310575_HISTORICAL_20171231

NUH I H UAHULINA
Department of Environmental Qual

7671 ]Date
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.r IL 'FEEDLOT OPERATIONS
Health and Natural Resou l es
Cnmental Management
lity Section .e�a''FRQUt v�
If the animal waste management system for your feedlot opera'
designed to serve more than or equal to 100 head of cattle
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by
a liquid waste system, then this form must be filled out and mailed
by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in order to be
deemed permitted by DEM. Please print clearly.
Farm Name:.u
Mailing Address:
County:
Owner (s) Nam
Manager(s) N
Lessee Name:
Farm Location (Be as specific as possible: road names, direction,
ml leaost, etc.) QQ'A - �(�u (t\[S\E15 U+�—l?- ,. .' ,6-
Latitude/Longitude if known:
Design capacity of animal waste management system (Number and type
of confined animal (s)`ct o[1
<,'.c - c- O � �, O he 'cz
Average animal population on the farm (Number and type of animal (s)
raised) : O'�aL+� .__iaQC_ a�q5 soen swedes. (,1`}[�� A-C� too �e�s
Year Production Began: Iggto ASCS Tract No.
Type of Waste Management System Used: trv'\ - n
Acres Available for .Land Application of Waste:3}�o�CCe
Owner (s) Signature (s) : • 1-?-aw fl A*-rDATE : • `�►'�
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1. ❑ Addressee's Address
permit. ■'Retum Receipt Requested`on the mau'lpiece below the article number.
2. ❑ Restricted Delivery
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m Ps For, 3811, December 1994 ' . 102595-97-8-0)7e. Domestic Return Receipt

State of North Carolina
Department of Environment _-
and Natural Resources
` Wilmington Regional Office r .'
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
&g:9ficd-Mai1X=Z 312 648 342
Return Recgiot Requested
James Braxton Rouse
J. Paul Rouse Farm
1859 Liddell Road
Seven Springs, NC 28578
Dear Mr. Rouse:
- - _ _ ...- �-- - - ' - ram►-.r�f - _ -
_-_NCDENR
NORTH CAROLINA DEPARTMENT OF
ENV?RONMENr AND NAMRAL RESOURCES
December 1, 1997
Subject: NOTICE OF DEFICIENCY
J. Paul Rouse Farm
Facility Number: 31-575
Duplin County
On November 25, 1997 Staff from the Wilmington Regional Office of the Division of
Water Quality, inspected your animal operation and the lagoon(s) serving this operation. It
was observed that no irrigation records have been kept to document waste application in 1997.
NRCS-USDA standards specify that waste application records be kept to log actual
application rates. These records should include the application date and time, where the waste
was applied, how much was applied, and an up to date waste analysis. In addition, buffers
should be established around the spray fields, and the field ditch should be converted to an
underground drainage tile. Because your lagoon is scheduled to be retrofitted before the farm
can be certified, a waste management plan for sludge application should be written including
all acreage and crops on which the sludge is to be applied, the application method to be used
and a nitrogen analysis of the sludge. We suggest that you contact your service company,
local NRCS or Soil and Water District office for any assistance they may be able to provide to
correct the situation.
To remain a deemed permitted facility, you must notify this office in writing within
fourteen (14) days of the receipt of this notice, what actions will be taken to comply with your
waste management plan. Failure to do so may result in the facility losing it's deemed
permitted status, requiring it to obtain an individual non discharge permit.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

. V'f
- - James- Braxton Rouse
- December.
Page 2.
Please be aware it is a violation of North Carolina General Statutes and Rules to
discharge wastewater to the surface waters of the State without a permit and/or to fail to follow
a certified waste management plan. The Department of Environment, Health and Natural
Resources has the authority to levy a civil penalty of not more than $10,000 per day per
violation.
When the required corrective actions are complete, please notify this office in writing at
the address below. If you have any questions concerning this matter, please call David
Holsinger, Andy Helminger or Brian Wrenn at 910-395-3900.
Sincerely,
Brian L. Wrenn
Environmental Specialist
cc: Harold Jones, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Dr. Garth Boyd, Murphy Family Farms
Operations Branch
Wilmington Files

�' w. •tom � �
State of North Carolina
Department of Environm AEI + �0
and Natural Resources _ 7
Division of Water Quality MAR -1 U 1998
Jaynes B. Hunt, Jr., Governor BY:
Wayne McDevitt, Secretary INcnn-f CA.ROUNA DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL. REsOURCS
NIEMORAND UNI
TO: Regional Water Quality Supervisor
1;ROiVI: Shannon Langley
SUBJECT: Application for special agreement
Please find attached a copy of application for special agreement for facility number ' / S;
Any comments that the regional office can provide on the issuance of a special agreement to this
facility by the EMC would be greatly appreciated. Please provide any comments m writing (e-
mail messages are acceptable) to me as soon as possible.
Thank you for your timely assistance in this matter. if you have any questions, please call me at
733-5083, ext_ 581.
ATTACHMENT
,Gvrr7 Gz� o� lA�vv` t n'a
�
�
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10 % post -consumer paper

r
February 26, 1998'
Mr. Shannon Langley
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626-0535
JAMES BRAXTON ROUSE
1859 LIDDELL ROAD
SEVEN SPRINGS, NC 28578
919-569-0372
RECEIVED
MAR 0 5 iy�.
WAT" QUALITY
Dear Mr. Langley:
In reference to your letter dated February 11, 1998 to Mr. James Braxton Rouse of .
Duplin County.
I would like to make an application for a s ecial agreement for an extension of the
December 31, 1997 deadline for 0200 certification.
I requested assistance in developing a certified waste management plan from the
Duplin Soil and Water Conservation Service by September 1, 1996.
-
It was determined by technical specialist that the storage capacity of my la oon was
too small to accomodate the number of animals on my farm. I began working with
several different agencies to get a lagoon design that would meet current criteria. The
Duplin Soil and Water Conservation Office completed my design towards the latter
part of 1997. I immediately began construction and tried to meet the deadline. Since
'
weather conditions would not ermit me to complete construction by December 31,
1997, from farm December 15, 1997. I
all animals were remov- my on or about am
currently still under construction of my new lagoon. Hopefully, weather permitting,
it will be completed in the next several weeks. I have also contacted an irrigation
specialist who is assisting me with an irrigation design.
I have completed the attached form FORM SPAG 1/98. Please review and if you
have any questions, I can be reached at 919-569-0372.
-
Sincerely,
?James
B. Rouse
-
Facility #31-575

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
APPLICATION FOR A SPECIAL AGREEMENT
(InFOR11ATION REQUIRED FOR ANWAL OPERATIONS REQUESTING A SPECIAL AGREEMENT)
I. GENERAL INFORMATION-.
1. Applicant (Owner of the Facility): U_aMeS I3MY4•D 91)uSe.
2. Facility No.
3. Facility Nan
4. Print or Type Owner's or Signing Official's Name and Title (the.perscn who is
legally responsible for the facility and its compliance):
Tames Br
5. Mailing Address: V9 t-idle-h ROacl _
City: S=enS0finQS State: NCG Zip: 17
Telephone No.: (§JCL) 51d4-D3gZ
6. County where facility is located: _ D!lill
7. Operation Type (Swine, Poultry, Cattle): Swi N e
S. Application Date: PebruaAy f998
II. ELIGIBILITY FOR A SPECIAL AGREEMENT:
As per Senate Bill 1217 which was ratified on June 21, I996, the Environmental Management
Commission (EMC) may enter into a special agreement with an operator who registered by
September 1, 1996 with their local Soil and Water Conservation District office and who makes
a good faith effort to obtain an approved animal waste management plan by December 31,
1997. This special agreement shall set forth a schedule for the operator to follow to obtain an
approved animal waste management plan by a date certain and shall provide that the EMC shall
not issue a notice of violation for failure to have an approved animal waste management plan so
long as the operator complies with the special agreement. Operators who did not register by
September I, 1996 with their local Soil and Water Conservation District office or who can not
document that they made a good faith effort to obtain an approved animal waste management
plan by December 31, 1997, will not receive a Special Agreement from the EIMC. These
facilities will be subject to civil penalties, criminal penalties, injunctions and all other
enforcement tools available to DWQ.
1. Date facility requested assistance from their local Soil & Water Conservation District
Sun.e, S, I g9 tD - -

y .-:� +19"�r.•i-r a!� ��, ,�;`;.. i T s t...rtyyn,
•}.. Z
?. Efforts made since February 1, 1993 to develop and implement a certified animal
waste management plan (Use additional sheets if necessary). This summary must
include:
A. All contacts made with technical specialist
B. Dates and types df plans developed
C. Contracts signed
D. Funds expended
E. Improvements made to the system
F. Animals removed and not retoacked at the facility
G. Other actions taken
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11. PROPOSED SCHEDULE FOR OBTAINING CERTIFICATION:
Please list each of the specific things that will be done at your facility to implement a
certified animal waste management plan and the date you will have each activity
completed. This must include a review of the possibility of not restocking animals that
are scheduled to be removed from the facility until such time as a certified plan can be
implemented. Please also list the date on which animals were most recently restocked at
this facility. The EMC reserves the right to deny any proposed schedules that are
excessively long. (Use additional sheets if necessary).
t
Applicant's Certification:
1. , attest this application for a Special Agreement
with the E.MC has been re,,-ie%%:ed by me and is accurate and complete to the best of my
knowledee. l_ understand if all required Harts of this application are not completed and if -all
required supporting information. and attachments are not included. this application package will
e returned as incomplete. Furthermore, I attest by my signawre that I fully and r tand that if
this facility is found to be ineligible to enter into a special agreement with the EMC nothing in
J�Lme-s S . Ro use.
Print Dame of Owner
Date
gnature of Owner
FORM SPAG 1/98
Page 3 of 4

.s . v _ ems.
.7��rk` �� ♦ �.- sir y i�,�~i7'�'_ " OF
Reguired Items:
One (l) original and two (2) copies of the completed and appropriately executed
application form. along with any attachments.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
r FORNIATIO,N AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
i WATER QUALITY SECTION
NON -DISCHARGE COMPLIANCEIENFORCEMENT UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORA SPAG 1/98 Page 4 of 4

RECEIVED
DEC 0 8 1997
r
BY: la I31��
k

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
J. Paul Rouse
J. Paul Rouse
Rt 1 Box 124
Seven Springs
Farm
NC 28578
April 3, 1997
EDEHNR
SUBJECT: Notice of Violation
Designation of Operator in Charge
....i:;� J. Paul Rouse;Farm
Facility Number 31--575
Duplin County
Dear Mr. Rouse:
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely,
W.'M-9;w.-
for Steve W. Tedder, Chief
Water Quality Section
bb/awdesletl
cc: Wilmington Regional Office
Facility File
Enclosure
P.O. Box 29535, FAX [phone]
Raleigh. North Carolina 27626-0535 Ni0
f An Equal Opportunity/Affirrno ive Action Employer
Telephone [phone]% recycles/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
J. Paul Rouse
J. Paul Rouse Farm
Rt I Box 124
Seven Springs NC 28578
SUBJECT: Operator In Charge Designation
Facility: J. Paul Rouse Farm
Facility ID#: 31-575
Duplin County
Dear Mr. Rouse:
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 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, NvfC
Raleigh, North Carolina 27611-7687An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/ 100k post -consumer paper

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number
Farm Name: —
On -Site Representative:
Operation is flagged for a wettable
acre determination due to failure of
Part It eligibility item(s) F9 F2 F3 F4
Inspector/Reviewer's Name: Operation not required to secure WA
Date of site visit: �1
Date of most recent.WUP:
determination at this time based on
exemption E1 E2- E3 (41
Annual farm PAN deficit: —g2,KOQ �25pounds
Irrigation System(s) - circle #. and -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 II, override's Part I exemption.)
7.
a
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
V--'�E4 75%'rule'exemption as verified in Part Ili. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part Il. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part.11l).
PART H. 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 infotmation/map.
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 Ill.
Facility Number 3 (f- 5 2

7y .
Revised January 22, 1999
Part 111. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT FIELD TYPE OF TOTAL CAWMP FIELD COMMENTS3
NUMBER NUMBER',2 IRRIGATION ACRES ACRES %
SYSTEM
1,4 / I z I _?a /3 1
FIELD NUMBER' - hvdrant_ null. zone_ or ooint numbers may be used in glace of field numbers deoendino an CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% geld 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 aud 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.

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number '-'>I-
Farm Name:
On -Site Representative: '`C3 Rau
Inspector/Reviewer's Name:
Date of site visit: Q�—ct q
Date of most recent WUP:
Annual farm PAN deficit:
pounds
Operation is flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA
determination at this time based on
exemption E1 � 93 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s) - circle #D hard -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 1. 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 I or PE.
V 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 III. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part lil).
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.ofmcreage=whichTesultedin nver_applicafion:of-wastewater_(PAN) on -spray.
field(s) accord inglofarm'sdastfwoyearsmf:irrigationTecouis. -_
F2 UnclearjIlegible,-or lack of-information/map=
F3 Obvious -field -limitations-(numerousA itches ;failure:to_deduct-xequired =
buffer/setbackacreage;-or25%:oftotalacreageidentifiddin-CAM R.iricludes _
small ;-irregularty-shaped.fields-fie Ids -less than 5acres: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 Ill.

