10131
*325
0
0
IrciX
325
129.82
0
690.63
0.00
72031
P10
S7
Norfolk
2.74
2.74
Small Grain Overseed
1.0 Tons
10/1-3/31
SO
0
0
IrciR
50
19.97
0
54.72
0.00
72031
PIO
S7
Norfolk
2.74
2.74
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/31
0325
0
0
Irrig,
325
129.82
0
355.70
0.00
72031
P5
S7
Norfolk
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
119.83
0.00
72031
PS
S7
Norfolk
6,00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
296
0
0
Irrig.
296
118.24
0
709.41
0.00
72031
P6
S7
Norfolk
4.87
4.87
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0
97.26
0.00
72031
P6
S7
Norfolk
4.87
4.87
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
Irria.
325
129,82
0
632.22
0.00
72031
P7
S7
Norfolk
4.93
4.93
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
IrriX
50
19.97
0
98.46
0.00
72031
P7
S7
Norfolk
4.93
4.93
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
4
IrciR,
325
129.82
0
640.00
0.00
72031
P8
57
Norfolk
6.00
6.00
Small Grain Overseed
1.0 Tons
1011-3l31
50
0
0
Irrig.
50
19.97
0
119.83
0.00
72031
P8
S7
Norfolk
6.00
6.00
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/31
*325
0
0
IrriR
325
129.82
0
778.91
0.00
72031
P9
S7
Norfolk
5,57
5.57
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
IrriR,
50
19.97
0
111.24
0.00
7203I
P9
S7
Norfolk
5.57
5.57
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10131
•325
0
0
IrciR
325
129.82
0
723.09
0,00
------------•-------------------------------------------- - ------ ------------------- ------ --------------- ------------•-------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Page 2

Wastes ITtili7ntinn Tnhle
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fat
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
liquid
Manure
Applied
(acre)
Solid
Manure
,applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
l/A
tons
1000E47.85
tons
Tout Applied, 1000 gallons
9,8
Lagoon Liquids
Total Produced, 1000 gallons
9,7
13alancc, 1000 gallons
-
Total Applied, tons
0.00
Manure Solids
Total Produced, tans
0.00
Baianoq tone
o.o0
Notes: 1. In the tract column, symbol —means leased, otherwise, owned. 2. Symbol * means user entered data.
857435 Database Version 2.0 Date Printed: 2/18/03 WUT Pale 3

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Attwurrt
(inches)
72030
Pl
Norfolk
0.50
0.96
72030
Pt l
Norfolk
0.50
0.%
72030
P12
Norfolk
0.50
0.%
72030
P13
Norfolk
0.50
0.96
72030
P14
Norfolk
0.50
0.96
72030
P2
Norfolk
0.50
0.96
72030
P3
Norfolk
0.50
0.96
72030
P4
Norfolk
0.50
0.96
72031
P10
Norfolk
0.50
0.96
72031
P5
Norfolk
0.50
0.96
72031
P6
Norfolk
0.50
0.96
72031
P7
Norfolk
0.50
0.96
72031
PS
Norfolk
0.50
0.96
72031
P9
Norfolk
0.50
0.%
_____________________________________________________________________-_-_-______-_-_-____.
857435 Database Version 2.0 Date Printed: 02-18-2003 IAF Page l of 1

The following Lagoon Sludge N itrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. in most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should betaken not to bad effluent application folds
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lh/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Can 120 bu
150
13.16
132.38
264.77
397.15
Hay 6 ton R.Y.E.
300
26.32
66-19
132.38
198.58
Soybean 40 bu
160
14.04
124.11
24822
372.33
---------------------------------------------------------------------------------------------------------------------- -----
857435 Database Version 2.0 Date Printed: 02-18-2003 Sludge Page 1 of l

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility- if the available storage capacity is greaterthan the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Desi Storage Ca aci
Start Date
10/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
92
1
2
72
1
3
93
1
4
107
1
5
120
1
6
134
1
7
147
1
8
160
1
9
175
1
10
158
l
11
136
1
12
115
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding 10ss than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
---------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 1

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 and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste 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 canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
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.
-------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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.
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 of animal waste during the crop
season.
--------------------------------------------------- --- ------------------------------ ---
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 3

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 nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for rive
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-----------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 2/18/03 Specification Page 4

Crop Notes
The following crop note applies to field(s): P1, P10, P12, P13, P2, P3, P4, P5, P6, P7, P8, P9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row- Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): P 1, P 10, P 11; P 12, P 13, P 14, P2, P3, P4, P5, P6, P7, P8, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drilI row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Aii,'o, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
------------------------------------------------------------------------------------------------------------------------
857435 Database Version 2.0 Date Printed: 02-18-2003 Crop Note Page 1 of 2

The following crop note applies to field(s): P11, P14
Bermudagrass: CP, Mineral Soil, Moderately Well Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31 _ Cover sprigs 1" to 3"
deep (l .5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 buiac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply SO to 100 Ib/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
857435 Database Version 2.0 Date Printed: 02-18-2003 Crop Note Page 2 of 2

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Agri -Grow Farms COUNTY Duplin
Adress 359 Blackmore Rd
Warsaw, NC 28398 DATE 2./18./03
Telephone [phone]
TABLE 1 - Field Specifications
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Approkmate
Maximun
Useable Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Sot! Type
Slope
{96)
Crop(s)
Mardmun
Application
Rate (3)
(€Nhr)
M Wumn
Application
per Irrigation
cycle (3)
(inches)
72030
p1
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0-5
BermudalSmallgrain
0.5
1
72030
p2
0.57
4.75
0
5.32 Et85
B-C
940
220
NoA
0.5
BermudatSmallgrain
0.5
1
72030
p3
0.57
4.4
0
4.97 E185
B-C
865
220
NoA
0-5'
BennudalSmallgrain
0.5
1
72030
p4
0.6
4.72
0
5.32 EE90
B-C •
860
239
NoA
0-5
BermudafSmallgrain
0.5
1
72031
p5
0.6
5.4
0
6 EE90
B�C
985
239
NoA
0-5
Bermuda/Smaiigrain
0.5
1
72031
p6
0.57
4.3
0
4.87 E185
&C
US
220
NoA
0.5
BermudalSmallgraln
0.5
1
72031
p7
0.6
4.33
0
4.93 EE90
B-C
789
239
NoA
M
BermudatSmallgrain
0.5
1
72031
p8
0.6
5.4
0
6 EE90
B-C
985
239
NoA
M
SennudalSmailgrain
0.5
1
72031
p9
0.57
5
0
5.57 E185
B-C
985
220
NoA
0.5
9errnudWSmallgrain
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas,
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crap used.
Wettable Acre Computational Worksheet Completed by: I Billy Houston Date 2./18./03

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name Agri -Grow Farms _
Adress 359 Blackmore Rd
Warsaw, NC 28398
Telephone [phone]
TABLE 1 - Field Specifications
COUNTY Du lid n —
DATE 2.118./03
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Apprmdmate
Ma)dmun
useable Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Ma)dmun
Application
Rate (3)
(inthr)
Ma)dumn
Application
per Irrigation
cycle (3)
(inches)
72031
plo
0.6
2.14
0
2.74 EE90
B-C
390
J 239
NaA
1 0-5
BermudalSmallgrain
0.5
1
72030
pit
0.6
5.4
0
6 EE90
B-C
985
239
NoA
0-5
BennudalSmaligraln
0.5
1
72030
p12
0.57
4.66
0
5.23 E185
B-C
922
220
NoA
0-5
Bermuda/Smallgraln
0.5
1
72030
p13
0.3
2.3
0
2.6 EE90
5-C
775
129
NoA
0-5
Berrnuda►Smallgrain
0.5
1
72030
p14
0.6
1.3
0.5
2.4 EE90
B-t3
235
239
NcA
0-5
BermudalSmallgrain
0.5
i
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: Billy Houston Date 2.118.103

v
nroia7�an n �"�^"
�NfiSON 150 SERIES BIG GUN® PERFORMANCE -- U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T - Specify size when ordering
Flow Path
40=sum o P Fwfn. }..r
0.7 0' 0.80' 0.90' 1.0' 0 1.2' 1.3' 1.4'
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI
GPM
DIA. FT
GPM
DIA. FT.
GPM
DU►_ FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA Fr.
50
100
250
130 . 270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
1 128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
l35
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
"0
545
460
632
481
150 TAPER RING NOZZLE
150TR
COMPONENTS'
# �i 86
150TR = Body + Cap + 1 Taper Ring
773 #�92339 # 2286
Specify size when ordering
Fiow Path:
0.88" 0.96"
1.04" 1.12'
1.2' 1.28" 1.36'
9236-022 9238-02A
9238-026 9238-028 9238-030 9238-032 9238-034
PSI
GPM
DIA. Fr.
GPM
DIA- FT.
GPM
DIA. Fr.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DtA. FT.
f 50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
36A
347
381
404
397 1
467
409
90
181
320
220
340
262
357
313
377
36t
396
429
411
495
424
100
191
329
231
350
277
366
330
386
399
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 150R COMMHENTS.
15OR = Body + Cop + Set of 7 Rings #997773 #6287--iiT # 2&
Specify size when ordering
EJ3{j�j]
1�1
Flow Path
CD 1'
0.86' 0.97' 1.08' 1.18'
1.26' 1.34'
1.41" 1.47'
6287-086 6287-097 6287-108 6287-118
6287-126 6287-13A
6287-141
PSI 4
GPM
DIA. FT-1
GPM
DIA. R
GPM
DIA. F.
GPM
DIA. FT.
GPM
DIA. FT. j
GPM
DIA. FT
GPM
DW FT.
GPM
DIK Fr.
50
100
245
! 130
265 1165
285
205
3D0
255
320
300
335
350
35D
385
353
60
110
260
143
280
182
300
225
315
275
335
330
350
1 385
365
423
368
70
120
270
155
290
197
310
245
330
295
350
355
365
415
380
458
383
80
128
280
165
300
210
320
260
340
315
360
380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
157
315
1 204
335
258
360
1 320
380
385
400
465
420
545
435
603
439
Di-w- - b-d m 2P .gdvy rro G.? p.k•*v- -do- o- dr &.:N- N-h- LAO-
C-pWtb- o-. - -..W-ftfi" 1.9-06V dqd ad'va .+�viy v �dw
Nobw lrripntioa Gwalioo INS AirW RL 11Yt i Wala, WA 993R MA Td: %93 5.7680 Fa:: SH-525.1907 [-mml: n4m@?aehaainuom YNt bh h—. trtn¢ndmirrip iaamat
0

CAN:'<IP Wcrabic ,:Te Traveling Gun Field Dais sheet V20/99
Hard Hose Traveling Gun System
FIELD DATA SHEET
I . Make and model number -- q v 4f-f
?. Hose length qf-g [feet] and hose inside diameter (ID) 3 ,oa [inch]
3. Gun make and model number o
4. Gun nozzle size (inch], ring orifice, taper bore orifice.
5. Gun arc angle I(deg: ees]
6. Travel lane spacing 12, o [feet]. Indicate whether uniforrr� f` random.
Number of exterior hydrants 2 . Number of interior hydrants 4
7. Gun wetted diameter ?_.�: Y [feet]. _� measured, based on V..sn chart.
S. an pressure 0 _(psi]. —`� observed at u oring gauge,
determined fiom gun charts, calculated (show calculations)
9. Operating pressure a; hose reel [psi]. observed at working ga'uga ,
pro�'ded by owner.
F * 10. Supply line size 44, ^ (inch] (i om pump to last hydrant).
"* 1 I . Supply line lend, feet (im-axii-num pumping distance)-
12 Supply line - pe PVC, aluminum.
113. Pump rnake a -id rnodel number
* I Pa;np ca?gear, , - [gz'n]
1 Erb = e rra"-'t and model number
of-
6. Electric r o�cr i~o:set wer a �d rpm [hp]
\ote I, is s�rcraly reco=riend,d that ooer-a:;na pressture at the reel any -eu
_ ,
cia.:-r,e.e. be field detrrntr,-_.
,,
x Locate ear% hydrant on a cupy of the map Indicate the S,a, � and stop Cti_ t e spr imkjer
for each travel lane and shoe.- distance uavek�d. Snow- the location Ot tit s4oaly line.
Irriz=ted acres «il: be deterrniried b c:av-a' ia±:e
Optiona' data, where poss ile.
In o..,a,ion -,rru>ned by
. ar,ti�or
Si� :ur: o; O«: _: or FaHiity Represcmati•. _ Si Lre o; Tec6i:;a Spezialist
-
Prin:_d Nam- o; OF,_r or r`a.:ility Repr=s-marl..
Dare IjI d 0)
Printed nx-nz ofT_-zh:_-i1 Spe. ialis<
Date o
"" 0 Jv the per, sor, or persons collecting the data should sign the data sheet.

,.arkshecfs nfay be needed) HARD HOSE TRAVELER "
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) _'? 1 Field number (identification)
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Dumber of travel lanes # Interior lanes "" Exterior lanes 1�5- feet] Length of pull(L1)
—1-- - # Interior lanes # Exterior lanes 9q-0[feet] Length of pull(t2)
�
Interior lanes 4 Exterior lanes AF = Len th of L ll(L3 _ [• i o P � )
4. Wetted diameter I5�- [feet] from Field Data Work -sheet
5. Spacing 23 0 Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout ✓ Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or I Exterior (lane/hydrant)
(a) .Acres start end of pull from Table EE9.) Column p
,4 a (b) Acres middle portion of pull (1-1)
]Pull length'1K [feet] X Wetted width22I [fe:t]} / 43,560
o (c) Acres stop end of pull from Table f_ Ea , Column c
_.O Total acres for travel lane length (1-1) (Sum: a + b + c)
Travel lane length (L, 2 Interior or _Exterior {lane,�hydrant)
(a) Acres start end of pull from Table EIe'f— Column �
(b) Acres middle portion of pull (1-2)
(Pull lena hggi) [feet] X Wetted_>i;dth 20 (feet]♦ / 43,560
(c) acres stop end of pull from Table Column c
J I 2 Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L_) 3 Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table EIPr Colunin G
(b) Acres middle portion of pull (1-3)
{Pull length 6 [feet] X wetted width Jao [feet]) / 43,360
(c) Acres stop end of pull from Table Clil-_ Column e
4.99 Total acres for travel lane length (1-3) (Sum: a + b + c)
S. Llultiply- the tabulated irrigat_d acreage Value per tra%-el pull by the nu:nbe. of pu'ls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
5.00
(a) Acres per travel lane length (1-1)
X
# Lanes =
acres
.3a-
(b) Acres per travel lane length (1-2)
X
# Lanes =
acres
'1-•9 h
(c) Acres per travel lane length (1.3)
X
#Lanes =
Acres
Total C.-k*"fP '%vettable acres for field (Sum: 8a + 8b + 8c)
%Vettable .Acre Computational Worksheet Completed by:
Signature of technical specialist
15

-.1,. '.mac.. ._ - ... .- .w+.b_^r w"T'.3�.5C„�''1/► n.4t -��� • ��„�+. S�78ttBSfM'. 4. _ ,?. ,,,�. - 'C
wksherts rrray be nectfed) ~r -fix y � � t•1ARD HOSE T LEit''
IRRIGATION SYSTENE
Hard Hose Traveling` ;Gun" System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31 `24 Field number (identification)
2. Irrigation system designation ' Existing irrigation system New/expanded irrigation system
3. Number of travel lanes interior lanes Exterior lanes feet] Length of pull(Ll)
Interior lanes �� n Exterior lanes 9-S' [feet] Length of puil(L2)
6 - Interior lanes 7- c:ti:2:i01' Lanes t?4i i.1 Oi pL:lli,l3)
4. Matted d:a^ e'er ESL f*aet] from. Field Data Wor"-Is eet
5. Spacing ;-�o Hvdrant spacing [feet] [as a percentage oi',%-etzed diameter]
6. Hydrant layout ✓ 11ultipie hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on panern, spacing, and travel lane location.
Travel lane length (L, Interior or 4 Exterior (lane/hydrant)
6 (a) acres start end of pull from Table FE a Coluri: r. Q
(b) Acres middle portion of pull (1-1)
(Pull length nO [feet] X Wetzed .:idth 1?9 ,fez--,]) / 43,560
(c) acres stop end of pull from Table EECColumn `
S 3 - Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or S Exterior (lane; hydrant)
.60 (a) Acres sta. end of pull from Table EE9 ,� Ccl .n i Q
.S`f4 (b) Acres middle pon-ion of pull (1-2)
JP:ll length Wr [feet] X 231 [_zet1! 143,560
(c) .acres stop end of pull from Table Column 4
6.0 Total acres for travel lane length (1-2) (Sum: a + b + c)
Travel lane length (L, 6 Interior or Exterior (lane hydrant)
•S� (a) acres start end of pull from Ta'71e ET,?S Col : :^ /7
'-F. 3 (b) :acres middle portion of pull (1-3)
(Pull length,?W- [feet] X «'et<ed width - 2a [feet]j / Y3.5o0
(c) acres stop end of pull from Table EI-F Co!urnn c
48`) Total acres for travel lane length (1-3) (Sum: a + b + c)
S. the tabulated irrigated acreage s•alue per travel pull by the nu:nbe, of cu'. s of each
categor\' in the Feld_ Add ad of these, and this is the total irrigated acreage for the f e'.d.
3732,
(a) Acres per travel lane length (Ll) X
>T Lanes -
acres
6. °
(b) Acres per travel lane length (1-2) X
" Lanes =
acres
4.8'1
(c) acres per travel lane length (1-3) X
# Lanes =
acres
16.11 Total Ca«-%iP wettable acres for field (Sum: &a + 8b + 8c)
I'Vettable acre Computational 1`'orksheet Completed by: Date: i
SFgnatu.e of technical specia:ist
15