Revised April 20, 1999
Facility Number -
Part Ill. 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
%
COMMENTS'
I
1
I
f
I
i
1
I
i
I
FIELD NUMBER' - hvdrant. cull,zone. orpoint 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; -otherwise operation will be subject to WA determination.
FIELD NUMBER - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage .exceeding75% of its total.acres and having Teceived less than 50%
of its annual PAN as documented in the farm's previoustwo years' (f 997 & 1998) of irrigation-recards, cannot serve -as the
sole basis -for requiring a WA Determination .-LB 2ck-up fields Tnust-be -noted in the commentzectionand must be accessible
by irrigation system.
Part IV. Pending WA Determinations -
Pi Plan aacks:following-information:
P2 Plan -revision -maysatisfy-75% rule based on adequate overall PAN deficit and by
adjusting -all field -acreage-to -below 75% use rate
P3 Other (ielin process of installing new irrigation system):

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
James Braxton Rouse
James Braxton Rouse Farm
1859 Liddell Rd
Seven Springs NC 28578
Dear Mr. Rouse:
RF,cp'VE
j� •
JUL 14 2000
BY;NCDENR
NORTH CAROLMA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 12, 2000
Subject: Application No. AWS310575
Additional Information Request
James Braxton Rouse Farm
Animal Waste Operation
Duplin County
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional information is
required before we can continue our review. Please address the following by August 11, 2000:
When utilizing soybeans in a crop rotation, residual nitrogen should be accounted for in the next crop. It
appears that the nitrogen residual from soybeans is not accounted for in the Waste Utilization Plan (WUP)
submitted. Please contact your technical specialist to review your Waste Utilization Plan (WUP) and revise
the WUP to account for residual nitrogen from soybeans, if necessary. Note that residual nitrogen will be
dependent on soil type and texture.
2. The irrigation system parameters/design show two fields on Tract 5016. The WUP shows only one field. If
two fields are used, please revise the WUP to show each field and the respective crop and acreage.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter, must be
submitted on or before August 11, 2000 or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission. If you have any questions regarding this request, please call me at [phone], extension 371.
Sincerely,
"I
Marie Doklovic, EIT
Environmental Engineer
Non -Discharge Permitting Unit
cc: 1 n.n` n Re zi nai Of cep Wacer�uaiity
Angie Quinn, Duplin 5&WConservation District
Permit File
1617 Mail Service Cenler, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water -Quality
James B. Hunt, Jr., Governar
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
James Braxton Rouse
James Braxton Rouse Farm
1859 Liddell Rd
Seven Springs NC 28578
Farm Number: 31- 575
Dear .lames Braxton Rouse:
RECEIVED
MAR 17 2000 ! � �I
BY:
NCDENR
March 15, 2000
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that James Braxton Rouse Farm, in accordance with G.S. 143-215.10C, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to
submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws
(Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Dean
Hunkele with the Wilmington Regional Office at [phone].
Sin ely,
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
James Braxton Rouse
James Braxton Rouse Farm
1859 Liddell Rd
Seven Springs NC 28578
Dear James Braxton Rouse:
IT
i •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N,KrURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-575
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, MR2, DRY], 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.
Sincerel
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Aftirmative Action Employer 50% recycled/10% post -consumer paper

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Kevin and April Tutor Farms
Kevin and April Tutor
1839 Liddell Road
Seven Springs, NC 28378
919-223-4116
05-27-20 1 5
This plan has been developed by:
Eve H. Honeycutt
N. C Cooperative Extension
1791 Hivy 11-55
Kinston, NC 28504
252-527-2191
Deve atu
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. 4f -
Signature (manager or producer) "I'
Date
l
��
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 B0y:
Tec Wcia Signature Date
------------------------------------------------------------ ..---------------------
637022 Database Version 4.4 Date Printed: 05 27-20 t 5 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.
S75
Swine Wean -Finish Lagoon Liquid waste generated 931,200 galslyear by a 1,200
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1679
incorporated
2014
Injected
2014
Irrigated
1679
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus)
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year l
1,679
4123
-2,444
2,287,381
-1,356,181
Year 2
1,679
4111
-2,432
2,280,507
-1,349,307
Note: In source lD, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application methods) identified in the plan for this source.
637022 Database Version 4.1 Date Printed: 0527-2015 Source Page l of l

Narrative
Due to a glich in the nutrient management software, I have hand-written the PAN rates for wheat onto the
plan. For each pull, the PAN rate is 125.
------------------ ••--------------------------------------------------------------
PML-W Database Version 4.1 Date Printed- •05-27-2015 Narrative Page I of t

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!
5016
Pi
4.92
4.92
NIA
Norfolk
wheat, Grain
60 bu.
Soybeans, Manumd, Double Crop
35 bu.
Corn, Grain
115 bu
5016
P2
2.77
2.77
WA
INorfolk
Wheat. Grain
60 hu.
Soybeans, Manurod, Double Crop
35 bu.
Cam Grain
115 bu.
5016
P3
5.22
5.22
WA
Norfolk
$rnull GFuin0%erstcd
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
5016
P4
4.70
4.70
WA
NoAlk
Wheal, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Corn, Grain
115 bu.
PLAN TOTALS: 17.61 17.61
gL1
zj< PvTenlral Leachr t
TechiiliiuJ Wd
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
Moderate potential to contribute to
Nutrient Management (590) should be planned.
>= 2 &
soluble nutrient leaching below the root
<-- 10
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 nutrienls, Sod -Based Rotations
(328), Long -Term No-Til 1 (774 and edge -of --field practices such as Fitter Strips (393) and
Riparian Forest Buffers (391).
637022 Database Version 4.1 Date Printed 5a712015
PCs Pap I of i
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
rw
Tract
Field
Source
ID
Soil Series
Total
Acres
use.
Acres
Crop
RYE
Applic,
Period
itro3en
PA
Nutrient
RcgV
(lbs/A)
Comm
Fert
Nutrient
Applied
(Ibs/A)
Res,
(1bs/A)
Applic.
Method
Manrue
PA
Nutrient
Applied
(lbs/A)
Liquid
Man
pplied
' (am)
Solid
Maniae
Applied
(a=)
Liquid
Maeure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
5016
PI
S75
Norfolk
4.92
4.92
What, Grain
60 bu.
9/I-4130
125
0
0
Irrig.
17
27.7
0.0
136.48
0,00
5016
PI
S75
Norfolk
4.92
4.92
Soybeans, M=ured, Double Crop
35 bu.
4/19/15
137
0
0
Irrig.
137
76.01
0.0C
373.94
0.00
$016
P2
S75
Norfolk
2.77
2.77
wheat, Grain
60 bu.
9/1-00
125
0
0
Irrig
�.9
27.74
0.0C
76.84
0.00
5016
P2
S75
Norfolk
2.77
2.77
Soybeans, Manurcd, Double Crop
35 bu.
4/19/15
137
0
0
Frrig
137
76.011
O.00
210.53
0.00
5016
P3
S75
Noeblk
5.22
5.22
Small Grain Crverseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.0
144.80
0.00
5016
P3
S75
Norfiolk
5.22
5.22
Hybrid Bamudagrass Hay
6.5 Tons
3/1 9/30
296
0
0
brig
296
164.22
0.
857.20
0.00
$016
P4
S75
Norfolk
4.70
4.70
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
116 3q
27.74
0.
130-37
0.
5016
P4
S75
k,,folk 1
4.70
4.70
Soybeans. Manned, Double Crop
35 bu.
4/19/15
137
0
0
brig
13
76.01
0.00
357.
0.
Total Applied,
1000 gallons
2,297.3
Total Produced. 1000 gallona
93120
Balance, 1000 gallows
Tote! Applied, wits
0.
Total Produced, torts
0•
3alanoc, tons
0.00
Notes: I. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
637Q22 Database Version 4.1 Date Printed: 5127/2015 WUT Page 1 of 2

eWaste Utilization Table Year 2
Tract
Fuld
So=c
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applia
Period
rtragon
PA
Nautw
Req'd
Obs/A)
Comm
Fcrt
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applies
Method
Mom
PA
Nunimt
Applied
Obs/A)
Liquid
M==A
pplied
(ace)
Solid
Manese
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manrme
Applied
(Field)
N
N
N
N
1000
SWA
Tons
1000 gals
was
5016
PI
S75
Norffilk
4.92
4.92
Wheat, Grain
60 ba.
9/1.4/30
125
0
0
Inig.
12575
41.61
O.00
204.7I
• 0.0
5016
P1
S75
Noriblk
4.92
4.92
Corn, Grain
115 bu.
2/I5-00
131
0
20
brig.
111
61.58
OX
30Z98
0.00
$016
P2
S75
Noriblk
2.77
2.77
Wheat, Grain
60 bn.
911-4130
125
0
0
brig,
1z4573
41.61
0A
10.26
0.00
5016
P2
S75
Nortblk
2.77
2.77
Coen Grain
I IS bu
2/15-00
131
1 0
20
1 brig
I11
61.58
0.00
I70.58
0.00
5016
P3
S75
Norfolk
5.22
5.22
Small Grain Overseed
1.0 Tone
10/1.3/31
50
0
0
brig.
50
27.74
0.0
144.80
0.00
5016
P3
S75
Norfolk
5.22
5.22
Hybrid Bermudagrass Hay
6.5 Tons
3/IA/30
296
0
0
brig.
296
164
. 0,0
8$7.20
0.00
5016
P4
S75
Norfolk
4.70
4.70
Wheat, Grain
60 bu.
9/1-l30
125
0
0
Irrig,
115, )4
41.61
0.00
195.56
0.00
5016
P4
S75
Norfolk
4.70
4.70
Corn, Grain
I151
WIS- C30
I31
1
brig.
III
6I.5
0.00
289.43
0.0
Total Applied, 1000 gallons
2,280.51
arm'
Total Produced, IWO gallons
931.2
Balancx,1000 gallons7749.31
�H. "S'
Total Applied, tons
. ��
0.00
Total Produced, tons
azz,
0,00
Balanm tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol " means user entered data.
637022 Database Version 4.1 Date Printed: 5/27/2015 W J T 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 applyat 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
(inchesibour)
Application Amount
(inches)
5016
P I
Norfolk
0.50
1.0
5016
P2
Norfollc
0.50
1.0
5016
P3
INorfolk
0.50
1.0
5016
Ph
Norfolk
0.50
1.0
637022 Database Version 4.1 Date Printed 5f27/2015 IAF Page 1 of 1
NOTE: Symbol *means user entered data.

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 Canacitv,
Source Naive
Swine Wean -Finish 12goon Liquid
Design Stora a Capacity a
Start Date
9/1
ISO
Plan Year
Month
Available Storage Capacity (Days)
1
I
149
1
2
132
1
3
l80
1
4
I80
1
5
180
l
6
184
1
7
180
t
8
180
1
9
l80
1
10
160
1
11
141
1
12
121
2
1
90
2
2
133
2
3
173
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2 -
10
ISO
2
11
180
2
12
160
• Available Storage Capacity is calculated as of the end of each month.
-- -- ------------------------- --------------------------------------...----
637022 Database Version 4.1 Date Printed: 05-27-2015 Capacity Page I 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 Iand 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).
----------------------------------------------------------------------------------
637022 Database Version-4.1 Date Printed: 5/27/2015 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. Wastelnutrient
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 Iand 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.
--------------------------------------------.-------------------------------------
637022 Database Version 4,1 Date printed: U2712015 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.
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.
----------------------------------------------------------------------------------
637022 Database Version 4.1 Date Printed: 512N2015 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.
-----------------------------------------------_--------------------------------
637022 Database Version 4.1 Date Printed: 5/27i2015 Specification Page 4

Nutrient Management Plan For Animal Waste Utilization
01-31-2014
This plan has been prepared for:
Kevin and April Tutor Farms 3
Kevin and April Tutor
1839 Liddell Road
Seven Springs, NC 28578
919-223-411 b
This plan has been developed by:
Eve H. Honeycutt
N. C. Cooperative Extension
1791 Hwy 11-55
Kinston, NC 28504
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)
r-3t�ly
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: ' 3 !
Techn i S tst i a re Date
RECEIVE
----------2----------------------------------------------------------------
�ie�v�i 01 Y ~ tabase Version 4.1 Date Printed: 01 _31-2014 Cover Page 1
ft

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 1,112,400 gals/year by a 1,200
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
2562
Incorporated
4400
Injected
4846
Irrigated
2785
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
2,785
5040
-2,255
2,013,207
-900,807
Year 2
2,785
2960
1 -175
1,182,145
-69,745
Year 3
2,785
3392
-607
1,355,004
-242,604
Year 4
1 2,785
3999
-1,214
1,597,495
-485,095
----------- ---------------------------------------------------------------
te: 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.
559564 Database Version 3.1 Date Printed: 11-12-2012 Source Page l 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
5016
PI
4.92
4.92
NIA
Norfolk
Wheat, Grain
60 bu.
Pearl Millett, Hay
5.5 Tons
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Sorghum, Grain
55 CWT
5016
P2
2.77
2.77
NIA
Norfolk
Wheat, Grain
60 bu.
Pearl Millett, Hay
5.5 Tons
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Sorghum, Grain
55 CWT
5016
P3
5.22
5.22
NIA
Norfolk
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Sorghum, Grain
55 CWT
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Pearl Millett, Hay
5.5 Tons
5016
P4
4.70
4.70
NIA
Norfolk
Wheat, Grain
60 bu.
Pearl Millen, Hay
5.5 Tons
Cam, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Sorghum, Grain
55 CWT
PLAN TOTALS: 17.61 17,61
559564 Database Version 3.1 Date Printed 11/12/2012
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

`--. ,,Potential Lei
tCC n1caGuidance_..:
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.
soluble nutrient leaching below the root
<= 10
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).
559564 Database Version 3.1 Date Printed 11/1212012
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 requirelflents,
and proper timing of appl ications 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
Yrskr 1
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
{1bslA}
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
ppbcd
(ace)
Solid
Manure
Applied
(acre)
1 Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/AL
Tons
1000 gals
tons
5016
PI
S7
Norfolk
4.92
4.92
Wheat, Grain
60 bu.
9114/30
125
0
0
Irrig.
50
19.97
0,00
98.26
0.00
5016
P1
S7
Norfolk
4,92
4.92
Pearl Millett, Hay
5.5 Tons
4/1-9/15
278
0
0
Irrig,
278
111.05
0.00
546.34
0.00
5016
P2
S7
Norfolk
2.77
2,77
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig,
50
19.97
0.00
55.32
0.00
5016
P2
S7
Norfolk
2.77
2.77
Pearl Millett, Hay
5.5 Tons
4/1-9/15
278
0
0
Irrig
278
I ll.o5
0.00
307.59
0.0D
5016
P3
S7
Norfolk
5.22
5.22
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
50
19.97
0.00
104.25
0.00
5016
P3
57
Norfolk
5.22
5.22
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig,
137
54.72
0.00
285.66
0.0o
5016
P4
S7
orfolk
4.70
4.70
Wheat, Grain
60 bu.
9/1-4/30
125
0
0 .
Irrig.
50
19.97
0.00
93.87
0.0
5016
P4
S7
Norfolk
4.70
4.70
Pearl Millett, Hay
5.5 Tons
4/1-9/15
278
0
0
lrrig
27$
111.05
0.00
521.91
0.00
Total
Applied,
1000 gallons
2,013,21
4R11r1 �j
Total Produced, 1000 gallons
1,112.40"Mal
Balance, 1000 gallons
-900.81
Total Applied, tons
9
Total Produced, tons
AO.'00
Balance, tons:
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
559564 Database Version 3.1 Date Printed: 11/12/2012 WUT Page I of 4

Waste Utilization Table
Year 2
Tract
Field
Source
[D
1 soil Series
Total
Acres
Use.
Acres
Crop
RYE
Appfia
Period
Nitrogen
PA
Nutrient
Read
(lbslA)
Cantu.
Pert.
Nutrient
Applied
(lbs/A)
Res.
(ibs/A)
App6c.
Method
Manure
PA
Nutrient
Applied
(Ibs1A)
liquid
ManureA
pph'ed
(acre)
Solid
Manure
Applied
(awe)
Liquid
Manure
Applied
(Field)
solid
'Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
5016
Pl
S7
Norfolk
4.92
4.92
Corn, Grain
115 bu.
2/15-6/30
131
0
0
Irrig.
131
52.33
0.00
257.45
0.00
5016
P1
S7
Norfolk
4.92
4.92
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
75
29.96
0.00
14739
0.00
5016
P2
S7
Norfolk
2.77
2.77
Corn, Grain
115 bu.
2/15-6/30
131
0
0
Irrig.
131
52.33
0.001
144.95
0.00
5016
P2
S7
Norfolk
2.77
2.77
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
75
29.96
0.00
82.98
0.00
5016
P3
S7
Norfolk
5.22
5.22
Sorghum, Grain
55 CWT
3/15-8/31
98
0
20
Irrig.
78
31.16
0,00
162.64
0,00
5016
P4
S7
Norfolk
4.70
4.70
Com, Grain
115 bu.
2/15-6/30
131
Irrig.
131
52.33
0.00
245,94
0.00
5016
P4
S7
Norfolk
4,70
4.70
Wheat, Grain
60 bu.
911-4130
125
:±O
Irrig
75
29.96
0.00
140.80
0.00
Total Applied,
1000 gallons
1,182.15
Mi„ r
Total Produced, 1000 gallons
1,112,4
F' Wlill
Balance, 1000 gallons
-69.75e�:T7.�
Total Applied, tons
PP
Total Produced, tons
0.00
Balance, tons
h=i-�tt M� s; °'
M-Off
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
559564 Database Version 3.1 - Date printed: 11/12/2012 WUT Page 2 of 4

Waste Utilization Table
Year 3
Tract Field
Source
ID
I Soil Series
Total
Acres
Use.
Acres
I Crop
RYE
APPtic•
Period
Nitrogen
PA
Nutrient
Read
(lbs/A)
Comm
Fart.
Nutrient
Applied
(lbs/A)
Reg.
(lbs/A)
Applic.
Mdlnd
Manure
i'A
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Fi�ld)
Solid
`Manuro
Applied
(Field)
N
N
N
N
loco
gal/A
Tons
1000 gals
tons
5016 PI
S7
Norfolk
4.92
4.92
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
50
19,97
0.00
98.26
0.00
5016 P1
S7
Norfolk
4.92
4.92
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
269.24
0.00
5016 P2
S7
Norfolk
2.77
2,77
Wheat, Grain
60 bu,
9/1-4/30
125
0
0
Irrig.
50
19,97
0.00
55.32
0.00
5016 P2
S7
Norfolk
2,77
2.77
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
0
Irrig.
137
54.72
0.00
151.58
0.00
5016 P3
S7
Norfolk
5.22
5.22
Cum, Grain
115 bu,
2/15-6/30
131
0
0
Irrig.
131
52.33
0.00
273.15
0.00
5016 P3
S7
Norfolk
5.22
5.22
Wheat, Grain
60 bu.
911.4/30
125
0
0
Irrig.
75
29.96
0.00
156.38
0.0
5016 P4
S7 INIrfolk
4.70
4.70
Wheat, Grain
60 bu.
9/14/30
125
0
0
lrrig.
50
19.97
0.00
93.87
0.00
5016 P4
S7
Norfolk
4.70
4.70
Soybeans, Manured, Double Crop
35 bu.
4/l 9115
137
0
0
Irrig.
137
54.7
0.00
257.20
0.00
Total Applied, 1000 gallons
1,355.00
Ov-W".
Total Produced, 1000 gallons
1,112.4Disa
{
Balance, 1000 gallons
-242.60
`"� ,►N
Total Applied, tons
1 ? !
0,00
Total Produced, tons
0.00
Balance, tons
&
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2, Symbol * means user entered data.
559564 Database Version 3.1 Date Printed: 11/12/2012 WUT Page 3 of 4

Waste Utilization Table
Year 4
Tract
Field
Source
ID Soil Series
Toml Use.
Acres Acres
Crop
RYE
Applic.
Period
itrogen
PA
Nutrient
RegV
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbslA)
Res.
(lbslA)
Applic.
Method
Manure
PA
Nutrient
Applied
(IbslA)
Liquid
ManureA
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Ficid)
Solid
'Manure
Appliod.
(Field)
N
N
N
N
1000
gal1A
Tons
1000 gals
tons
5016
PI
ST Norfolk
4.92 4.92
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig,
75
29.96
0.00
147.39
0.00
5016
PI
S7 Norfolk
4.92 4.92
Sorghum, Grain
55 CWT
3/15-8131
98
0
20
Irrig.
78
31.16
0.00
153.29
0.0
5016
P2
S7 Norfolk
1 2.77 2.77
Meat, Grain
60 bu.
9/1.4/30
125
0
0
Irrig
1 75
29.96
0.00
82.98
0.00
5016
P2
57 Norfolk
2.77 2.77
Sorghum, Grain
55 CWT
3/15-8131
98
0
20
Irrig.
78
31,16
0.00
86.30
0.00
5016
P3
S7 Norfolk
5.22 5,22
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
75
29.96
0.00
156.38
0.00
5016
P3
S7 Norfolk
5.22 5.22
Wheat, Grain
60 bu.
911.4130
125
0
0
Irrig.
50
19.97
0.00
104.25
0.00
5016
P3
S7 Norfolk
5.221 5,22
Pearl Millett, Hay
5.5 Tons
411-9115
278
0
0
Irrig,
278
111.05
0.00
579.65
0.00
5016
P4
S7 Norfolk
4,70 4.70
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
75
29.96
0.00
140.80
0,00
5016
P4
S7 Norfolk
4.70 4.70
Sorghum, Grain
55 CWT
3/15-8131
98
0
20
irrig.
78
31.16
0.00
146,44
0.00
Total Applied,
1000 gallons
1,597.5
`" s�lie,
Total Produced, 1000 gallons
1.112.40
Balance, 1000 gallons
-485.10t
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance,tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
559564 Database Version 3.1 Date Printed: I IM2/2012 WUT Page 4 of 4

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 hate
(inchesihour)
Application Amount
(inches)
5016
P1
Norfolk
0.50
1.0
5016
P2[Norfolk
0.50
1.0
5016
P3 I
Norfolk
0.50
1.0
5016
P4
Norfolk
0.50
1.0
559564 Database Version 3.1 Date Printed 11/12/2012 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 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
lblac
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
15.04
30.09
45.13
Hay 6 ton R.Y_E.
300
26.32
7.52
15.04
22.57
Soybean 40 bu
160
14.04
14.10
28.21
42.31
---------------------------------------------------------------------------------------------
559564 Database Version 3.1 Date Printed: l l-12-2012 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.
AunilahlP Wa-,tP gtnraaP C:anni-4v
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)__
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
149
1
2
121
1
3
148
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
149
1
li
119
1
12
88
2
1
57
2
2
72
2
3
89
2
4
112
2
5
134
2
6
157
- 2
7
137
2
8
111
2
9
122
2
10
132
2
11
122
2
12
111
3
1
80
3
2
70
------------------------------------------_------------------------------------ -
559564 Database Version 3.1 Date Printed: 11-12-2012 Capacity Page 1 of 2

Available Waste Storage Canacitv
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
3
3
98
3
4
171
3
5
180
3
6
180
3
7
180
3
8
171
3
9
180
3
10
166
3
11
145
3
12
123
4
l
92
4
2
64
4
3
75
4
4
125
4
5
157
4
6
180
4
7
180
4
8
180
4
9
180
4
10
180
4
11
179
4
12
177
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------- - -p- -ry -g------- - - - - --
559564 Database Version 3.1 Date Printed: 11-12-2012 Capacity Page 2 of 2

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 IO 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).
----------------------------------------------------------------------------------
559564 Database Version 3.1 Date Printed: 11/12/2012 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.
------ -------------------------------------------------------------------------
559564 Database Version 3-1 Date Printed: 1 1/12/2012 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.
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.
------------------------------------------------------------------------------------
559564 Database Version 3.1 Date Printed: 11/12/2012 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 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.
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559564 Database Version 3.1 Date Printed: 1111212012 Specification Page 4

State of North Carolina
Department of Environm
and Natural Resources
Division of Water Quality i
James B. Hunt, Jr., Gove
Bill Holman, Secretary
Kerr T. Stevens, Director
James Braxton Rouse
James Braxton Rouse Farm
1859 Liddell Rd
Seven Springs NC 28578
Dear Mr. Rouse:
V
October 9, 2000
I T
1 •6v,:WA •
A1 2
NCDENR
. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS310575
James Braxton Rouse Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your permit application received on April 18, 2000, we are forwarding this
Certificate of Coverage (COC) issued to James Braxton Rouse, 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 James Braxton Rouse Farm, located in Duplin
County, with an animal capacity of no greater than 1,200 Feeder to Finish animals and the application to
land as specified in your most current Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational 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.
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.
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

Certificate of Coverage AWS310575
James Braxton Rouse Farm
Page 2
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 Marie Doklovic at [phone] ext. 371.
Sincerely,
Kerr T. Ster$I-I1z.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilinington Regional. Office, Water Quality Section 1
Duplin County Soil and Water Conservation District
Permit File
NDPU Files

Animal Facility and Permit Data
Permit Number: AWS310575
Owner:
James Rouse
Farm Name:
James Braxton Rouse Farm
Street:
1859 Liddell Rd
City, State:
Seven Springs Zip: 28578
Telephone:
252-569-0372
Facility Contact:
James Braxton Rouse
State Reviewer: Marie Doklovic
Type of Application: Existing / General / Original
Date App Rcvd: 4/18/2000
End Stat App: 11/6/2000
Date Reviewed: 7/11 /2000
Date Withdrawn:
Date Returned:
Date Denied:
Date Issued:
Region: Wilmington
County: Duplin
Lat:
Type of Operation: Swine
Reg Comm Reqs:
Reg Comm Rcvd:
Add Info Reqs: 7/12/2000
Add Info Rcvd: 8/8/2000
Ot Ag Com Reqs:
Ot Ag Corn Rcvd:
Printed: 9/29/200
Long.
Comments: reassigned 6/28/00. Lagoon capacity listed as 385,585 above. Changed to "as built' capacity on
7/11 /00.

State of North Carolina R ►; G , . r ,
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form,__
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINA L :;
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: _James Braxton Route Fain
1.2 Print Land Owner's name: James Braxton Rouse
1.3 Mailing address: 1859 Liddell Rd
City, State: Seven Springs NC Zip: 28578
Telephone Number (include area code): [phone]
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway_ Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): North of Outlaws Bridge. West side of SR 1534 a rox_ 0.6
mile North of SR 1533.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): J C Howard Farms
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable): r f f A
2. OPERATION INFORMATION:
2.I Facility No.: 31 (county number); 575 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
1200- Certified Design Capacity
Is the above information correct? yes; F—I no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Tvpe of Swine No. of Animals Type of Poultry No. of Animals T e_y e of Cattle No. of Animals
• Wean to Feeder • Layer • Dairy
• Feeder to Finish C) • Non -Layer • Beef
• Farrow to Wean (# sow) - Turkey
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page I of 4 31- 575

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 30.13 r Required Acreage (as listed in the AWMP): 22.8
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? CYE or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or &(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
0 or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
33.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 31- 575

Facility Number: 31 - 575
Facility Name: James Braxton Rouse Farm
4. APPLICANT'S CERTIFICATION:
I, TAmes Brr yzh- n Vl) s e_ (Land Owner's name listed in question 1.2), attest that
this application for _)eme-5 mcn- Se— i:?(QM (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomDlete. f . 1-11
Signature /�, �'�/''�- Date
5. MWNAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31- 575

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Sa 13 A o ou gt th Facility No:
Owners) Name:�james BruY-1-0w J9y1 .'t Phone No: (;P.),f6Q-0.392
Mailing Address: !F 1-;doleole d
Farm Location: County Farm is located in: V 1;.1
Fourteen Digit Hydrologic Unit: D O 0D O 00 0
Latitude and Longitude: 1 10, r I r) Z ° S.2- r 00 it Integrator: T c-
�o•�-a.� _
Please attach a copy of a courity road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): SK Lev) ' P_ C.b Li t
Operation Description:
Type of Swine - No of Animals
0 Wean to Feeder
QTeeder to Finish J).OD
0 Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
0 Gilts
0 Boars
Type of Poultry No Of Animals
OLayer
()Pallets
Other Type of Livestock:
Type of Cattle No of Animals
oDairy
oBeef
Number of Animals:
Acreage Available for Application: 3 0.13 Required Acreage:
Number of Lagoons/Storage Ponds: Total Capacity:_ $ s 5% S _. . Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state r r Man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run�RE11 p l�da/animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized us' n technical standards developed by
the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of tl a4ol water
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a1Vg5&QU&h7Vf ) jT$Med plan is
changed) within 60 days of a title transfer. Nor.-Discllarge Compliance Enf•
Name of Land
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997 1
Date:
Date:

Technical Specialist Certification
I.. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 211.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,I) the technical specialist should only certify part for which they are technically competent
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
{) Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
(� New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print) ;., Oka t7bne,S
Affiliation: USDA MOJM( ReSWfCe' Cbrnser�a�iOr) Date Work Completed:
Address(Agency) � 5 ►11e. N G a 3 49 Phone No: q
Signature: �� Date: 2
B) Land Application Site OEM 61/
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Nance of Technical Specialist (Please Print): ! W v oa
Affiliation:so j t- Wa Goy ,. Date Work Complete: ,
4t
Address (Agency):PO o h Phone No: 0_.1.16 _ 12-
Signature; /'VV . Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
(6)"' Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
(} Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from Iounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
.Name of Technical Specialist (Please Print): W
v
Affiliation: So ` a �0 17 Date Work Completed: 3
Address (Agency): P0� K ✓; Phone No.: o -_Z2a
Signature: Date:
U
AWC -- August 1, 1997