:ra7+S;.i7. •.-. -;,:�'vi"r,h'•tom'-�.;iy;-s.�=,;ti^,.+�Mi }�."
.orbherts may be neetted) HARD HOSE • ,
IRRIGATION 3YS1
Hard Hose Traveling Gun: System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) .3I-26 _ Field number (identification)
2. Irrigation System designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel Ianes -19�-, # Interior lanes : Exterior lanes #fir _ feet] Length of pull(Ll)
40 Interior lanes p7 # Exterior lanes 9ol9 [feet] Length of pull(L2)
lnte.-lor la es Q r c:.:2:iiv: i3 n25 id'-!^ 0: pt.liiL3)
4. � Vetted d:2m--,e' �3 % [Feet] from Field Data Wor,she-�h
5. Spacir.g zz 0 Hydrant spacing [feet] [as a percenta;e of .. et:ed diameter]
6- Hydrant layout ✓Multiple hydrants Single hydrant Excessi�_l� sr iced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriaFe table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, :2:Interior or. Exterior (lanelhydrant)
­P1 (3) acres 5t3:t end of pull from Table =- Colur -n —z°"
(b) Acres middle potion of pull (1-1)
{pull length +? [feet] X Fretted ::;drn 43,560
(c) acres stop end of pull from Table ;=-�_ Column `
fit` Total acres for travel lane length (LI) (Sum: a + b + c) '
Travel lane length (L_) Interior or `1 Exterior (lane,'hydcant)
.to (a) acres start end of pull from Tabl? EE9t) Column
c4.33 Co, acres middle portion of pull (1-2)
(PL;11 length '73 [feet] X L'eetli It 43,560
(c) acres stop end of pull from. Table M'-) Celu::+n t
4.13 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel Iane length (L, interior of jL-Exterior {la„e;h}drant}
60 (a) acres start end of pull from Table EE4 o Co!u ::n Q
,40 (b) acres middle portion of pull (1-3)
{Pull length V7" [feetj .\ Wetted sti=.dth 13� [feet]) 143.560
(c) acres stop end of pull from Table EE90 Column. G
6,0 Total acres for travel lane length (L3) (Sum: a + b + c)
S. Mulzzip:v the tabula'ed i:ri a:ed acreage value per travel pull by the number of cu: s of each
ca:egor}• in the field. add all of these, and this is the total irrigated acreage for the fie'd.
;2 �.
(a) acres per travel lane length (LI) X
# Lanes =
acres
4.111
(b) acres per travel lane length (L?) X
R Lanes =
acres
6r0n
(c) acres per travel lane length (L3) X
# Lanes =
acres
Lq3:L Total CA-W.Sill «•ettable acres for field (Sum: &3 + 8b + 8c)
Wettable .Acre Computational Work -sheet Completed by: -- Date:
Sizna:u:e of technical speeialist
15

. orlksheres rnery be +tented)
1.
2.
3.
4.
5.
6.
7.
Hard Hose Traveling' Gun, System
COMPUTATIONAL WORKSHEET
Farm number (identification) 3 Z Field number (identification)
Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
Number of travel lanes A # Interior lanes Exterior lanes � feet] Length of pull(L1)
rr Interim lanes 10 Exterior lanes j 1 a [feet] Length of pull(L2)
inccrior is :ei _[l =_:, L2r10r Z. e:io is;es 7�[ ;: pUR13)
Wetted diameter 23'P {feet] from Field Data Wor sheet
Spacing 120 Hvdrant spacing [feet] [as a per ? of wetted diameter]
Hydrant layout ✓'Multiple hydrants Single hydrant Excessively spaced hydrants
Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, 9 Interior or Exterior (lane/hydrant)
' S 7— (a} ,acres star end of pull €mm Table F2PS_ Colun:::
S P (b) ?acres middle pot ;ion of pull (1-1)
[Pull length 4?S" [feet] X Wetted .;id-h .2,1 a 43,360
(c) acres stop end of pull from Tab:_ ELh7-_ Co?umm
SS9 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L, Interior or 10 Exterior (laZe,'hydrant)
.60 (a) acres sta<< end of pull from Ta�ie Co!;=,n G
1 Lf (b) Acres middle portion of pull (1-2) .
(i kll lend h 90 [feet] X Wette4,*'dzh 239 [:zetij 143,560
(c) .acres stop e:td of pall from, Table E�71 a Coiu: tin e
24 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (laneihvdrant)
(a) acres start end of pull from Tab?e MJ Column Q
.540 (b) acres middle portion of pull (1-3)
([hill length' [feet] X Wetted to id:h.1.34 (,eet]i 143.360
(c) acres stop end of pull from Table FEV Column �
&.0 Total acres for travel lane length (1-3) (Sum: a + b + c)
S. Multlp`v the tabulated irrigated acreage value per tra%•el pull by the nu:nber o: cu':ls o: each
category in the field. add a1 of these, and this is the total irrigated acrea, _ for the field.
SS' (a) Acres per travel lane length (1-1) X Lames = acres
(b) ,acres per travel lane length (1-2) X : Lanes = acres
6•01 (c) Acres per travel lane.leng h (1-3) X # Lanes = .acres
AtIL Total CA«7.%iP Nvettable acres for field (Sued: &-i + 8b + 80
Vv'ettable Acre Computational N orksheet Completed by: —1A 1h,x
s+gna:ure of technical specialist
15

„erkshertt rgdy be nee kd)
r
HAMM
IRR1GATi
Hard Hose Traveiing .,Gun System
COMPUTATIONAL WORKSHEET
W
1. Farm number (identification) 3 1-26 Field number (identification)
2. Irrigation system designation ---I Existing irrigation system Newlexpanded irrigation system
3. Number of travel lanes 12 Interior lanes : Exterior lanes V-2 feet] Length of pull(LI)
Interior lanes 13 # Exterior lanes 2S (feet] Length of pull(L2)
rr Interior is :�2s i = rx:e,ior lanes 2jj— [;cell 1_e Zza o: pt:lik,L3)
4. V,?tted d?ame-er Ifeetj from Field Data Wor' street
5. Spacing 120 Hydrant spacing [feet] (a5 a percentage Of wetted diarReterj
6. Hydrant layout ✓ Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L_) ),;� Interior or Exterior (lane/hydrant)
--S7 . (a) Acres start end of pull from Table L- �:� CoLirn , G
�J.Lb (b) Acres middle portion of pull (1-1)
(Pull length �i1' (feetj X Z`'ettzd:met) / 43,560
(c) Acres stop end of pull from Table CJ?,- Co!umn G
.513 Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lame length (L, Interior or 13 EYtenor (lane,'hydrant} [(0,6 �) ' p'3°�
0.3 (a) Acres sta end of pull from Table EEi Celt:mn %?
2.3 Cb) Acres middle portion of pull (i_?)
{mull length ?75- [feet] X Wen v;dt^ 1211 43,560
(c) Acres stop end of pull from Tib'.eEE4 v Cclimn c-
2. bU Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane; hydrant)
O.b (a) acres start end of pull from Table F 3 O Columrn
1. 3 (b) .acres middle portion of pull (1-3)
3Pull length.. 3f [feet] X Wetted widcn.231[czetii / =3.560
0.5D (c) .acres stop end of pull from Table EE9 o Column G
I.L+ Total acres for travel lane length (1-3) (Sum: a + b + c)
S. the tabula,ed irrigated acreage value per travel pull by the nu:..be: o4 each
category in the fie'd. Add aJ of these, and this is the total irrigated acreage for the fie'.`.
S2 33 (a) Acres per travel lane length (L1) X # Lanes = Acres
2,b_ (b) Acres per travel lane lenp h (i.2) h Lanes = Acres
2.4 (c) Acres per travel lane length (1-3) X Lanes = acres
12,_Ia Total P--vettable acres for field (.Sum: &-t + 8b + 8c)
Wettable :acre Computational Work -sheet Completed by: ��.� -- Data: 17 �
5ignatu.e of technical specialist
15

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dennis Graham
Agri -Grow Inc
359 Blackmore Road
Warsaw NC 28398
Dear Dennis Graham:
1Tk?W'J
NCDENR
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 4, 2002
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Agri -Grow Inc
Facility Number 31-26
Duplin County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated_ Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by John Hunt on 7/27/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X"_
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Stoney Mathis the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Stoney Mathis, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Stoney Mathis at [phone]. If within 90 days you
are unable to provide Stoney Mathis with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% past -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Detenmination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
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 Sonya Avant of our
Central Office staff at [phone] ext. 571.
cc: Wilmington Regional Office -
Duplin County Soil and Water Conservation District
Facility File
Carroll's Foods, Inc.