D) Application and Handling Equipment
Check the Appropriate box
Existing or expanding facility with existing waste applicationeauipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
O New, expanded, or existing facility without existing waste application equipment for spray irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
O New,expanded,or existingfacility acility without existing waste application equipment for land Mreading not using spray _
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): nn
tJt w Ov pw
Affiliation: Date Work completed:
d"' �l'% r' Co ioa
Address(Agency) : 0 c G Phone No: 1
Signature: Date: 1.1 P-
E) Odor Control. Inse& Control, Mortality Management and Emerg_encyActigh Plan C$D,SI,WUP,RC,or l)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed: g
Address (Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120
Signature: Date:
F)_Written Notice of 1'Qw or_Expanding Swine Farm 7 't
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June2l, 1996, when was it constructed or last expanded . I(we)
certify that 1(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
A WC -- Augus[ 1, 1991

III. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facilit (SI)
Animal waste storage and treatment structures such as but not limited to Iagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: 5 ��2C 5 Date work Completed: 3 r2-3 /5 V
Address(Agency). PO eDy r-11 U�ire C Phone No.: aq _ a 1 DL p
Signature: Date: .2
B) Land_ Application Site (WUP) D
Check the appropriate box
(-� The cropping system is in place on all land as specified in the animal waste management plan.
() Conditional Approval_ all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
() Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed:
Address(Agency): P O Box 277 KenansvilIe, NC 28349-0277 Phone No.: 910-296-2120
Signature: -TV Date:3 q�
O
This following signature block is only to be used when the box for conditional approval in M.B above has been checked.
I (we) certify -that I (we) have committed to establish the cropping syste=a as specified -in my (cur) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the. waste management plan and will subject me (us) to an enforcement action
from DEM_
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC — August 1, 1997

C) Runoff Controls from Exteri r (RC)
Facility with exterior Iots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or I)
Check the appropriate block
(� Animal waste application and handling equipment specified in the plan. is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() Animal waste application and handling equipment specified in the plan has -not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print): W
Affiliation: Q. D• W a C Date Work Completed: Y
Address(Agency): o Z v, f G Phone No.: --Z s a
Signature: .� Date: 3
The following signatu66 block is only to be used when the box for conditional approval in III D above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Mortality Management. (SD,SI,WUP,RC orl)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed:3
Address (Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120
Signature: Date:
AWC -- August 1, 1W7

r
Please return the completed form to the Division of Environmental Management
at the following address:
Department of Environment, Health, and Natural Resources
Division of Water Quality -
Water Quality Section, Compliance Group
P.O. BOX 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the
local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste Management
Plan.
AWC -- August 1, 1997 6

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ANIMAL WASTE UTILIZATION PLAN +•"`
RE'C81V
. ED
Producer: JAMES B. ROUSE AUG O
8 2Q00
Location: 1859 LIDDELL ROAD WATEN QUAL 1 Y
SEVEN SPRINGS NC 28578 i:`o='?;uc,�ur ari;llpN ePe 9 rMitg j
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1200.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the -crop to be grown.
Several factors are important in implementing your waste utilization
plan in order.to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
.5 tons.per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

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

ANIMAL WASTE. UTILIZATION PLAN. •,
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS-
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED'
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
5016
P1
NOA
W
60
100
20
4.92
492
I
+OCT-MAR
5016
P1
160
INOA
F
zB 140
�
10
14.92
,787.2
SEPT 15
5016
P2
NOA
W
160
I
1100
120
12.77
1277
+OCT-MAR
5016
�P2
NOA
SB
40
160
I
12.77
1443.2
+JUN-
SEPT 15
5016
P3
NOA
JW 160
I
1100
120
15.22
1522
+OCT-MAR
5016
�P3
NOA
SB
40
I
1160
15.22
1835.2
+JUN-
SEPT 15
5016
P4
NOA
JW 160
I
1100
120
14.70
1470
+OCT-MAR
5016
"P4
NOA
SB
40
I
1160
1
14.70
1752
+JUN-
SEPT 15
END
I
TOTALI4578.6
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
appilcation may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and'PAN loading rates permit.
Page: 3

ANIMAL"WASTE UTILIZATION PLAN
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE_
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP-
UNITS
PER UNIT
SB
W
SOYBEANS
WHEAT
BUSHELS
BUSHELS
4
.2
TOTALS FROM TABLES 1 AND 2
Page: 5

441
ANIMAL�WASTE UTILIZATION' -PLAN
TABLE 1
TABLE 2
TOTAL
WETTABLE,
_ACRES
17.61
0
17.61
LBS AW N USED
4578.6
O
4578.6
*** BALANCE 1818.6
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

_pe
ANIMAL WASTE `UTILIZATION •PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 444 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2220
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 7.4 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 17.76 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land.application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

-ANIMAL WASTE,UTILIZATION-.-PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract.
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
5016
P1
NOA
W
.50
*1.0
5016
5016
5016
P2
NOA
W
.50
*1.0
P3
NOA
W
.50
*1.0
P4
NOA
W
.50
*1.0
5016
NOA
SB
.50
*1.0
5016
NOA
SB
.50
*1.0
5016
5016
NOA
SB
.50
*1.0
NOA
SB
.50
*1.0
* This is the maximum application.amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your -structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
Page: 8

ANIMAL WASTE UTILIZATION 'PLAN
NARRATIVE OF OPERATION'
THIS PLAN IS WRITTEN BASED ON AN IRRIGATION DESIGN BY AVERY JARMAN. THE PAN ON
WHEAT HAS BEEN REDUCED BY 20 LBS N PER ACRE TO ACCOMODATE THE FOR THE RESIDUAL
NITROGEN IN THE NEXT CROP.
Page: 9

jir•
WASTE UTILIZATION;"f PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state'by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a,landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the.Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per.acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. when animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in.a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 10

WASTS ` UTILIZATION 'PLAN , T
REQUIRED SPECIFICATIONS
10. Waste,nuErients 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
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.
be
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right--of-ways.
15. Animal waste shall not -be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures -should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATY4N
-. ._ - - y. ems.. , Y_r- - -i .e �. ,_ - _ - •_ - •3„' s.
-
REOIIIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated,.the owner -is responsible for obtaining and
implementing a "closure plan" which will.eliminate the
possibility of an illegal discharge, pollution and erosion.
19. waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five ( 5 ) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL rWASTE UTILIZATION PLAN y
x -
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:JAMES BRAXTON ROUSE FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan.for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system -to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: JAMES B. ROUSE
(Please print)
Signature: _ Ys.1P, -C!T, Date: ' -oo
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)ANGIE B. QUINN
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
Signature • GtI41 a,
Date:
Page: 13

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- —'• +.,1'r);r�'�';�. iy�• I,I�VL? /;—rr ^'�1: �7 1''! ..n.. 1rt�y' ` l',r,�t•�� r Id�r�— •`LCa g7JJ G:1 [ 1.

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

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES -OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
5016
1
NOA
W
60
120
17.61
2113.2
I
+OCT-MAR
5016 1-1 1NOA
SEPT 15
END
DSB 133 1132
I
I
17.61j2324.52
j+JUN-
TOTAL14437.72
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
appilcation)may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required -specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
f - Dates shown reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
1
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
DSB
W
DOUBLE CROPPED SOYBEANS
WHEAT
BUSHELS
BUSHELS
4
2
TOTALS FROM TABLES 1 AND 2
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 1
TABLE 2
TOTAL
WETTABLE,
ACRES_
17.61
0
17.61
*** BALANCE
LBS AW N USED
4437.72
0
4437.72
-1677.72
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

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

ANIMAL WASTE IITILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
50IG
1
NOA
W
.50
*1.0
5016
"1
NOA
DSB
.50
*1.0
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 160.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure bg within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 7

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a_
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of -the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per -acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. Odors can �e reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland,.the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur'in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited.on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner..
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged. into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures -should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals ap�roach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established -in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) al -so understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: JAMES B. ROUSE
(Please print)
Signature:_ Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)ANGIE B. QUINN
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-295-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
Signature QAc ate : OT42-0Q0 WQ 4A
Page: 11

ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous,
1
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Term of Agreement:
Date:
Date:
Date:
Date.
19_ to
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page: 12

ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I, , a Notary
Public,of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this
19
My commission expires
(SEAL)
day of -
Notary Public.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
Waste Utilization - Third Party Receiver Agreement
I,
generated by
hereby agree to apply waste
in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Third Party Receiver:
Date:
Term of Agreement: to
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
, a Notary
Public of said County, do hereby certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
r 19
My commission expires
(SEAL)
Notary Public.
Page: 14

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map
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: James B. Rouse Fwc. # bt" 5Z 5
Address: 1859 Liddell Road
Seven Springs, NC 28578
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Z
County: Duplinvrn
{Ti N
fT1
Date: 716199 3
G
ED
CD
pa
CO
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
w�

—e- 75
Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 3250 Reel, Nelson 150 gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective `Diameter Diameter Pressure Pressure Arc
Hvdrant No- (ftlminl finlhr-) Width(ft-) Lenothfftl (feetl (Inches] at Gun(nsil at reelfnsil Pattern Cnmmpntc _ ACrAC nar null

Sheet4 j b[9a1
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irri ation
Flow Rate of Sprinkler m
197
Operating Pressure at Pura si
126.2
Design Precipitation Rate inmr
0.31
Hose Length feet
840
XXXXX) XX
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement h
32.2
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
NIA
Dead End
NIA
Tee
NIA
Gate Valve
NIA
45 degree bend
NIA
Page 1

Fqc. # 31-5-7 5
-714/9 9 c N- WE,
Sheets
IRRIGATION SYSTEM DESIGNER A I I 7 a. -) *
cx1t55 .
Name: Kraig Westerbeek �Fs►at�ca
Company: Private +burr,
Address: 1 635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

raG.4 3 I - 5-7 5
iWill
Sheet6
Narrative of Irrigation System Operation
This system is designed to use a Cadman 3250 traveller, wla Nelson 150 gun operated at 70psi
sprinkler pressure on a 1.08" ring nozzle for all pulls. The grower will be using 6" aluminum portable
pipe to reach the designated start pull points. These points should be marked with a permanent
marker, and all pulls should originate and end at these points. The design outlines the proper travel
speed to be used to apply .5" of wastewater per cycle. The arc setting on the gun should be set at 3301
degrees, using the stops on the gun. If the grower is not familiar with this procedure, he should
request assistence from the equipment dealer.
When using above ground pipe, care should be taken to check for leaks around the joints, and in the
pipe. Gaskets can be damaged easily during assembley and require some maintenence. Never place
a joint over a critical area such as a ditch, etc...
Refer to the attached material, ie, agronomy calc., WUP, etc..., for further guidlines. Follow all
manufacturer's specifications for maintenance and winterization.

r
61
Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150 ;Cadman 3250
Nozzle Size:
1.08 inches
Sprinkler Pressure:
70 psi
Flowrate(GPM):
197 gpm
Wetted Diameter:
310 feet
Lane Spacins
Desired Spacing (%):
70 %
Design Spacing(feet):
217 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
71 %
Application Rate
Application Rate =(96.3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
330 degree arc =
0.34 in/hr
220 degree are =
0.51 in/hr
180 degree arc =
0.62 in/hr
Traveller Speed
Travel speed = 1.605 x Floyvrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.87 ft/min
220 degree arc =
3.45 ft/min
180 degree arc =
5.75 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feettsec."
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.23 ft/sec.
Page 1

FC.c .-fir 31- 615
Sheet? -7) +• 14'I
Maximum, Mainline friction Loss
Most distant hydrant: Pull 4
Total distance: 800 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 0.42 feet1100 feet
Max. Mainline Loss = 3.4 feet or 1.5 psi
Total Dvnamic Head
Sprinkler Pressure:
70 psi
Loss through traveller:
21 psi
Elevation head:
0 psi
Mainline loss:
1.5 psi
Suction head and lift:
3.7 psi
5% fitting loss:
4.8 psi
TOTAL(TDH) =
101.0 psi or
Horsepower Required
Horsepower = Fiowrate x TDH(feet)139601 Pump effeciency
Pump Description: Rainbow Model 6X4SX13
Pump Efficiency: 45 %
Horsepower Required: 25.8 Hp
233.3 feet
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
"NOT APPLICABLE; PORTABLE PIPE
Thrust:
feet
Soil Bearing Strength:
feet
End Cap: N/A
ft2
90 degree elbow: NIA
ft2
Tee: NIA
ft2
45 degree elbow: NIA
ft2
Pine Pressure Ratina Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 101.0 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

516
Sheet? ?1 (19 9
NPSHR: 14
NPSHR: 7 "from pump curve
If NPSHA>NPSHR OK
Page 3

TAMES B. ROUSE -IRRIGATION CALCULATIONS, CONTINUED
I•c.#31-67j
The Rouse Farm is currently being operated as a 1200 head Feeder to Finish facility,
which is consitent with the certification for the farm. At this stocking rate, it will
produce, on average, 2,760 pounds of PAN annually.(1200 hd. X 2.3 lbs/hd.) The grower
will use this nitrogen to grow row crops, specifically corn, wheat, and soybeans, on the
land designated as T5016, fields 1 and 2, in the design provided. These three crops will
be grown in a two year rotation. In an ideal situation, the field would be divided in half
and crops alternated on each half, however, this is not feasible in this operation because
the land is custom farmed, and the grower would have trouble accomplishing this on such
small acreage. In the first year of the rotation, corn should be planted, with its entire
PAN allowance available, followed, after corn harvest, by wheat, with 1/2 of its PAN
allocation available. In the second year, the remaining 1/2 of the wheat's PAN allowance
and the full soybean PAN allowance will be available. The predominant soil type in this
field is Norfolk, which provides the following PAN allowances for the crops used:
Corn - 1.25 lbs. PAN/bu. X 110 bushels/acre = 137.5 lbs PAN/acre - soybean residual(20
lbs PAN/acre =1175 lbs PAN/acre
Wheat - 2.4 lbs. PAN/bu. X 60 bushels/acre =144 lbs. PAN/acre
Soybeans - 4 lbs PAN/bu. X 40 busheWacre =160 lbs. PAN/acre
Calculated Acres Per Pull
Pull 1 - L = 730' + .6(310') = 916'
W = . 8(1/2)(3 10') + 1/2(220') = 234'
(916'X 234')/ 43560 sgft/acre = 4.92 acres
Pull 2 - L = 330')+ .6(310') = 516'
W = .8(1/2)(310') +1/2(220') = 234'
(516 X 234')/ 43560 sgftlacre = 2.77 acres
Pull 3 - L = 730' + .6(3 10') = 916'
W = .8(310') = 248'
(916' X 248')/43560 sgfi/acre = 5.22 acres
Pull 4-L=640' +.6(310') = 826'
W =.8(310') = 248'
(826' X 248')/43560 sgft/acre = 4.70 acres
TOTAL ACREAGE = 17.61

James B. Rouse Irrigation Calculations Cont. - Fac. #31-575 - 7/6/99
Calculated Annual Hours of Operation
-1200 hd. finishing X 2 gals./hd./day X 365 days = 876,000 gallons
-App..5 acre lagoon, plus .1 acre open pen = .6acres X 27,154 gaVacre-in. X 9.5" rainfall
= 154,778 gallons
-Total gallons to irrigate per year = 1,030,778 gallons
- 1,030,778 gall 197 gpm/ (60 min/hr.) = 87.2 hours per year — a 4 %4 % I d pC-r- ft '1 O k-'
ok ee • 10 I,Que S .r.o vC ao .rl ac.j- "r f , +}..C,..
A onom Calculations
First Year
17.61 acres X 1/2(144 lbs/ac.) + 17.61 acres X 117.5 lbs/acre = 3337.1 lbs removed
*OK, only 2,760 lbs produced
Second Year
17.61 acres X 1/2(1441bs/ac.) + 17.61 acres X 160 lbs/acre = 4085.5 lbs removed
*OK, only 2,760 lbs produced
i

Valle$ CA- -r AJ
<;r,,) e <CLnLA 9 1;
OftA-e4l Uri., "o
CCOL CGJ PkA v r 4
0 dI
-F 10 J) .
PC_ Ropbrej tl
o3) —AL t
9 p Poll
—
1
Zw
rUP5N
fi 1
F,t
ujrlg
-fir it Fi'
o Ou. Ws-WNii 1#0ht,
,0 wl -X ,i
7
14
1,110
—31
#4A A
Al
tj
%
to,

:20000 VL I --------- I I so . oo feet
6CA 1 C-

The Cadman 3000/3250 is a versatile traveller used for many different
water applications as well as liquid manure and municiple waste.
��„ �� }<:� � i;:•iY"��-':x�-�t-' �)�...�'I�.S .N'F s' ic- 't ;5 t^t�� �r i. i .i��' ;4..� ,., :� _ �,.
AMIN."
MVAM
Flow mate
141ooe1 u?M
Inlet Pressure
Pst
Hose Length�
Hose
I.D. - �
lane
Spacings
Acres
� per Pull
Time To Apply
� 1 inch acre I
I
Time per Pull
3000 225
130
� �� 910'
3.04" !
260
6.5
( 120 minutes
13.0 hours j
i — -- 270
150
I 910'
3.04-
260
I 6.5
100 minutes
10.8 hours
32,0 I 300
I 130
f 840'
3.25"
I 280
f 6.1
� 90 minutes �
9.1 hours
300
I 150
i340'
+ 3.25'r
I 230
6.1
75 minutes
7.6 hours I
Caaman Powe. _auioment Limited, whose ooliay is one of continuous improvement.
reserves the npnt to =nange soenificstions, aesign or prices w0out incurring
obligation.
Cadman Fowe,- aquipment`s 43 years o, leadership and
experience in design and manufacturing stands behind
PVPry Cadman Travpllpr nrnrfizra,4 A rmmnlore fine of

Rev.
Table 188. SWINE ANAEROBIC LAZt7i LIQUID FERTILIZER Y[ITRIENTS `
Type Animal
Animal unit Total Aroerobic Total Lagoon Plant
Plant
Total
Plant AvsilabLe
of unit
Equivalent Lagoon Liquid Liquid Nutrient Nutrient Nutrients
Nutrients
Proauitzion
Liver Yeight capacity. Surplus,*"
-Availability
irrigate,
Unit
--------------- f 3/ per animal
Coefficients
------------____
init final mean animal unit unit/year
l5s/
----------------------------
irrigated
Lis/
lbs/ animal
single 2-stage acre-
acre
acre unit/
------ Lbs------ stage 1st • 2nd gals inch
inch
inch year
wcmnLing-to per
10 50 30 60 45 15 191 .007D N
.50
136
68
feeder head
P205
.70
53
37 .26capacity
120
.70
133
93 .66
Feeder -to ' per
50 Z20 135 270 200 70 927 .04 M
.50
136
68 2.3.
Finish head
PZCS
.70
S3
37 1.3
rap. i ty
- - L20
.70
133
93 3.2
Gilt per
50 Z50 150 300 ZZS 75 1015 .037 N
.SO
136
65 2.5
Develop= head
�
.70
53
43 1.4
capacity
f
.70
133
3.5
Boor stud per
Z50 550 400 500 375 125 2959 .11 N
.50
6B
34 3.7
head
PZrS
-70
26
19 2.0
caps=itY
i20
.71)
67
47 5.1
Farrow -to per
433 650.E 435 215 3203 .12 N
.50
91
45 5..
Meant ing ochre
- P2C'5
..70
35
25 2-9
sow
.70
89
62 7.3
Farrow -to per
5ZZ 783 523 260 3861 .14 N
_50
91
45 6.5
Feeder =zive
PZ 5
_70
35
25 3.5
sow
X20
.70
89
62 8.8
Farrow -to per
1417 21:=33 Z125 708 im78 -39 N
-50
136
68 26-
finish active
P205
_70
53
37 14
sow
L2b
.70
133
93 36
` Refereroes: Dents
of Biological and Agricultural Engineering, Animal Scierre; North Carolina State University; ism 1993
Agronomic Division, North Carolina Department of Agriculture
Arsum s 400-Lb sow Ord boar an Limited feed, 3-wk old weanHnr,,, 50-tb feeder pig, ZZO-Lb market hog and 20 pigs/row/yes,
Estimated total Lagoon Liquid includes total Liquid manure plus average annual rainfall surplus incidental to Lagoon, "
surfs=e; des not acmu : for seepage.
Irrigated: sprinkler irrigated liquid uncovered for 1 month or Longer.
Table IBC. LAND APPLICATION OF SWINE AXABRGBIC LAO=N UoulD •
Type A:11anL
Rat LagoonLiquidApplication Rate ': Minimum Lard Area for Liquid A,=U=x:ion `*
of unit
Lirai'?' ---------- irrigated------------------ --------------------
irrigated
Pros=:ion
Mutrieit ----------------t'es/a=re/year---------------- ------------------
lbs/acre/y=ar----------------
unit
M 5C 100 150 200 Z50 300 350 40D
50 1O0 150
200
250 30D 350 LJC
P2ffi 20 40 60 80 100 120 14.0 160
20 40 60
80
103 120 140 16^
12D 50 100 150 200 250 300 350 400
50' 100 150
200
?50 300 3`DC, 4n
-------- -----------------------------------------------
'
-----------------inc'hez/year----------------- ----------------Kral/animal
unit --------------
weanLing-to- per,
M _73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .0046
.0048 .0=2
_DG24 .DO19
.0016 .0014 .001Z
Fezxr head
P21_5 -54 1.1 1.6 2-2 2.7 3.2 3-3 4-3
-013 .B065 .0043
.0^.Z: 3 .0026
.Duch .D019 .0016
capac4 ry
L20 -54 IA 1-6 2.1 2-7 3-2 3.7 4-3
.013 .0066 -OD"
.CM _MZ6
.CGZ2 .CC19 -OC16
Feeder -to per
N -73 1.5 2-2 2.9 3-7 4.4 5.1 5.9
.0:7 Mn..016
.OIZ _CM
.0073 -0066 .0253
Finish head
P2 5 .54 1.1 1.6 2_2 2_7 3-2 3.8 4-3
.D63 _1132 -021
.016
_013 _011 -CM AC79
rapacity
CZ0 .5L 1.1 1-6 2.1 2-7 3.2 3.7 4.3
_D6: .M .G21
.016
.013 .011 .0091 .D=
Gi t t per
M .73 1.5 2.Z 2.9 3.7 4.4 5.1 5.9
.051 _OpS .017
X,!3
.010 .00;25 _GM .0064
Devetoom: head
PZC5 .54 1.1 1.6 2-2 2.7 3-2 3-8 4-3
.069 .C35 _GM
.017
.014 .GIZ .0009 _MSS
ca�a=i:y
12D .54 1-1 1.6 2-1 2.7 3_2 3-7 4-3
.07D -05 -CM
.017
.014 .012 .012 -OCS7
Boar Lie^
M 1-5 2.9 4.4 5.9 '7.3 F-8 10 12
.074 .037 .M
.019
.013" .012 .011 -MGG
Stud head
P2_5 1.1 2.2 3.2 4.3 5.4 6.5 7-6 8-6
_10 .L,50 .C34
.025
_020 .CI7 .014 .013
capacity
1-1 2.1 3.2 4_3 5.4 6.4 7.5 6.6
-10 -051 .034
.G25
.020 .017 _015 -CIS
Farrar -to t+er
M 1-1 2-2 3-3 4.4 5-5 6.6 T.7 L.8
-11 -054 .036
.GZ7
.C?I -019 -CIS _013
wean Iinp active
P205 .81 1.6 2.4 3.2 4.0 4.9 5.7 6-5
.15 .073 .M9
_C°36
.029 .G24 .021 .018
sow
120 _80 1.6 2.4 3.2 4_0 4-8 5.6 6.4
.15 .073 _049
.C37
_029 .624 .Gc; -CIS
Farrow -to per
M 1-1 2-2 3.3 4.4 5-5 E-6 7.7 E_8
.13 .065 .043
_32
.026 .L"2c ,01E .016
Feeder active
P2_5 1-.6 2.4 3.2 4.0 4.9 5_7 6.5
.18 _088 .059
.D"
.US .029 .025 .Cr'
sow
.81
t20 -90 1.6 2.4 3.2 4.D 4.8 5_6 6.4
-13 .am .059
.0"
.035 .G29 .G?5
Farrow -to per
M -.73 1.5 2-2 2.9 3-7 4-4 5.1 5.9
.53 .26 .18
.13
.11 .CW .D75
Finish i.Sive
P205 .54 1.1 1.6 2-2 2.7 3.2 3.8 4.3
_72 .36 .24
-18
.14 .12 .10
sow
k20 _5:. 1.1 1-6 2.1 2.7 3.2 3.7 4-3
.72 .36 .24
.18
.14 _i2 .10
Referenr-cz: Dents of Biological'L Agricultural Engineering, Soil Stienee,
crop Science; Morth Carolina St univ; Jr.n 1990
`* M fertilization
rate should be consistent with realistic crop Yield.
M leaching and cienitrification and P205 soil iamoailization ur+a =canted for.

SPRINKLER 11%..'.`U011 UU|0[ ('oxi)
for
y|[UHo|l
AND OmS|NL yiNU NIA or |mUN cAkN}UA
Deptil or
:be Iteplacad
lys
4.1
:Orchards hart")
3.0
2.20
:Coastal Plain aild terrace soils
1.7
:Ammal h hrusintal
:V11th satilly - stir face layers alld
2.4
: Flowers
1.0
.66
4
.14
.Altavista
:Ladho Clover & Grass
--------------------------------------------
(CmIt(ooeV) [ 1/
rm
/