Wettable Acres Determination Certification
Name of Facility: Facility Number:
Owner(s) Name: Phone No:
Mailing Address:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature: Date:
Technical Specialist Name:
Technical Specialist Signature:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

State of North Carolina
Department of Environ
and Natural Resources 0
Michael F. Easley, Governor r �:
William G. Ross Jr., Secretar
Kerr T. Stevens, Director
July 2, 2001
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dennis Graham
Agri -Grow Inc
359 Blackmore Road
Warsaw NC 28398
0
EL
ACDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Agri -Grow Inc
Facility Number 31-26
Duplin County
Dear Dennis Graham:
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by John Hunt on 7/27/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing John Hunt the necessary information
to potentially exempt your facility from undergoing a complete wettable acre determination.
Please submit this information to John Hunt, at 3800 Barrett Drive, Raleigh, NC 27609,
within in 90 days of the receipt of this letter. If you have any questions please contact John
Hunt at [phone]. If within 90 days you are unable to provide John Hunt with the
information you are automatically required to complete a Wettable Acre
Determination as described by Category 2 below, within 180 days of receipt of this
letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]M
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact -a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil $ Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
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 Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
1
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
Carroll's Foods, Inc.

3i-2(P
Agri -Grow, Inc. D
359, Blackmore Rd. J
Warsaw,N.C. 28398 A P R 2 5 2 1
BY:
N.C. Dept. Of Environment, Health & Natural Resources
127, Cardinal Drive
Wilmington, N.C. 28405-3845
April 24, 2001
Subject: Agri -Grow, Inc. — Old Pond
Facility # 31-26
Duolin County
To whom it may concern,
The inactive lagoon referenced to in your letter dated May 22, 1999 has been closed. With help
from the Duplin County Soil Conservation Office, a plan of action was created and implemented in August
of 2000. The pond is now a fresh water fishpond
Sincerely,
Dennis , President
Agri-Grow,lnc.
Phone: [phone] agigrow@duplinnet.00m

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dennis Graham
Agri -Grow Inc
359 Blackmore Rd
Warsaw NC 28398
Dear Dennis Graham:
/ i
•
oft
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 8, 1999
Subject: Conditional Approval
Animal Waste Management System
Facility Number 31-26
Duplin County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements of
completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you of your
unresolved conditional approval status. Any facility receiving a conditional approval must notify Division of Water
Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the conditional certification
has been completed. Any failure to notify DWQ as required, subjects the owner to an enforcement action. As of
December 7, 1999, we have no record of any information from you, advising us of the status of your conditional
approval. Therefore, please fill out the attached form and have your technical specialist and landowner sign the form
in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter. Please be
advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to
provide DWQ with proper notification of your conditional certification status or possible failure to comply with the
requirement to develop and implement a certified animal waste management plan by December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
0
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledA 0% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Dennis Graham
Agri -Grow Inc
359 Blackmore Rd
Warsaw NC 28398
Dear Dennis Graham:
I L 0
! A01 N6
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANb NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-26
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial 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, DRY1, DRY2, DRY3, SLURI, SLUR2,
SLD1, 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.
Sincerely
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor BY:
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Dennis Graham
Agri -Grow Inc
359 Blackmore Rd
Warsaw NC 28398
Dear Dennis Graham:
�fVED IT V
J U L 0 2 1998
NOR&i4 00
CDENR
EN"RONMENT AND NATuRAL RESOURCES
June 26, 1998
Subject: Reissuance of Certificate of Coverage
No.AWS310026
Agri -Grow Inc
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on March 27, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Dennis Graham, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the Agri -Grow Inc, located in Duplin County, with
an animal capacity of no greater than 10560 Feeder to Finish and the application to land as specified in
the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS310026 dated March 27, 1997. The COC shall hereby incorporate by reference any
specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow
coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition 1II.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310026
Agri -Grow Inc
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
a
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

DRAFT
Draft - Revised January 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MAND TORY WA DETERMINATION
Facility Number 3 I --2-(Z, Operation is flagged for a wettable
Farm Name: A : - G EL.�1 acre determination due to fai f
On -Site Representative: ► .,�:-� 6R�tL� Part 11 eligibility item(s) F1 �V,3 F4
Inspector/Reviewer's Name: `S_ 4JA-`t—
Date of site visit: -7-4
Date of most recent WUP: �*
Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Annual farm PAN deficit: i -7 pounds
Irrigation System(s) - e rd-hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an 1 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.
E4 75% rule exemption as verified in Part 111. (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 111).
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:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of informati Imap.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 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 111.

_ _DRAFT
Draft - Revised January 20, 1999
Facility Number 2� -. Zj,::�
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'2
TYPE of
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
7 Zr- 3 r
lr
VQ
«
3
2.S
cc
.,
3 . S
Y
3
f a.
i
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

State of North Carolina
Department of Environment, MAR 3 Health and Natural Resources 1997
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 28, 1997
Dennis Graham
Agri -Grow, Inc.
359 Blackmore Rd.
Warsaw, NC 28398
Al T4
EDEHNR
Subject: Farm No. 31-26
Additional Information Request
Agri -Grow, Inc.
Animal Waste Operation
Duplin County
Dear Mr. Graham:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. As required by Part I
of the General Permit Application, please submit three copies of page 1 of the Certified Animal Waste
Management Plan Certification Form by March 30, 1997.
Please reference the subject farm number when providing the requested information. All
information should be signed, and submitted to my attention at the address below. Please note that failure
to provide this additional information on or before the above requested date can result in your application
being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], extension 362.
Sincerely,
Tz�
Michael T. Lewandowski
Environmental Engineer
State Engineering Review Group
cc: Wilmington Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 500/6 recycled/ 10% post -consumer paper

LAGOON DESIGN
Operator:DENNIS GRAHAM
County: DUPLIN
Date:
02/10/97
Has the site evaluation
been completed
&
approved:
YES
1. AVERAGE LIVE WEIGHT
(ALW)
i 0 sows (farrow to
finish)
x
1417
lbs. =
0
lbs
o sows (farrow to
feeder)
x
522
lbs. =
0
lbs
3520 head (finishing
only)
x
135
lbs. =
475200
lbs
0 sows (farrow to
wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other
0
lbs
Total Average Live Weight — 475200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 119680.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------- 365.0
Inside top width (feet) ---- ----------------- 325.0
Top of dike elevation ( feet) ------------------- 48.55
_
Bottom of lagoon elevation (feet) --------- --- 34.95
Freeboard (feet) --------------- •----_-- 1.00
Emergency spillway depth of flow(feet)-- ------ 0.20
side slopes (inside lagoon)--------------------- 3.0 1
Total .design volume using prismoidal formula
i SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 357.8 317.8 12.40
AREA OF TOP
LENGTH * WIDTH =
357.8 317.8 113709 (AREA OF TOP)
AREA OF BOTTOM t
LENGTH * WIDTH
283.4 243.4 68980 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
320.6 280.6 359841 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
113709 359841 68980 2.07
t Total Designed Volume Available = 1121228 CU. FT.
0

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
{ Length * Width ) + Surface area of connecting waste facility
365.0 325.0 0.0
118625.0 square feet
Buildings (roof and lot water) or impervious area
11064.0 square feet pescribe this area.
%15nRG -MP
TOTAL DA 129689.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 868032 gals. or 116047.1 cubic feet
t
5B. Volume of excess water
i Volume = 3185.9 gallons/day * 180 days storage/7.48 gallons
' per CF
Volume = 76665.6 cubic feet
} 5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.9 inches
180 days rainfall -- 22.5 inches
.Volume = 22.5 in * DA / 12 in. per ft. = 243167 cubic feet runoff
Volume = 13.9 in * lagoon DA/12 in./ft = 137407 cubic feet evap.
I
+ Volume = 105760 cubic feet

E 5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0.inches / 12
Volume = 162111 cubic feet
5E. Additional volume as follows:
7.5 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 76666 cubic feet
5C. 105760 cubic feet
5D. 162111 cubic feet
5E. O cubic feet
TOTAL 460584 cubic feet
6. SUMMARY
Temporary storage period=====____===__=_____> 180 days
Rainfall during wettest period of storage===> 22.5 inches
Evaporation during storage period======_____> 13.9 inches
25 year - 24 hour rainfall=====________ ___> 7.5 inches
Heavy rain======--__=-=-=_- _=__=_____=> 7.5 inches
Freeboard=====__-=-_______=___=_____________> 1.00 feet
Side slopes====-=W_________________________=> 3.0 1
Inside top length=====______________========> 365.0 feet
Inside top width=====_______________________> 325.0 feet
Emergency spillway elevation(if planned)====> 47.35 feet
Top of dike elevation====__ ---------------- �> 48.55 feet
Bottom of lagoon elevation__________________> 34.95 feet
Top of sludge elevation===============______> 36.65 feet
Total required volume=====__________________> 1055464 cu. ft.
Actual design volume===_____________________> 112�228 cu. ft.
Seasonal high watertable elevation (SHWT)===> 38.00 feet
stop pumping elev.======== ====__-------_----__> 42.80 feet
Must be > or = to the SHWT elev.====______> 38.00 feet
Must be > or = to min. req. treatment el.=> 40.95 feet
Min. Required treatment volume==========____> 475200 cu. ft.
Volume at stop pumping elevation=====_______> 522791 cu. ft.
Start pumping 45.85 feet
Must be at bottom of F.B. & 25 yr, rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 959117 cu. ft.
Volume at start pumping elevation=====__====> 955185 cu. ft.
Required volume to be pumped=====___________> 298472 cu. ft.
Actual volume planned to be pumped=====____=> 310502 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY:�� s APPROVED BY: Itl
DATE, �q DATE.,
sJ►5�"