BIG GUN°- PERFO CE:-TABLES
P.5.1.
GPM S,I DIA.
GPM S5101.1.
GPM M
GPMS5 101A.
GPM I DIA.
GPM DIA.
GP �� DIA.
GPM �� 01A
I GPM 01/L
GPM 1� OIA.
-
s7
64 215'
,aSM.3
i F
225'
88 250'
s' 99
Z
67 235'
103 263'
sx'
f 45
]20 275'
& 1ta-ft24Q
115 256'
Wja s.,=2so '
130 265'
Z..
t50 273'
165 280'
�'50
204 300.
70
SO 205'
80 225'
75 M.
�197
243 238'
135 283'
153 295'
177 302'
310'
ff10�
90
Sal245'
93 25a'
2.70'
283'
7135 2_95'
YJ� _�
ISO 115'
355 306'
M315'
S��} -��-
195 335'
201 326'
222 344'
223 335'
-
247 355'
v�2..774 362•
SFcOri'.lJ'
304 380'
110
76 265'
92 278
y1000
8V�9-kf80
it1 290'
�y11_7
•
129 303'
171 324'
Riry
Ring
Ring
Ring
Ring
Ring
Ring -
.:1s'
812"
257'
E95"
92'."
965'
A.S.I.
GPM
OIA
GPM DIA.
GPM DIA.
GPAI OIA.
GPM
DIA,
GPl1 01A,
GPM
DIA.
�5p'
a-1 a7<
,t220 _
s1
Y_ SOOs_''.:'230; = ..
�z40'� "=
.c�� 1.,5.E • _
12s
w zs0'd:=�
.255y'�
.r 150 1 _
`4L-5tii.
fi7:.._ fi0.•..%+,
60
aQ
81
::'-8e
Z351
_2.5'.,.y-
96 240
_`_.10a.=1 -"'
110 245'
1 i :�;. ^,' 266' '�
125 T60'
_ ,%;,13.5 �'» ;.275, : -
7a3
-152
270'
-.290':- ="
16- 275'
`_"' 177 295`'
183
_Zj 99
280'
so
94
255'
111 265'
12: 275'-
- 145 285'
163
•300'
..
155 305'
211
375-
.'�O.T"....e::
9
-..:255`,'•r
,'
..
� x.`7?7�''+i.'275'r..-.
:12(: 1r"295�_.
:.�%�1SC-­ ._ 795':-.
.-._:173
.:3t0'.^::
.�~.207 3t5'
='_224-_::+i.325'ti.c
_
-
Ipp
105-
27"
124 200'
142 2-05'
162 305'
162
320'
212 325'
236
335'
y�-
'1.50.-
=275::�nY
'130i--•290' ._..
{i=�14�`•G=tx305�: _:i'`�:"'.>=179.ts
'3i5T`1.,.::
.4.19t
325':.;.
50;TATAPER;BORE NM LES:5.U:S_.zUNITS;'-z7
NC„Ie
Nozzle
Noz�e
Naxxle
No=:4
Nozzl!
l
1
9"
9-
1.0'
i•i'
L2'
1 �'
AS.1. 1 GPM JIA,
GPM DtA.
GPM DIA.
GPM DIA.
GPM DIA..
GFIA 71.:.
GPM DIA.
f'M�3b�'i�ST�_'>'Y''r.
6 .,V; �-r �`
` .. 5�.�3t0'. �
...a.4 JS'_ _'-r_.��?�i
21-5 345•
300". 3S's2C'..'-.",
230 365'
�350.:_�i:360•r2
385 380•
60
1 110 255'
$43 285'
182 305'
225 325'
p:am9m,"��A'�'-'�5�:�0.-
�t
;�'g5: crs3_'b_�•:,.:.:'380
3:5 3.7.5''
t!
_..
360 395'
' 15393
.gym.'_..,
445 410'
�.L��d
80
128 2_-0'
165 310'
210 335'
260 US'
T
s
; 5 f045 .
i� r700�r -
i. ra
.a�-�..�r�.. i...
[�=' z
�.. � `�r_ .J.:
_ • ^-+Z.�5 �7V '!
...
:1m !^ Y'•
_ ��405 -*
:7 �i5 � '�'p�25
�' ]27� �'
3.-y
t00
143 310'
165 - 330'
235 355'
m 375'
355 400'
425 e20'
500 4-10'
3
9. �^.'` '32 :.
'y
•'�'2 T-�
k' 5._s'`�_.:
37Q :i.<!Dr �
u5 �^C30' i'
. '-- $ _'y-'Ks
320 395' 1
120
157 350'
204 350'
258 375'
3a5 420•
465 44o� -
Ke 41501
IN'F_ G;t46_ i0± S
I7NITS '
+,
+F�nS•'
R+n4
Ring;
Ring
Ring
Aing
Ring
B15' I1r
97"
1.0a'
IASI
1.26'
ts:'
1 et'
?S.I.
GPM - I
GPM 01A.
GPM DIA,
GPM DIA.
G?!A DIA.
GPI.'. alA.
GPAI DIA.
aSa
'�' S5. ''�'c'_
s '-= _
{.'a@5 ,:2.eS '--.
I: -=, s''--
?iZADO _:_.335' -_
-:t Z3sa
60
110
143 290'
182 300'
225 315'
275 ,.35'
33C 1-50'
385 365'
tT�7D
128 280'
..1�.:243L�''`•':C=sue_::
165 300'
.797�.�t.">•3..>v3]A: -.
210 320'
=-�,�_''W95-
250 340'
-...r_35Q'_''��-.i.
3!5 360'
'S 365' •' .
380'
- .-'.'%_4i5
44S 395•
BQ
':`
.
t •fat_ J
�r'�--:.
�+"
_150
100
143 300'
185 320'
235 340'
290 360-
355 380'
42S AM'
500 415'
.����7dS�i.
�r}�
r�'-•?'47Fes'�1Ci�S�:.i. _
�°x�t-
t.=7%3� r��"'"^:
-
t.�d'CS 410��';
' :�2i _' 425':=
120
157 3:5"
_ 204 335'
258 360'
320 390'
5a$ 400-
465 e20'
545 435'
?5.1.
NaZ::• Noz.tle
1.1'
GPM 01 c GPM DUI.
NO:zle
GPM 01.a
NazZle
GPM 01A -
Nozzle
Ga14 DIA.
NO -le
I.
GP!A DIA
No_'le
15'
GPM DIA
Nozze
]I Lis'
j rP DIA.
Noz-1e
19'
G?ra DIA
e60
tar75Q.�� S' = 1a.&285?.-C355
`.=330 75': _
i+t385=`�390':-:
445'-410:=�
•'- 515- 4 0'- --
=:585 -445-
695 470'
825
70
270 35: 310 3a0'
355 395'
415 . 410'
4ac <30'
555 -50'
630 465-.
75$ 495'
Z90 515'
Y"2vj
e37s: - =a¢ _ 5;{=
:380 •-=1ia'
r-1•
:':1•:4a5:z__:ea0• •=.'
Sty S::4swz'.,'.--r_590'
<;7
-s7s <8S•
805 sls•
953 535• .
90
3t0 Se.350 410'
405 425'
475 445'
545 465
625 -55-
715 $05'
a55 535'
.GS 555'
700
ZE PU40 . -_.> '. 7 •_. a2e.'-
:M25 "4•:0'
-�500=_.g <60':r
575.::=450'r'�.:
�- 66Q 500•
755 $20'
900 $50'
10-M 575'
1t0
340 4t0' 390 430'
445 450'
525 <70'
605 495'
695 4_:,'
790 535'
945 565'
1it0 590'
D
-!
20..'6j* ^?s =
+4<5'
_. 465 _ <60: _"`.
r%545:' '480':.
630:5�`a05+`s
___7iZ 5 i0'. _
'_825 550'
985 . 580
I
_: tt6J. -605' .-
I30
]70 42'_' j 425
465 465'
565 485'
655 515'
755 5-0'
660 560'
t025 590'
1210 620'
F P$I
(t.24'(t
GPil ,:::.
1 ?4' R1n9
a6" acual)
GPM DIA
I ;s' Ring
(156' actual)
GPM Du
I 1 y" r7.ng
f{E n acaaq
;.!.s DIA
1 L: Ai ng
I: 7:' sauar�
Gate OtA
I 1 '�- R_v�
fj (1 6'- an.x>)
Grse _10
I 2- R.ng
!I (+.93" aauaq
GPA4 DIA
230 325'=
00 , 355'
3501?.:` "'370'
<to 3-0.
470 405'
535 420'
6:0 4335'
6o
70'9
250 3-,'
�'ai-•270 55'
3
330 37p,
'.:' 3@5'
395 390'
415;: 4 OS'
.41; 410'
480 425' -
S-: 425
555
=-0'
695
so
290 i73
360 4r,+q-
445 4�p
-
yN. 440'
440•
S9^' 455'
6358�0
630 <55'
GI` 470'
475'
T55 475'
805 490'
- 90.
ia�i.��10 3.'0' -
�' i laSr - 415•
475:'- 435'
545 <55'
625 470'
715 4a5'
855 SQS'
t00
'I 10,-'_�L,yr++"3-SG
325 `_b0'
400•
425 425•
:.e'>%c'' n:: -I35'
500 44$•
525-.}- 45.5•
.;5 465
605 475'
69: 490-
695 490'
790 SJO'
I T90 ;10'
945 5:0'
.905 55<a5
124
-1 30
355 4-G-
$570- : , 415'. t
465
o'c s? ;t;i50'•:.-..
545 4 65'
S65z`•r.':e]O�its
1:.10 465'
:-- .aSS: '_ <90'•� '„
S00'
755 505' i .,�
!!75 -:0'
• 967 525' .
705 545-
-•:;i025 - 650'

JOHN DEERE
Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
300 Series Engine
Model: 6059D
107 hp @ 2500 rpm
80 kW @ 2500 rpm
All values are from currently available data and are subject to change without notice.

- - - -" - _ '. � � ♦ i � ;`-r1 !1 -t rf- ` `/ `- 1 r~ r � /` \r tit Y /
'- - - ~ \• \ '^!�\ 7 k \ � \! `!ram!\t k 1
- - - - _ - - • _ 1 - - ` r � i • � � f , ,r.t ' ` .1 � \ l _ ` E � a r'_1- � ` •r f i ♦ / \ rl ~L h
Field'Calibration `Procedures_ ,
- for,Animal WAsfiewatec
' - - .._ - _ _ � t l: ~i •_- ^•fir t _' - \ ! ++'. 1 J 1\ G '� ♦k �` = 4 a .�
' - - _ _ -- _' - Iti7-' `'J + t r ♦ f--1�^t` 7 � �.w r♦ •♦ '
'- - - - - _ -:/ - ,�-rlt-".�,��f.`�•'`i ♦ _ `y.,`-- `f•/.�t'i�-. �•\� \+.\ r: t_\ �1`�i7` �\f+`•7-• �.
- r `. W .. __ '��.;i 1/ � � _! `� ; •- 1`\,'-':� � � Jt r` �-!r_rJ!j -`•i♦S�!-�^i �I .. r.` ``. i
- rHAftD H4S_ -41D� '�- \ \ r r �', I r� ;' • I 1 ,
-. - - - / r' J -.`i t \ 1 r1'J_ ,�; \!mow- I y _:h ♦ �\r.-w ( � rl; ^! 7 ,
ti
'
CA_ BLE TQWW-,-TRA
r. - / w �i ti7 .• - \! f\^\ `1. r - •-
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Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE
AND CABLE
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
Land application equipment used on animal production farms must be field
calibrated or evaluated in accordance with existing design charts and tables
according to state rules that went into effect September 1, 1996. Technical
Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry', or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion.rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continued use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) =
Volume pumped (gallons)
27,154 (gal/ac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
c sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design•sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
0

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

C.
C
Row of
collection ---- >
gauges
Direction of travel
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart >
Left Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
0 0 0 -o 0 o a o a a a a a a 0 a
Gun
cart
Wetted diameter��
(320 feet)
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES
1.. Determine the w$tted diameter of the gun: -
2. Determine the number of collection gauges and spacing between gauges. Fora wetted diarmeter of 320
feet, the rain gauge spacing should not exceed 20 feet. (320 ft 7 i 6 ` 20 ft),
3. Label gauges outward from the gun cart as either left or right (Ll, L2, 1-3, etc; R1,
4. Set out gauges along -a row as labeled and shown in Figure 1, equally :spaced at .the d.istance.deEerrri ned it
item 2 (20 feet). The row should be at least one wetted diameter from eithei;end of. the pul! The first
gauge on each side of the travel lane should be 1 /2 the gauge spacing from'. the center of the Iane:;For a
gauge spacing of 20 feet, Ll and R1 should be 10 feet from the center of the lane
S. Operate the system for the time required for the gun to completely pass, all collection. containers:; Record.; -'
the "starting" time that wastewater begins to be applied along the row of gauges and the "ending" time _
when wastewater no longer is being applied anywhere along the row Also'record Ike distance traveletl ira'
feet for the time of operation.
6. Immediately record the amounts'collected in each gauge (Refer to Table 1 for an example j „ t '• > ,,
7. Identify those gauges that fall outside the effective lane spacing, Figure 2.:This volume Is the overlap =r
volume that would be collected when operating the system on the -adjacent lane` f
8. Superimpose (left to'right. and -vice versa) the gauges just outside the effective w�dth`with the gauges lust
inside the effective width: Add the voluitmes together
For the layout shown'in Figure 2, add the volume (depth) collected in' gauge R8 (outside the effective
lane spacing) to volume (depth) collected in gauge L5'(iriside the effective lane spacing) S[milarlyrR7 ;
added to 1-6; L$ is added to R5; and is added to R6.-This [s now the application yolume (depth) wlth-n
'.the effective lane spacing adjusted for overlap.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
Direction of travel
Lane 1
Reel cart --�
I Left
8 716 5 4 3 2 1
0 010 0 0 0 0 0
Gun
cart`
y
Lane 2
Left
8 7 6 5 4 3 2 1
O O O O O O O O
Right
1 2 3 4 5 6 I7 8 Gun
000000 0 cart
I f
Effective lane s cing
(224 feet
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
Right
1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0
. .. I
Effective lane 11
acing
(224 feet
`. 'CALIBRATION PROCEDURES (continued)
9.- Add the -amounts collected in all. gauges and divide by the number of gauges within the effective area. This,
is the, average application -depth (inches) within the effective lane spacing.
.-..Sum of amounts collected in all gauges .
Average application depth -
Number of gauges within effective width
10. Calculate'the-deviation depth foi each gauge: The deviation depth is the difference between each
individual gauge value and the average value of all gauges (#n. Record the absolute value of each
-deviation depth: Ab" olu't- value'means the sign of the number (negative sign) is dropped and all values are
treated as positive: The symbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as an -absolute value. It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is used in formulas in the text.
Deviation clepth-IDepth.collected in gauge i -*average application depth)
; refers to=the gauge number
11. Add•amotints in.#10 to get "sum of the deviations" from the average depth and divide by the number of
gauges to get the -average deviation.
Sum of deviations (add amounts computed in #16)
Average deviation depth.'
Number of gauges within effective lane spacing
12.The precipitation rate (inches/hour) is computed by dividing the average application depth {inch) (#9) by
the application time (hours) (#S)
Average application depth (inch) .
Precipitation gate
Application time (hours)
0

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9) —Average deviation (#11)
U ' X 100
Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
J
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Taper Bore
Nozzle Dia. 0.9 inch Pressure (Gun) ZQsi Reel 105 12si
Wetted diameter320 ft Effective Spacing 224 ft Flow 197 GPM
Hose Size: Length 2j20 ft Diameter3_in
b. Spacing between collection containers (spacing 320 (ft) / 16) = 20 ft
c. Number of gauges =16
d. Start of Irrigation event _Z:15 a.m.
e. End of Irrigation event •00 a.m.
f. Duration (e-d) 105 minutes
g. Travel distance }20 feet
h. Operate the system and collect data.
0

Field Calibration Procedures
• for Animal Wastewater Application: Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (inches) (inches)
(inches)
(inches)
Ll . 10 .94
.94
.235 (1 - j)
L2 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
L6 110 .42 .20
.62
.085
L7 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.065'
R5 90 .50 . .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 1 .20
R8 150 .13
'Absolute value, • treat all values as positive.
1. Sum of all volumes collected in #h 8.46 inches
J. Average catch (i/number of gauges within effective width (12)
0.705 inches
Distance traveled (ft)
320 ft
k- Compute the average travel speed =
_
= 3.04 ftlmin
Time (min)
105 min
average depth (inches) 0.705 in
I. Precipitation rate = _ = 0.40 in hr
application time (hour) 1.75 hr
m. Sum of deviations from the average catch .356
n. Average deviation from average catch (m/12) 0.1.13
o. Uniformity coefficient
0.705 - 0.113
UC = X 100 = 84
0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range
for a traveler system. No adjustment
is necessary.
O

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. in Pressure (Gun) (Reel)
Wetted diameter -ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter 16) = ft
C. wetted diameter (ft)
Number of gauges = _
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
I. Sum of all catches inches
J. Average catch (i/number of gauges) inches
Distance traveled (ft)
It. Average travel speed =
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
0) —
U =
0)
(m)
— X 100 =
L. I L— 2
�1W am M
Uft Kight
6 7 6 S 4 3 7 1 1 2 1 4$ 6 7 6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I 'f' b0" I Gn I
0 01000000 00000017 0 `�" I'
I
I
I I I
I
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance
Volume Overlap Corrected Deviation
No. from Center
Collected Adjustment Volume from Average'
(feet)
(inches) (inches) (inches) (inches)
Ll
L2
L3
L4
L5
L6
U
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
*Absolute value;
treat all values as positive.
Red cal —�
Left Right
Row of 8 7 6 5 4 3' 2 1 1 2 3/ s 6 7 8
collection 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
gauges
Gun
cal
Direction of travel
Wetted diameter At kart one wetted
(320 feet) --� diameter end of field
r)
8

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWO) . (910) 395 - 3900
EMERGENCY MANAGEMENT SERVICES (EMS) (910) 296 - 2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910) 296_-_2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910) 296 - 2120
COOPERATIVE EXTENSION SERVICE (CES) (910) 296^ 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
13_ Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible
action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2.
9
4
5.
C-J
7.
Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies. --
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offske damage.
a. Contractors Name: Mu!phy Family Farms
b. Contractors Address: P.O. Box 759, Rose Hill. NC 28458
c . Contractors Phone: [phone].
1
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: f910) 289 - 2111
Implement. procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Uquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{ } Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the posting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation
(-)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other Impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundments perimeter.
(Dry Systems)
Feeders Feed Spillage (} Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15.30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(.e. inspect for and remove or break up accumulated
solids as needed).
MIC -- November 11, 1996
10

Dry Manure handling A=mulations of animal (} Remove spillage on a routine basis (e.g. 7-10 day
systems wastes Interval during summer, 15-M days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
(} Inspect for and remove or break up accumulated wastes
in Alter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
IL-
/ (Landow er Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMiC -- November 11, 1996
11

{ ..
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor ' Site Specific Practices
Farmstead
Swine production
(-)Vegetative or wooded buffers:
(V)Recommended best management
prat ioe%
(,')Good judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(-)Slotted floors;
floors
(-")Waterers located over slotted floors;
(-')Feeders at high end of solid floors;
(-')Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
{✓)Fan maintenance;
exhaust fans
Dust
(✓)Effident air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers'
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled.
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
{ )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (V)Proper lagoon liquid capacity
Biological mixing (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)Irrigate on dry days with little or no wind
nozzles Wind draft (,')Minimum recommended operation pressure
(,')Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

4. 'i
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing white ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( ),Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets 'I )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( ),Secondary stack burners
Standing water
improper drainage
(*")Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (v)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule 1 BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, ESAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure ManagementPit Recharge —Lagoon TreatmentEBAE128-88NCSU-BAE
Swine Production Facility Manure ManagementUnderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-63NGSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurance)Program: NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor, a report from the Swine Odor Task Force
NCSU Agri Communication
Nuisance Concerns in Animal Manure Management Odors and Flies; PR0101,
Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
u.
(I_andawn Signafo ture}
13

r.r
MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
{ ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
{ } Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or�animal health. (Written approval of the State Veterinarian must be
attached)
14
MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
{ ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
{ } Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or�animal health. (Written approval of the State Veterinarian must be
attached)
14

-Operator:=====---==========---====--========>Jases Rouse(asbuil4)
Site Evaluation approved (yes or no)========>y
cf/lb
sows (farrow to finish):=========--=====---=>
1.00
sovs (farrow to feeder):======--========---=>
0.67
head (finishing only):______________________>
1200 1.00
sows (farrow to wean}:_______________ _______>
0.67
head (wean to feeder):______________________>
1.00
head (gilt development):=== ----------- ====--=>
1.00
head (boar/stud):-==-_______________________>
0.50
Ave. Live Weight for other operations(lbs.)=>
Treat. Vol. for other operations(cu ft/lb)==>
0.00
Approx. 5 yr accum. sludge storage(cu. ft.)=>
0 NO SLUDGE
Additional sludge stor. if desired(cu. ft.)=>
0 ALT-D
25 Year - 24 Hour Rainfall (in.)============>
7.5
Heavy Rain(in.)_____________________________>
0.8
Rainfall during storage period (in.)========>
54.2
Evaporation during storage period (in.)=====>
42.5
Drainage area of buildings & lots (sq. ft.)=>
9380.0
Surface area of connected waste facility(SF)>
Volume of excess fresh rater (gallons/day)==>
0.0
Temporary storage period (days)=============>
180
Additional temp. stor. vol. needed(cu. ft.)=>
Additional treat. volume needed (cu. ft.)===>
0
Freeboard(ft.):____________________________>
1.08
If emer. spillway insert depth of flow(ft.)=>
0.30 470
Side slopes (inside lagoon):===============>
3.0 : 1
Inside top length (ft.):==__________________>
343.5
Inside top width (ft.1:_____________________>
159.0
Top of dike elevation (ft.1:-===___=________>
49.10
Mottos of lagoon elevation (ft.1:====_______>
36.80
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:=============> 337177 cu. ft.
Actual design volume:==============> 397564 cu. ft.
T t i i d 1 d t v l => 0
ft
RFC
wAzRQU4. / V D
h'041 D0'Y'Sc'
. o Pftung
o a requ re s u ge s orage o .cu.
Sludge storage based on trial elev=> -1780 cu. ft. S1"d36 &1-0,va fNOT CCA `
Top elev. of sludge by trial and error======> 0.00 -36.80 Y
NOTE: Increase the min. req. stop pumping el.
when necessary to maintain a min. 4 ft. liquid treatment
Stop pumping el. (> or = to 0.00 ft.SHWT)> 43.90 ft.
(> or = to 42.80 ft. min. } 1 43.90
!(in.Required treatment volume: 162000 cu. ft. '
Vol. at stop pump el. above sludge: 222893 cu. ft.
Start pumping elev.:=_______________________> 47.00 ft.
Volume at start pumping elevation: 357886 cu. ft.
Act. vol. less 25yr. and heavy rain: 357566 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to he pumped:====> 135179 cu. ft.
Actual volume to be pumped:==> 136773 cu. ft.

1
�agooN lesiqN
fOR .
ScLmes B. 'Rouse
185g L:tdde» Road
SQve % SPr+n9s, NC, M'M
11'l" VW \- LAFf�w
1 ZOO Fe e1
9
t
RQ �r�
S�C77ON-_-
lAPR 16 2000
9 --
35 ° o' 15" �-
V " SzI oo11

A
Unipd Natural Resources Co rvation Service
P.O. Box 277
epgrtment of Kenansville NC 28349
Agriculture 91Ci3 -2120
Operator: Tam pj iq o err, _
Please review the attached plan and specifications carefully. Retain this plan for your
use and records. It is strongly recommended that you, your contractor, and The Natural
Resources Conservation Service personnel are in agreement as to how the waste lagoon is
to be constructed. The Natural Resources Conservation Service personnel will meet with
all concerned parties and walk over the site to explain all flags and markings. It is
important that everyone understand what is expected so that fmal construction meets
plans and specification and the job can be certified for payment (if cost -sharing is
involved).
The pad dimensions and grades are the best estimate. The BUELDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The Natural
Resource Conservation Service personnel will assist in a limited capacity, as its major
concern is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from the estimates.
The design will attempt to balance cuts and fills as close as possible. If additional
material is required after construction is complete on the'lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
NOTE: Design Requirement: 3k5'Sy cu.ft. = j�21_ cu.yds.
Estimate of Excavation: 41,E 33f cu.ft. = 1.56 D -5' cu.yds.
Estimate off'& Dike: 1313 I D_ _cu.ft. = 1+P4 cu.yds.
3� . ,7, :_ 1 • a_Ration
Job Class IM
Date
Design By I3 Qr �r
Name
Design Approval
Date
ame
The Natural Rewoureet Conservation Service, formerly the Soil Couaervation Service, is an agency of the Departmeut of AgricWture.
AN EQUAL OPPORTUNITY EMPLOYER

-Operator:===__________________________ ______>JRouse(DiheFill)
County:====_________________________________>
Dist.to nearest residence (other than owner):
ft.
sows (farrow to
sows (farrow to feeder):====================>
head (finishing
sows (farrow to wean):================ ======>
head (wean to feeder):=================--===>
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (sin. 1 cu. ft./lb.)=======>
0.0
25 Year - 24 Hour Rainfall (in.)============>
8.0
Rainfall in excess of evaporation (in.)=====>
0.9
Drainage area of buildings b lots (sq. ft.)=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days)=============>
0
Freeboard
Side slopes (inside lagoon):================>
0.8 1
Inside top length (ft.):==__________________>
39.8
Inside top width tft.):_____________________>
1122.3
Top of dike elevation (ft.):________________>
49.2
Bottom of lagoon elevation (ft.):====_=____=>
46.2
Seasonal high water tahle(SHWT) elev.(ft.):=>
Total required volume:=============> 0
cu. ft.
Actual design volume:==============> 101097
cu. ft.
J
pl oorl x 1. 3 % 13) 31D
V6yC.-IdI of; kc -4; 11

Operator:Jases Rouse County:
Duplin
Date:
11-20-97
Has the site evaluation been completed & approved:
8.0
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x-- 1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x 522
lbs. -
0
lbs
1200 head (finishing only)
x 135
lbs. =
162880
The
0 soma (farrow to wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 36
lbs. -
0
The
0 head (gilt development)
x 158
lbs. =
0
lbs
0 head (boar/stud)
x 400
lbs. _
0
lbs
Describe other
0
lbs
Total Average Live Weight =
162M
lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1620M cubic ft
(includes
0 cu. ft.
add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length)(feet)---------------------
155.9
Inside top width (feet)----------------------
350.9
Top of dike elevation (feet)-----------------
49.29
Bottom of lagoon: elevation (feet)------------
37.20
Freeboard (feet)-----------------------------
1.00
Emergency spillway depth of flov(feet)-------
0.30
Side slopes (inside lagoon)------------------
3.0 : 1
Total design volume using prismoidal formula
SS/END) SS/END 2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 147.2
342.2 10.70
AREA OF TOP
LENGTH * WIDTH
147.2 342.2
58372
(AREA
OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
83.8 278.9
23074
(AREA
OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
115.1 310.1
142776
(AREA
OF MIDSECTION * 4)
CU. FT. _ [AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
50372
142770
23874 1.78
s.,+st nea�.,..�
tt..t..� •..s{ratite --anarZoCZ r» X-r

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Vidth ) + Surface area of connecting waste facility
155.0 350.9 0.0
54250.0 square feet
Buildings (roof and lot water) or impervious area
9388.0 square feet Describe this area.
TOTAL DA 63638.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces A urine production in gal./day per 135 lb. ALV 1.37
Volume = 1620M lbs. ALV/135 lbs. ALV * 1.37 gal/day 180 days
Volume = 295920 gals. or 39561.5 cubic feet
5B. Volume of excess water
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 8.9 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 42.5 inches
180 days rainfall = 54.2 inches
Volume = 54.2 in * DA / 12 in. per ft. = 287396 cubic feet runoff
Volume = 42.5 in * lagoon DA/12 in./ft = 192135 cubic feet evap.
Volume = 95260 cubic feet

SD. Volume of 25 year 24 hour storm 7.5 in..
Volume of *Heavy Rain' 9.0 in.
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 39769 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B. 6 cubic feet
5C. 95260 cubic feet
5D. 39769 cubic feet
5E. 8 cubic feet
TOTAL 174598 cubic feet
6. SURMARY
Temporary storage period====================> 188 days
Rainfall during wettest period of storage===> 54.2 inches
Evaporation during storage period===========> 42.5 inches
25 year - 24 hour rainfall==================> 7.5 inches
Heavy 8.0 inches
1.09 feet
Side elopes==_______________________________> 3.8 . 1
Inside top length===========================> 155.0 feet
Inside top width====_______________________> 350.0 feet
Emergency spillway elevation(if planned)====> 47.90 feet
Top of dike elevation=======================> 49.20 feet
Bottom of lagoon elevation==================> 37.29 feet
Top of sludge elevation=====================> 0.09 feet
Total required volume_______________________> 336590 cu. ft.
Actual design volume________________________> 385595 cu. ft.
Seasonal high watertable elevation (SITYT)===> 43.90 feet
Stop pumping elev.__________________________> 43.90 feet
Must be > or = to the SHUT elev.==========> 43.90 feet
Must be > or = to min. req. treatment el.=> 43.20 feet
Min. Required treatment volume==============> 1620 M cu. ft.
Volume at atop pumping elevation============> 184221 cu. ft.
Start pumping elev._________________________> 47.00 feet
Must be at bottom of F.B. a 25 yr. rainfall 6 heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 345816 cu. ft.
Volume at start pumping elevation===========> 341431 cu. ft.
Required volume to be pumped============-===> 134822 cu. ft.
Actual volume planned to be pumped==========> 134619 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: Q ,�Q��^ APPROVED BY: •�
a ,.T-
DATE: �I -a-i - �j`� DATE:
•

SHEET 1 OF 2
OPERATION AND HAINTEBANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
188 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh rater added to the system.
The designed temporary storage consists of 188 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should he
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial , filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.88 as marked by permanent marker. Stop.pump-
out when the fluid level reaches elevation 43.98 . This temporary
storage less 25 yr and heavy rain contains 134616 cubic feet or
1866883 gallons.