02-02-' 16 13:00 FROM -
T-350 P0002/0003 F-576
March 20, 2000
Mr. Dennis Graham
359 Blackmore Road
Warsaw, NC 28398
Dear Dennis:
CARROLL'S FOODS, INC.
P. O, Drawer ass
WARSAW, NORTH CAROLINA 28398
Ikon and I went to your farm last Friday. We Added to the existing indicator as you
probably noticed. According to the design, the start pump marker should have been set at
32 inches below the low point on the dam. It is actually set at 39inches (7 inches too
low). We did not change this but did add an extension that shows the top -of pipe same as
low point on the dam and the first arm at 19 inches I have included a capacity log form►
showing the measurements. I would recommend that you continue to manage the liquid
level at the same bar (39 •inches) if this has worked for you. You have plenty of safety
designed into this lagoon but the 19 inch arm should satisfy DWQ as far as being out of
compliance.
If this does not work for you or DWQ, or is too confusing let me know and we will make
a new indicator and re -install. The farm looks real good and the levels were the best I
have seed for this time of year.
Sincerely,
Howard L. Robson, Technical Specialist
Carroll's Foods, Inc.
C00101260272

02-02-' 16 13:00 FROM-
T--350 P0003/0003 F-576
Permit Number: Farm Name,
Owner: , . ; .._ Number of lagoons at facility:
Operator in Responsible Charge: �- ..,._! ^_ -- -----Certificate Number:
If there is more than one lagoon at this facility,.please'describc in words or by drawing, which lagoon is identified as
la,zoon number 1. lagoon number 2. etc. and note fasterik *1 which lagoons_ if anv_ have ilesioneri ti,illways.
40ta Abd &S I 7
o est: Point
Ort The
mbankingnt
NEW A
... .perJ:aa
Record freeboard plus available storage ca eity in feet. ( Inches )
psis Le$4on Lagoon n l.aoon.# Initials Date Laeon # . La;oan s Laeoon # Initials
1. Freeboard vlus available storage capacity is the difference between the lowest point of a lagoon embankment and
the level of liquid. For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be
recorded.
2. Freeboard Plus available storage must be recorded weekly.
COD 10426027A-

-n
CD
Z
;U
Cr
0
ai
0
J
N
o
t.o
32." �,s desi
`
Fre4 rd
CD
Min
Freeboard
Full Flow in Spiltway (25-year, 24-hour Stone)
25-year, 24-hour Storm
Heavy Rainfall Factor (25-year, 24-hour Storm Minimum)
Precipitation Less Evaporation
F1Mf
Proper Operating
Range
$ Feet Minimum L
3
Manure, Wastewater, Excess Wash Weer
Minimum Treatment Volume
T ,,� 36•l>s�
Sludge Accumulation
9s
M41-
The minimum treatment volume is based on Volatile Solids.
Crest of Emergency Spillway can be any Outflow Device.
Permanent
Marker
Crest of
E�mergencY
Spllway
Maximum
Operating
Level
Minimum
Operating
Level
(Maximum
Drawdown)

Powell, David C
From:
Powell, David C
Sent:
Tuesday, February 02, 2016 2:15 PM
To:
Farnell, John
Subject:
FW: fac3126
Attachments:
crosssectionsummary_2_2_2016.pdf; HobsonFreeboardLetter_3_20_2000.pdf;
Lagoon Des ignRevised_2_10_1997.pdf
From: Billy Houston [mailto:[e-mail]
Sent: Tuesday, February 02, 2016 1:58 PM
To: Powell, David C <David.Powell @ncdenr.gov>
Subject: fac3126
David here is all I have found for this facility. It appears that 32in is the level.
Calk if you have any questions.
Thanks,
BILLYW. HUSTON
biliv.houstonOduolincountvnc.com
165 Agriculture Dr., Suite B
Kenansville, NC 28349
910-296-2120
Ext. 115
1

r l`
;Agri -Grow Farms
Fac 31-26
Scale 1 "=250' +/-
�i
P14
4; 2.4AC
off
.0 01,000
p'� LPG
T-72030
e�2 PG
CO
Qag3P,G
P6
4.87AC
T-72031 P5
6.00AC
P10
2.74AC

l
U f1A SOIL IANSERVAMN SERVICE cbm
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME bEM#A IS QPAi4AW%
LOCATION buPLthl C®-
SIZE OF OPERATION 3 s2,o ex9AK,% o, _ FARROW TO FEEDER
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY eAtioI.Cs ,Foo3) s FEEDER TO FINISH
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION 50 . d
FEET
AS DESIGNED
AS BUILT
INSIDE TOP DIMENSION
5Ee L-MM
DIKE TOP WIDTH
Z
�Z
TOP OF DIKE
48.55'
49'.55
BOTTOM OF LAGOON
3 4.35
34-• $
INSIDE SIDESLOPE
31 I
OUTSIDE SIDESLOPE
3: I
3• "I
PIPE INVERT
4.5.85
45. 8
CLAY LINERICORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES ✓ NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS
SIGNATURE , p ,�Y►Ct�•-�� TITLES"_2., DATE 7

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Powell, David C
From: Powell, David C
Sent: Thursday, May 18, 2017 10:59 AM
To: Joshi, J.R.; Elkin, Dave; Billy Houston
Cc: Garoma, Miressa; Gregson, Jim; King, Morelia s
Subject: RE: 31-26 certification/reshoot of both lagoons
To be clear, I know we are discussing the actions on the back lagoon #2, but I do think both lagoons need to be reshot
and markers reset. As I understand from JR, a technical specialist can reshoot a lagoon and reset the waste level gauge
but an engineer/Soil and Water staff would be even better for obvious reasons. I inform you to make sure we are on
same page on both lagoons, and the need to reset both gauges and ensure going forward there is no misunderstanding
in the records or with the owner about what has taken place and what the Freeboard level should be from now
own. Also, so that we all can have confidence in these markers since this facility has a hard time with freeboard
compliance and so you are aware of what the owner/permittee will be asking of you to respond to the NOV and you
have some knowledge up front so you will be able to satisfy that request. Thanks you for working with us on this
problem_
Thanks
David Powell, Environmental Specialist
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
water Re"Mrs
4mWNX +*tt Il14.auwut7
Tel. [phone]
Fax [phone]
For any emergency which requires immediate reporting after normal business hours, contact 1-800-85"368.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Joshi, J.R.
Sent: Thursday, May 18, 2017 10:42 AM
To: Powell, David C <[e-mail]>; Elkin, Dave <[e-mail]>; Billy Houston
<[e-mail]>
Cc: Garoma, Miressa <[e-mail]>
Subject: RE: 31-26 certification
Billy,
We all seem to be in agreement. We will appreciate if you could help them re -set the markers and send the
documents to David in response to his NOV with a copy to us. Hopefully this will help resolve the issues.

Thanks.
Soil Scientist
DWR Animal Feeding Operations Branch
Department of Environmental Quality
919 807 6341 office
iava.ioshi ct@ncdenr.4ov
1636 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699-1636
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Powell, David C
Sent: Thursday, May 18, 2017 10:38 AM
To: Elkin, Dave <delkin ([e-mail]>; Billy Houston <[e-mail]>; Joshi, J.R.
<[e-mail]>
Subject: RE: 31-26 certification
If JR Joshi is good with it then I am. I just sent a NOV REF for resetting freeboard markers on this farm. They will need to
send documents showing the waste level markers reset at correct levels of course.
Thanks
David Powell, Environmental Specialist
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
9WaWRespLMS
f*W0*W"#AL p 4AXrT
Tel. [phone]
Fax [phone]
For any emergency which requires immediate reporting after normal business hours, contact 1-800-858-0368.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.

From: Elkin, Dave [mailto:[e-mail]]
Sent: Thursday, May 18, 2017 10:35 AM
To: Billy Houston <[e-mail]>; Powell, David C <[e-mail]>; Joshi, J.R.
<jaya.ioshi2ncdenr.gov>
Subject: RE: 31-26 certification
Looks like it is headed in the right direction to me.
From: Billy Houston [ma iIto: billy. [e-mail]]
Sent: Thursday, May 18, 2017 8:59 AM
To: Elkin, Dave; [e-mail]; Josh!, J. R.
Subject: FW: 31-26 certification
Based on original survey elevations it appears there was around 0.55ft of settlement.(Original Li Dike Elev. 52.7 -- L2
Asbuilt Elev 49.55 =3.15ft difference) [5/10/17 survey Lldike 49.6 — L2 dike 45.94 = 3.66ft]
1 will work with this to get Ms. Schmalbach in compliance if everyone is in agreement.
Let me know ASAP.
Thanks,
BILLY W. HOUSTON
[e-mail]
165 Agriculture Dr., Suite B
Kenansville, NC 28349
910-296-2120
Ext. 115
From: Floyd Adams [mailto:mfadamsl223Ccbgmail.com]
Sent: Thursday, May 18, 2017 8:23 AM
To: 'Billy Houston'
Subject: RE: 31-26 certification
Billy,
What you sent looks like the original design certification from Raleigh, before construction.
So have you got everything figured out? Sorry I have not had any time to help look into this. This morning I found a file
with my documentation of the as built survey. See attached. I don't Know if it will help or not. Sometimes when things
get too old to put back together, you just have to start with what you've got and go from there.
Floyd
From: Billy Houston [maiIto: billy.houstonCabduplincountync.com]
Sent: Friday, May 12, 2017 11:25 AM
To:[e-mail]
[e-mail]
Subject: FW: 31-26 certification
Floyd here is a copy of the certification from Raleigh.
3

Thanks,
BILLY W. tIOUSTON
billy_.houstonOdunlincountync.com
165 Agriculture Dr., Suite B
Kenansville, NC 28349
910-296-2120
Ext. 115
From: ]oshi, I.R. [mailto: jaayya Joshi@ncdenr.c1
Sent: Friday, May 12, 2017 11:03 AM
To: Billy Houston (billy. houston(&duplincountync.com)
Subject: 31-26 certification
Please see enclosed...
Soil Scientist
DWR Animal Feeding Operations Branch
Department of Environmental Quality
919 807 6341 office
[e-mail]
1636 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699-1636
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
This communication (including any attachments) is confidential and is intended to be privileged pursuant to applicable law. If you are not the intended
recipient, or the employee or agent responsible for delivering it to the intended recipient, then you are hereby notified that the dissemination, distribution
or copying of this communication is prohibited. If you received this communication in error, please notify Smithfield Foods. Inc. immediately by telephone
([phone]) and then delete this communication and destroy all copies thereof
4

Operator: _________ ____________y=-___ ______> fac3126
County: =_ D�yu�ypuli/�n �{/i
Date:==== =arc===aa a====ac=-_____-_ _�_____�� flit####�#
Site Evaluation approved (yes or no)========>
sows (farrow to finish):===
sows (farrow to Yee eder):___ _________ ________> RETURN TO
head (finishing only):==___ _________ ________> 3520 CELL P1
sows (farrow to wean):_____ _________ ___ ___> ALT--B
head (wean to feeder):===__
Ave. Live Weight for other operations(lbs.)=> TO PRINT
Treat. Vol. for other operations(cu ft/lb)==> 0.00 ALT-P
Approx. 5 yr accum. sludge storage(cu. ft.)=> 119680 NO SLUDGE
Additional sludge stor. if desired(cu. ft.)=> 0 ALT-D O&M PLAN
25 Year - 24 Hour Rainfall (in.)===____====e> 7'.5 ALT-O
Heavy Rain(in.)=======--=___P==---- 7.5'
Rainfall during storage period (in.)=====___> 22-5 CONSTRUCT
Evaporation during storage period (in.)=====> 13.9 SPECS.
Drainage area of buildings & lots (sq. ft.)=> 11654.0- ALT-A
Surface area of connected waste faciiity(SB)>
Volume of excess fresh water (gallons/day)==> 3185:9 SEEDING
Temporary storage period (days)=====_=====a > 186 SPECS.
Additional temp. stor. vol. needed(cu. ft.)=> ALT-S
Additional treat. volume needed (cu. ft.)===> 0
Freeboard (ft.):===_____= a_________________> 1.00 TO CLEAR
if emer. spillway insert depth of flow(ft.)=> 6.20 ALT-C
Side slopes (inside lagoon):======a====sec==> 3.0 1
Inside top length (ft.):=___________________> 365..0 TO QUIT
Inside top width {ft.):===-na_______________> 325.0 LOTUS
Top of dike elevation (£t.):===a====-_____=_> 45.94 ALT-Q
Bottom of lagoon elevation {ft.}:===a=====_-> 32.34
Seasonal high water table(SHWT) elev.(ft.):=> 38.00
Total required volume:===== =====_==> 1055464 cu. ft.
Actual design volume:====__ =____===> 1121228 cu. ft.
Total required sludge storage vol.=> 119680 cu. ft.
Sludge storage based on trial elev=> 121892 cu. ft.
Top elev. of sludge by trial and error======> 34.04 1.70 ft. thick
NOTE: Increase the min. req. stop pumping el.
when necessary to maintain a min. 4 €t. liquid treatment depth
Stop pumping el.(> or = to 38.00 ft.SHWT)> 40.19 ft.
(> or = to 39.34 ft.Min.) 6.15 ft. liq.
Min.Required treatment volume: 475200 cu. ft.
Vol. at stop pump el. above sludge: 522791 cu. ft.
Start pumping elev.:________________________> 43.24 ft.
Volume at start pumping elevation: 955185 cu. ft.
Act. vol. less 25yr. and heavy rain: 959117 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:=a > 298473 cu. ft.
1,.S" [[Actual volume to be pumped : ==> 310502 cu. f t .
G'V%Y!�ItiTii�!'A IG✓' ;� rr .S ),I'�w..- _ la's H* .� 'i
~ 0� 4;
`'1

TEN
Bev-50.00
G L-46.1
Existn g
Bottom Spillway
GL-46.54
GL-46.1
F GLA5.9- -
GLA6.04
Baustmg
FB Marker
24"
WL-44.5
Current FB 17.3"
FAC-31-26

4'./
Powell, David C
From: Elkin, Dave <[e-mail]>
Sent: Wednesday, May 10, 2017 2:44 PM
To: Billy Houston
Cc: Powell, David C
Subject: Re: Fac 31-26
Dikes need repaired to original design
E.S. Should be approximately 15" below other lowest TOD
Sent from my iPhone
On May 10, 2017, at 1:39 PM, Billy Houston <[e-mail]> wrote:
HAVE NOT SET Freeboard marker as of 5/10/17.
Issues with current Spillway verses Dike Elevations.
SEE ATTACHED
THANKS,
BILLYW. HOUSTON
[e-mail]
165 Agriculture Dr., Suite B
Kenansville, NC 28349
910-296-2120
Ext. 115
<fac3126.bmp>
<1agoon3126.pdf>
This communication (including any attachments) is confidential and is intended to be privileged pursuant to applicable law. It you are not the intended
recipient, or the employee or agent responsible for delivering it to the intended recipient, then you are hereby notified that the dissemination. distribution
or copying of this communication is prohibited. If you received this communication in error, please notify Smithfield Foods, Inc. immediately by telephone
([phone]) and then delete this communication and destroy all copies thereof.

LAGOON DESIGN
Operator:DENNIS GRAHAM County:
DUPLIN
Date:
02/10/97
Has the site evaluation been completed & approved:
YES
1. AVERAGE LIVE WEIGHT (ALW)
i 0 sows (farrow to finish)
x 1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
3520 head (finishing only)
x 135
lbs. -
475200
lbs
0 sows (farrow to wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 30
lbs. =
0
lbs
Describe other :
0
lbs
To
E
a Average Live Weig =
475200
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 475200 cubic ft
(includes
0 cu. ft.
add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 119680.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------- _----
365.0
Inside top width (feet)----------------------
325.0
Top of dike elevation (feet)-----------------
48.55
Bottom of lagoon elevation (feet)------------
34.95
Freeboard (feet) ---- --------____________-------
1.00
i Emergency spillway depth of flow(feet)-------
0.20
Side slopes ( inside lagoon) ---------------------
3.0 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 357.8
317.8 12.40
AREA OF TOP
LENGTH * WIDTH
357.8 317.8
AREA OF BOTTOM
LENGTH * WIDTH =
283.4 243.4
113709 (AREA OF TOP)
68980 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
320.6 280.6 359841 (AREA OF MIDSECTION * 4)
CU. FT. _ KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
113709 359841 68980 2.07
Total Designed Volume Available = 1121228 CU. FT.

v
+ k
i
�
5.
5A.
I
}
5B.
5C.
I
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
365.0 325.0 0.0
118625.0 square feet
Buildings (roof and lot water) or impervious area
11064.0 square feet pescribe this area.
C jCk3ngG -rbv b�KR SLDG��
TOTAL DA 129689.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 1.80 days
Volume = .868032 gals. or 116047.1 cubic feet
Volume of excess water
Volume = 3185.9 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 76665.6 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - 13.9 inches
180 days rainfall = 22.5 inches
.Volume = 22.5 in * DA / 12 in. per ft. = 243167 cubic feet runoff
Volume = 13.9 in * lagoon DA/12 in./ft = 137407 cubic feet evap.
Volume = 105760 cubic feet

L.
t
5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0-inches / 12
Volume = 162111 cubic feet
5E. Additional volume as follows:
7.5 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 76666 cubic feet
5C. 105760 cubic feet
5D. 162111 cubic feet
5E. 0 cubic feet
TOTAL 460584 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 22.5 inches
Evaporation during storage period===========> 13.9 inches
25 year - 24 hour rainfall==================> 7.5 inches
Heavy 7.5 inches
Freeboard=============== ======_==========> 1.00 feet
Side slopes===-= _____________________> 3.0 1
Inside top length======================== ===> 365.0 feet
Inside top width=========__==_==___________=> 325.0 feet
Emergency spillway elevation(if planned)====> 47.35 feet
Top of dike elevation===== ----------------- _> 48.55 feet
Bottom of lagoon elevation=== ====_========> 34.95 feet
Top of sludge elevation=====================> 36.65 feet
Total required volume========== ========> 1055464 cu. ft.
Actual -design volume========================> 112�228 cu. ft.
Seasonal high watertable elevation (SHWT)===> 38.00 feet
Stop pumping elev.===========_______________- 42.80 feet
Must be > or = to the SHWT elev.==========> 38.00 feet
Must be > or = to min. req, treatment el.-> 40.95 feet
Min. Required treatment volume==============> 475200 cu. ft.
Volume at stop pumping elevation=== =_======> 522791 cu. ft.
Start pumping 45.85 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 959117 cu. ft.
Volume at start pumping elevation===========> 955185 cu. ft.
Required volume to be pumped= 298472 cu. ft.
Actual volume planned to be pumped==========> 310502 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED
APPROVED BY: A/ 4$rJ A,� ow.-$S (PC"
DATE: N tojRZ DATE: Z j 1719 7
" f,, C.O►S&.D"
*

T-350 P0002/0003 F--576
,02-02-' 16 13:00 FROM-
, .
March 20, 2000
Mr. Dennis Graham
359 Blackmore Road
Warsaw, NC 28398
Dear Dennis:
r..eAW­-.,PY
CARROLL'S FOODS, INC.
P. 0, Orawer 856
WAR SAW, NORTH CAR 0 L I NA 20300
Don and I went to your farm last Friday. We added to the existing indicator as you
probably noticed. According to the design, the start pump marker should have been set at
32 inches below the low point on the dam. It is actually set at 39inches (7 inches too
low). We did not change this but did add an extension that shows the top -of pipe same as
low point on the dam and the first arm at 19 inches I have included a capacity log form
showing the measurements. I would recommend that you continue to manage the liquid
level at the same bar (39 -inches) if this has worked for you. You have plenty of safety
designed Into this lagoon but the 19 inch arm should satisfy DWQ as far as being out of
compliance.
If this does not work for you or DWQ, or is too confusing let nic know and we will make
a new indicator and re -install. The farm looks real good and the levels were the best I
have seem for this time of year.
Sincerely,
Howard L. Hobson, Technical Specialist
Carroll's Foods, Inc.
C00101260272

02-02-'16 13:00 FROW
i-350 P0003/0003 F-576
Permit Number: Farm Name:
Owner; Number of lagoons at facility:
Operator in Responsible Charge: Certiftcate Number:
If there is more than one lagoon at this faciliW,.Mease'describc in words or by drawing, which lagoon is identified as
lagoon number 1. lagoon number 2, etc. and note (asterik *) which lagoons_ if anv_ have dt-d&ni-A ,nillwAvs.
i4or, Obti w5 I
o es Igo
nt Otl The
Embarrkme
New A
I fig•°�. � '+
�,
�
� 1s�tAQt�R Mo9rA �
.DNi:QV
pp
N
..V
.P
n
Kecord freeboard plus available storage capacity in feet.(irtcnes) _
pate rTLa$tion R •' T�aeoon ri � Boon # initials Date 1Lsdoon 9 . La_oon # tLaeoon # initials
1. Freeboard plus available storage capacity.is the difference between the lowest point of a lagoon embankment and,
the level df liquid.
For lagoons wish spillways, the difference between the level of liquid and the bottom of the spillway should be
recorded. 11
3. Freeboard plus available storage must be recorded weekly.
C001Q1260274

-n
m
Z
;U
a
�
n
N
sy
Z
n
4t,
31."
a,s des;5e Fre Freeboard
CD�.0
Min.
Full Flow in Spillway (25 year. 24hour Storm)
_ Cat of
25jear,24-hour, Storm -
Emergency
Spillway
Heavy Rainfall Factor(25-year, 24-hour Storm Minimum)
' �f" r7�, Maxlmum
Precipitation Less Evaporation
operating
Level
3tor—
pity
Proper Operating
Range
6 Feet Minimum
Manure, Wastewater, Excess Wash Water
Minimum
Operating
Level
(Maxi um m
Minimum Treatment Volume Drawdown)
1 r V 3 (� • �s3 1 Perms anent
Marker
Sludge Accumulation
The minimum treatment volume is based on Volatile Solids.
Crest of Emergency Spillway can be any Outflow Device.
W/6
•
'n

Powell, David C
From:
Powell, David C
Sent:
Tuesday, February 02, 2016 2:15 PM
To:
Farnell, John
Subject:
FW: fac3126
Attachments:
crosssectionsummary_2_2_2016.pdf; HobsonFreeboardLetter_3_20_2000.pdf,
Lagoon Design Revised_2_10_1997.pdf
From: Billy Houston [mailto:[e-mail]]
Sent: Tuesday, February 02, 2016 1:58 PM
To: Powell, David C <[e-mail]>
Subject: fac3126
David here is all I have found for this facility. It appears that 32in is the level.
Call if you have any questions.
Thanks,
BILLYW HOUSTON
biliv.houstonOd ual incountvnc.com
165 Agriculture Dr., Suite B
Kenansville, NIC 28349
910-296-2120
Ext. 115

State of North Carolina '
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAJL
RETURN RECEIPT REQUESTED
Dennis Graham
359 Blackmore Rd
Warsaw NC 28398
f�•
C)EHIVF =I
Subject: Agri -Grow Inc
COC No. AWS310026
Duplin County
Dear Dennis Graham:
The subject facility was issued a Certificate of Coverage (COC) on 3127/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several. changes: to the Swine
Farm Siting Act (Siting Act) including -the requirement that all set back distances be met for any swine
lagoon or swine house for which construction commences, on or after the effective -date .of the Clean Water
Responsibility Act (Aug. 27, 1997). Before. the Siting Actwas amended; it required the set back, distances -
be met at the time the swine house or lagoon was sited. The change in siting requirements; may apply to
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was. permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste -Management PIan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Pernut.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
Ki& H Eolso E. 6visor
Non-discF'iar"ge Permttting�Jnit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Dennis Graham
Agri -Grow Inc
359 Blackmore Rd
Warsaw NC 28398
Dear Dennis Graham:
- ---W-.FX V V_"
R��� +�•
LDEHNF 1
March 27, 1997
Subject: Certificate of Coverage No. AWS310026
Agri -Grow Inc
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
In accordance with your application received on February 26, 1997, we are forwarding this
Certificate of Coverage (COC) to Farm No. 31-26, authorizing the operation of an animal waste
collection, treatment, storage and land application system in accordance with the State's General Permit
(attached). This approval shall consist of the operation of this system including, but not limited to, the
management of animal waste from the Agri -Grow Inc Farm with an animal capacity of no greater than
10,560 Feeder to Finish and the application to 89.5 acres of land in Duplin County with no discharge of
wastes to the surface waters.
The COC shall be effective from the date of issuance until December 31, 2001. 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 Certified Animal Waste Management Plan
(CAWMPZ, and this COC. An adequate system for collecting and maintaining the required monitoring
data and operational information must be established for this farm. Any increase in waste production
greater than the certified design capacity or increase in number of stocked animals above the number
authorized by this COC will require a modification to the CAWMP and this COC and shall be completed
prior to actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, ' you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 500/6 recycled) 10%. post -consumer paper

• The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
L
Preston H ward, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District:
Facilities Assessment Unit

LAGOON DESIGN
Operator:DENNIS GRAHAM County: DUPLIN Date:
02/10/97
Has the site evaluation been completed & approved: YES
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. --
0 lbs
0 sows (farrow to feeder) x 522 lbs. -
0 lbs
3520 head (finishing only) x 135 lbs. -
475200 lbs
0 sows (farrow to wean) x 433 lbs. -
0 lbs
0 head (wean to feeder) x 30 lbs. =
0 lbs
= Describe other :
0 lbs
Total -Average Live Weigh -
i
475200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 475200 cubic ft (includes 0 cu. ft. add.
treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 119680.0 cubic feet
4 4. TOTAL DESIGNED VOLUME
Inside top length (feet)----____________ _____ 365.0
��-- Inside top width (feet) -------------------------- 325.0
Top of dike elevation (feet)------------------ 48.55
Bottom of lagoon elevation (feet)------------ 34.95
Freeboard (feet)--__-» -------------- 1.00
Emergency spillway depth of flow(feet)-------- 0.20
Side slopes (inside lagoon) --------------------- 3.0
. 1
Total design volume using pri.smoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0 357.8 317.8
12.40
AREA OF TOP
LENGTH * WIDTH =
357.8 317.8 113709 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
283.4 243.4 68980 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
320.6 280.6 359841 (AREA OF MIDSECTION * 4)
i
Cu. FT. = KAREA TOP + (4*AREA MIDSECTION) + AREA SOTTOMO * DEPTH/6
113709 359841 68980
2.07
Total Designed Volume Available =
1121228 CU. FT.
9

LAGOON DESIGN
` Date: 02 10 97
Operator:DENNIS GRAHAM County: DUPLIN / /
Has the site evaluation been completed & approved: YES
], AVERAGE LIVE WEIGHT (ALW) x 1417 lbs.
to finish)
- 0 lbs
o sows (farrow 522 lbs.
x
0 sows (farrow to feeder) 135 lbs.
- 0 lbs
- 475200 lbs
X
3520 head (finishing only) X 3lbs.
to
= 0 lbs
0 saws (farrow wean) .
0 head (wean to feeder) x 30 lbs
- 0 lbs
0 lbs
t Describe other
To a Average Live Wejg
- 475200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 475200 cubic ft (includes 0 cu.
ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 1.19680.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)-------------_-_-----__
365.0
325.0
i� Inside top width (feet)----------------------
48.55
Top of dike elevation (feet)--
4.95
34.95
-----__-„_
i Bottom of lagoon elevation (feet) -- ----_
----_-
Freeboard (feet) -----------------------
flow(feet)----
0.20
Emergency sp00
illway depth of
-
Side slopes (inside lac/oon)r�s�oidal
1
Total design volume using p formula
SS/3ND01 SS/END2 SS/SIDE01 SS/SIDE2 35NG
3TH WIDTHEPTH
12.40
u
AREA OF TOP
LENGTH * WIDTH
357.8 317.8
AREA OF BOTTOM
LENGTH * WIDTH
283.4 243.4
AREA OF MIDSECTION
113709 (AREA OF TOP)
68980 (AREA OF BOTTOM)
LENGTH * WIDTH * 4 320.6 280.6 359841 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM0 * DEPTH/6
113709
359841 68980 2.07
Total Designed Volume Available = 1121228 CU. FT.
A

5. TEMPORARY STORAGE REQUIRED
5A.
f
4
5C .
I
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
365.0 325.0 0.0
118625.0 square feet
Buildings (roof and lot water) or impervious area
11064.0 square feet ))escribe this area.
�X%ant(B - VP �•xs I� StoO�)
TOTAL DA 129689.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume 868032 gals. or 116047.1 cubic feet
Volume of excess water
Volume = 3185.9 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 76665.6 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - 13.9 inches
180 days rainfall " - 22.5 inches
.Volume = 22.5 in * DA / 12 in. per ft. = 243167 cubic feet runoff
Volume = 13.9 in * lagoon DA/12 in./ft = 137407 cubic feet evap.
Volume = 105760 cubic feet
1

USDA SOIL CONSERVATION SERVICD
FINAL CONSTRUCTION CHECK AND CERTIFICA-: ION
FOR ANIMAL iYASTE TREATMENT LAGOON (359)
LOCATION On S..R h 40 crnnra.v _n. 7r )Ls-
SIZE OF OPERATION FARROW-TOFEEDER_
FARROW TO FINISH
FARROW TO' WEAN -.
CONTRACTING COMPANY FEEDER TO FINISH -
WEANTO' FEEDER"T
-OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
.TBM ELEVATION. +; 4�I? • FEET
= AS DESIGNED
INSIDE -TOP -DIMENSION
. DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDESLOPE r !�
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINERICORE TRENCH
Tj
°J 9,F '
AS BUILT- -
is c)
�c.FL
,)f-
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES.,/NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS c
'� SIGNATURE1�`� ` : r: TITLE DATE

I
BY:
Hill
MINN
I
MORONI
I
�n
�i�u
�i:
LAGOON SKETCH (optional)
N
m
m

1peFator:DENNIS GRAHAM
County:
DUPLIN
,istance 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.
7040 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other
J
Date: 04/04/94
1aOQ . 0 feetL«Ich)
0 lbs
0 lbs
950400 lbs
0 lbs
0 lbs
0
Total Average Live Weight = 950400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 950400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
ra a r Cv.r. ► ti`r S -0 Carr f'"4) O 0 XIL
Volume = 0.5 cubic feet �, 6�,L.f�►a�E� *FaItDkA
a TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 480.0
Inside top width (feet)---------=-- - - ---- 355 _0 v"
Top of dike elevation ( feet) ------------------ 52.5
Bottom of lagoon elevation (feet)------------ 41 5
Freeboard (feet) ----------------------------- 1,0
Side slopes (inside lagoon)--------------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 474.0 349.0 10.0
AREA OF TOP
LENGTH * WIDTH =
474.0 349.0
165426 (AREA OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH
414.0
289.0
119646 (AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH �r 4
444.0
319.0
566544 (AREA
OF MIDSECTION * 4)
CU. FT.
= (AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
165426.0
566544.0
119646.0 1.7
Total Designed Volume Available = 1419360 CU. FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
480.0 355.0 170400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area_
TOTAL DA 170400.0 square feet
Design temporary storage period to be 180 days.
iA. Volume of waste produced
Feces & urine production in gal./day p'er 135 lb. ALW 1.37
Volume = 950400 lbs_ ALW/135 lbs.-ALW 1.37 gal_/day 180 days
U Volume = 1736064 gals. or 232094.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system_ Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 -inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 99400.0 cubic feet

iD. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 106500.0 cubic feet `
TOTAL REQUIRED TEMPORARY STORAGE
5A.
.232094
cubic
feet
5B_
0
cubic
feet
5C.
99400
cubic
feet
5D.
106500
cubic
feet
TOTAL 437994 Cubic feet
6. SUMMARY
Q
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
Z5 year 7 24-hour rainfall__________________> 7.5 inches
1.0 feet
Side slopes== _____________________________> 3.0 . 1
Inside top length-== ______________________> 480-0 feet
Inside top width_____________=______=_=_-___> 355.0 feet
Top of dike elevation=======================> 52.5 feet
Bottom of lagoon elevation=================> 41.5 feet
Total required volume_______________________> 1388395 cu. ft.
Actual design volume========================> 1419360 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47.0 feet
Stop pumping elev.__________________________> 48.6 feet
Must be > or = to the SHWT elev.==========> 47.0 feet
Must be > or = to min. req. treatment el.=> 47.5 feet
Required minimum treatment volume===========> 950401 cu. ft,
Volume at stop pumping elevation== ======== => 960096 cu. ft.
Start pumping s1ev.-=-----------------_-____> 50.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr_ rainfall==> 1312860 cu, ft.
Volume at start pumping elevation-==========> 1296674 cu_ ft.
Required volume to be pumped================> 331494 cu. ft_
Actual volume planned to be pumped=== =======> 336578 cu. ft.
Min. t Ickness of soi liner when required==> 1.6 feet
DESIGNED BY : eV�APPROVED BY:
DATE: �j i�„ l�' DATE
DOTE: SEE ATTACHED WASTE UTILIZATION PLAN

State of North Carolina
Department of Environment,
Health and Natural Resources
Jaynes B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Dennis Graham
Agri -Grow Inc
359 Blackmore Rd
Warsaw NC 28398
SUBJECT: Operator In Charge Designation
Facility: Agri -Grow Inc
Facility ID#: 31-26
Duplin County
Dear Mr. Graham:
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 9191733-0026.
Sincerely,
A. res on Howard, Jr., E., Dir ctor
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
R.O. Box 27687, NAWFAX 919-715-3060
Raleigh, North Carolina 27611-7687 r� An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 5T/o recycled/ 10% post -consumer paper

,r 5
ANNEAL WASTS HANAG.=0HT PLAN CERTIFICATION FOR NNW OR =PANDED FEEDLOTS
Please return the completed form to the Division of vira=&ntal Ianagement at
the add --ass on the revers* side of this foil. G/D�' J,AC
Name of farm (Please print)
Address: o54AC v2- OAD
x"� 5-, ('. 8 Phone No.:
County:
Farm location: Latitude and Longitude,,; _�`,�� /,V"pf'aa" (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.):
Design capacity (number of animals) :_ 7%i41� ='/.V/S�/iiY6
Average size of operation (12 month population avg.) : �_ L5-11
Average acreage needed for land application of waste (acres): ./
y���v�a3a:aaax�a�aasas�s�a�asass��asfaaa��aaaaaasaa�aaaasaaa�aaaa���s��ie=n���a�aa
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 1SA NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-haue_been verified by me or other designated technical specialists and
arp 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-Techaical Specialist (Please Print): yo k/2
Affiliation: di2C'E 7N .4 ib i T
Address (Agency)Phone No
01
signature. Date:
vaaaa�aaaa;aassaaarayssaaanasaa�asrartaasaa�saasaaasaaarissss�sasya�yanaa3aa�acaa
Owner/Manager Agsasmant
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
Nam* of Land Own et (Please Pcr3�:���1-/�y�
Signature: Date:_ � ��T
Naa:e of Manager, if different from owner (Please print):
ti Signature: Date:
.� 'Tote: 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 of a title transfer:
DEM USE aNLY:AC__iEW# Nooc i
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