4. The recommended maximum amount to apply per irrigation and
recommended maximum application. rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Seep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or 'jug' holes develop.
S. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental )Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. Vhen these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

1•i r�i. . 4 -
SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF BASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall he thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shorn on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
rill be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall he compacted with a *sheepsfoot*
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 18 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Lax. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike. -
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.0 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a MRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. hater
shall be added to borrow as necessary to Insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum rater content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum AST!( D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is -the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy.dissipator(rocks)
or using flexible outlets an waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Codstruction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shorn on a typical crass section in the plans. The final depth of the
cutoff trench -shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation_as soon as possible after construe—
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during.the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of iS feet.beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the'lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a.clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with MRCS South National Technical Center (SHTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to,
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

C
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEP_TEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUKE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWTANG:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
202.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA; IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

I.
OH -IRK 2/15/88
PLANNED
QUANTITY CALCULATIONS
prepared for
James Rouse
US Department of Agriculture
Soil Conservation Service
in
Duplin County, North Carolina
Designer : BMH Checker
Date _ : 11/20/97 Date
Lagoon
W/Liner
Overcut
I
++ EXCAVATION ++ I
*+ FILL ++
Bat
Left
Bight
Off-CL
I CL
Dist I
Area
Volume I
Area
Volume
Width
SS
SS
(ft)
I Sta
(ft) I
(SgFt)
(Cu.Yds) I
(SgFt)
(Cu.Yds)
82
3:1
3:1
59.2
I
1 43+.8
1
1
2124.4
I
1
0.0
1
56 1
4233.4 1
0.0
82
3:1
3:1
59.2
1 1+09
1
1943.2
1
0.8
1)
25 1
6877.9 1
0.0
82
3:1
3:1
59.2
1 1+25
1
2041.0
1
0.0
1
15 1
6946.8 1
0.8
82
3:1
3:1
59.2
1 1+43
1
1086.9
1
2.9
1
60 l
9382.8 1
5.6
82
3:1
3:1
59.2
1 2+80
1
1105.6
1
1.4
1
100 1
13130.3 1
24.1
82
3:1
3:1
59.2
1 3*00
1
918.1
1
8.6
1
38 1
14427.6
1
35.6
82
3:1
3:1
59.2
1 3+38
1
925.4
1 7.7
1
36 1
15665.4
1
45.7
82
3:1
3:1
59.2
1 373+.5
1
866.2
1 7.7

ti
OH -IRK 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
James Rouse
US Department of Agriculture
Soil Conservation Service
in
Duplin County, North Carolina
Designer : BYH Checker
Date : 11/20/97 Date
f
ftrettt�rtartt�r�r�###f:s��x�#•t♦fff*♦e�t*�*t•et**t#*�*�rttsft:t:*�#e#*�:*motet•:�:�
Lagoon Profile(Overcut/Liner)
TEMPLATE DATA:
Beginning Elevation = 35.4
Beginning Station = 0+00
0*08 to 0+90 c\3c1281.6/3 0.00e08 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
J
ORIGINAL DATA:
8.0 / 52.8 100.0 / 50.5 125.0 / 52.8 115.0 / 52.8 107.0 / 50.5
150.0 / 40.1 385.0 / 51.1 360.0 / 48.1 395.0 / 51.1 440.0 / 46.9
405_ 0 / 46.9

OS-IRN 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
James Rouse
in
Duplin County, Borth Carolina
Designer : BWH Checker
Date : 11/20/97 Date
•rr+r�:tftt*:t�tt�**�#t�w�wff:tffferttfttfoft�r�rtr*eft�ttfr:*�*�*#ttt�;+*�tt#t:
Lagoon if/Liner Overcut
TEMPLATE DATA:
Beginning Elevation = 35.4
Beginning Station = 43+.8
43+.8 to 373+.5 c\3c181.6/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 43+.8
J
ORIGINAL DATA:
9.0 / 51.0 27.0 / 51.0 100.0 / 51.7 185.0 / 52.4 200.0 / 52.4
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 50.9 27.0 / 50.5 100.0 / 50.4 200.0 / 51.4
SECTION NUMBER 3
Centerline Station
1+25
ORIGINAL DATA:
8.0 / 50.9 27.0
/ 51.1 93.0 / 52.6 109.0 / 50.4 200.0 / 51.2
20.0 / 51.1 17.0
/ 50.9
SECTION HUMBER 4
Centerline Station
1+40
ORIGINAL DATA:
0.0 / 50.9 17.0
/ 58.9 20.0 / 51.5 27.0 / 51.5 42.0 / 40.1
125.0 / 52.8 110.0
/ 40.1 130.0 / 52.8 137.0 / 49.5 200.0 / 51.0

C'
Lagoon W/Liner Overcut (continued) 11/20/97
SECTION NUMBER 5
Centerline Station 2+00
ORIGINAL DATA:
0.0/ 51.6 25.0/ 51.6 17.0/ 51.6
125.9 / 52.8 116.0 / 40.1 135.0 / 52.8
SECTION NUMBER 6
Centerline Station 3+00
ORIGINAL DATA:
9.9 / 50.2 25.0 / 50.2 15.0 / 50.2
125.0 / 50.5 115.8 / 40.1 135.0 / 50.5
144.0 / 48.4
page 2
11.0 / 51.6 40.0 / 41.1
145.0 / 49.5 200.0- / 49.5
9.0 / 50.2 40.0 / 40.1
200.8 / 48.4 245.0 / 48.9
SECTION NUMBER 7
Centerline Station 3+38
ORIGINAL DATA:
8.0/ 51.5 25.8/ 51.5 40.9/ 40.1 15.0/ 51.5 9.0/ 51.5
125.9 1 50.0 135.0 / 50.0 115.0 / 40.1 142.0 / 48.4 200.0 / 47.9
SECTION NUMBER 8
Centerline Station 376+.5
ORIGINAL DATA:
0.0 / 51.5 25.0 / 51.5 40.0 / 40.1 15.0 / 51.5 8.0 / 51.5
125.9 / 49.5 115.0 / 40.1 135.0 / 49.5 144.0 / 46.9 200.0 / 46.9

—Operator: --=—========—====================-=) JRouse (Liner)
Dist.to nearest residence (other than owner): ft.
sows (farrow to f i n i s h) .======--============ )
sows (farrow to f e ed a r) :======---==== ==----=>
head (finishing only).—========--====--=====)
sows ( farrow to
head (wean to feeder):===----======--=======)
Ave. Live Weight for other operations(lbs.)=)
Storage volume for sludge accum. (cu. ft.):=)
Treatment Volume (mini. 1 cu. ft. /lb.)=======) 0.0
25 Year — 24 Hour Rainfall
Rainfall in excess of evaporation (in.)=====) 0.0
Drainage area of buildings & lots (sq. ft.)=)
Volume of wash water (gallons/day)==========)
Temporary storage period (days)=============> 0
Freeboard(ft.}:____________________________)
Side slopes (inside lagoon).________________) 3.0 1
Inside top -length 157.6
Inside top width (ft.)._____________________) 357.E
Top of dine elevation ift.) ;__=__=_____--____) 49.2
Bottom of lagoon elevation ift.):====____=__) 35.4
Seasonal )high water table(SHWT) elev. (ft.) :=)
Total required volume:=============) 0 cu. ft.
Actual design volume:==============) 514930 cu. ft.
Stop pumping el. 0 or = to 0.0 ft.SHWT)) ft.
—Operator:=----==--=---===== === ===-======--===) JRouse (Liner)
county:----______---------------------------)
Dist.to nearest residence (other than owner):
ft.
sows (farrow to finish):====================)
sows (farrow to feeder+) :====================)
head (finishing only).=---------------------)
sows (farrow to
head (wean to feeder):==-----===--=======--=)
Ave. Live Weight for other operations(lbs.)=)
Storage volume for sludge accum. (cu. ft.).=>
Treatment Volume (min. 1 cu. ft. /lb.)=======)
0.0
25 Year — 24 Hour Rainfall (in.)============)
Rainfall in excess of evaporation (in.)=====)
0.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days)=============>
0
Freeboard(ft.).=---------------------------)
Side slopes (inside lagoon):===_=
3.0 1
Inside top length (ft.):_________----------- >
150.0
Inside top width (ft.) :__________________ =__)
350.0
Top of dike elevation (ft.):==______________>
49.2
Bottom of lagoon elevation {ft.):==______=__>
37.2
Seasonal high water table(SHWT) elev. (ft.) :=)
Total required volume:=============> 0 cu.
ft.
Actual design v o l u m e:==== == ========> 434736 cu.
ft.
Stop pumping el. () or = to 0.0 ft. SHWT) )
ft.
S'! 4-qJ0 - 43413b
3 F6 Yc.-Ydj
CI41'Li*ntr

-Operator:=--=====------====----===---======>JRouse(Sludge£st)
County:=___________________________________>Duplin
Dist.to nearest residence (other than owner): ft.
sows (farrow to finish): -----======----====>
sows (farrow to feeder):=================--=>
head (finishing
sows (farrow to
head (wean to feeder): ------==---====--=--=>
Ave. Live Veight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)=======> 0.0
25 Year - 24 Hour Rainfall
Rainfall in excess of evaporation (in.)=====> 0.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of rash rater (gallons/day)==========>
Temporary storage period (days)=============> 0
Freeboard
Side slopes (inside lagoon):------=--------=> 1.5 1
Inside top length [ft.):=___________________> 188.9
Inside top width (ft»1:=-==-----------------> 85.0
Top of dike elevation (ft.):==____________=_> 47.1
Bottom of lagoon elevation (ft.):==_________> 40.1
Seasonal high water table(SH:T) elev.(ft.):=>
Total required volume:=============> a cu. ft.
Actual design volume:==============> 92824 cu. ft.

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. United States ,
Department of
Agriculture
TELEPHONE
Natwiral
Resotuces
Conservation
Service
WASTE MANAGEMENT FAcn= SrrE EVALUATION
•1A�-`nitr•T.
SIZE OPERATION 1200 F.IF _
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER IS W FT_
DISTANCE FROM NEAREST PUBLIC FACILITY (school, chum etc) _ aQOD 4- FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN?
YES _ NO �C _
If yes, MRCS cannot provide assistance.
l
IS SIZE AT LEAST 100 FT. FROM A "SLUE LINE" PERENNIAL STREAM?
YES NO
If no, site must be relocated
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF AMUNICIPALITY7
YES _ NO
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UIIL MESS IN CONSTRUCTION AREA?
YES NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
WETL UNDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ NO
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified
Wetland Determinatioo/Delineatlan�
N"PA-17
REV. 1, 2-96
WILL ACTION RESULT IN SWAM11BUSTING7 YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSMaX Y OF THE PRODUCER TO CONTACT THE US CORD OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMIT'S ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADI?
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, NRCS will provide assistance only if the functions and values lost are fully
mitigated For natural wetlands greater than one acre in size, MRCS will provide assistance only after a .
rigorous sequencing process to include avoidance. minimization of impacts, and compensatory mitigation is
tamed out in that order of preference
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.:
• PREDOMINANT WIND DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST Ir2 YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES NO
OF WASTE7 ='

•'wrr.^. _nr f.Y;:�n!'!es, s :. A. � � ��`x:'s-- !�s-r r x� �?i� - y-� L �,,"Nt3. Fs � ; vs ;i-.�i-.�`�'n=;
oc S. r •r j - M-• i , r XF _
`ry? -M f¢C �1!
'4,1�i.
NC 17
- e2
"Pag
- _ -
OTE= ENVIROfCAIWAL FACTORS
IS ENDANGERED ANI ORiI1RFATENED SPECIES HABITAT PRESENT? YES _ NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED 114 THE PLANN010 AREA OR
WILL PLANNED ACTIONS neALIT ON AN ADJACENT NATURAL SCENIC AREA7 YES — NO '
IS AN ARCHAEOLOGICAL OR H 11ORICAL SITE LOCATED IN THE PLANNED AREA?. YES— NO
ARE THERE PRAi>; UNIQUE.
STATE Ott LOCALLY IMPORTANT FARDa.ANDS IN THE YES N
OPERATING UNIT?
WILL THE ACTION RESULT IN SODBUSTTNG7 YES , NO CL
If the answer to any of the above is yes, MRCS will not provide technical
assistance unless agency_po_qcy is followed.
WASTE MANAGEN[ENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES NO —X
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES X NO _
IF LAND IS NOT OWNED BY PRODUCER CAN PRODUCER GET AGREEMENT ON LAND YES NO
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
IF SOIL 110=GATION
SHEET ATPACEMI)
IS SOIL SUITABLE FOR LAGOON?
IS A LINER REQUQtED?
TYPE OF LINER TO BE USED:
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAMABLE ON
SITE?
1
LF CLAY IS NOT AVAILABLE E ON SIT-E, DOES LANDOWNER HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
(If yes, the must be removed or plugged)
YES
NO
YES
NO
CLAY K
BENTONITE SYNTHETIC
YES
NO
YES NO
YES NO
YES NO
SITE APPROVED YES NO _ CONDITIONAL_)`
COM RENTS C jQf,rf46.I ti / o. C Cl
7- ' - I -J., 0.Y-e r • a (
a!L tL OA n 1 ! .a 2r' .
THIS SITE INVESTIGATION I VALID FORTWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, ANEW SITE INVESTIGATION WILL BE REQUIRED. Y
SIGNATURE DATE
11 Changes in the local or state law or changes in the staadard could rcctuire a new site investigation.

Department of A ri ur NC-ENG-34 .
. U., S. Dep g cul t e
Soil Conservation Service'''' =_ = September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR -DAMS r
Landowner ,�arv,cr 120,,, -- ; - County p,; J
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 1 2.C, Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 11-lo - q r�
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use _ Improvements : Above :Floodwater=Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft..
1
2 .
3 _
Describe potential f8r loss of life and damage to existing or probable future downstream
improvements from a sudden breach
1 to 0- ra m 0C•_V_6co:c!eh gDo' F::�6SR 1534
Hazard Classification of Dam (9, b, c) (see NEM-Part 520.21)
Dam Classification 0, II, 111, IV, V)
By
n
title
Concurred By a4 W 0 Ci
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date - tf ~ q
Date % I - 2lv --f1 "2

naINNAL FLOOD INSURANCE PROGRAM
:Fig
-FLOOD INSURANCE RATE MAP
DUPLIN COUNTY,
NORTH CAROLINA
(UNINCORPORATED AREAS)
�IIIIIII PANEL 50 OF 275 I 61.�
PANEL LOCATION
iIIIII� C0MMUNITI'•PANEL NUMBER
370083 0050 B
EFFECTIVE DATE:
JULY 4, 1989
Federal Emergency Management Agency
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UCULTURE
SCS-ENC—SM U. S. DEpARTMENT OF
Rev.
, "r
solulftESTIGAtION-TO-DETERMINE-SU[TAB TY;OF-PR0P0sED-P0NQ'$ll
WATERSHED AREA MEASIMEK&f�'
CROPLAND— ACRES PASTURE —,'ACRES
WOODLAND —ACRES TOTAL ACRES,m
SKETCH OF PROPOSED'POND SHOWING WHERJS BORINGS VIERE MADE (ApproiL wAle feit)
Locate reference point n center line of da m and Identify an skeeck
m
MMMMMI
OEM
mmmmmmmmmmm■■■■■■■■■■■■■■■■■■■■■■■■■■
MESMERIZES
BORINGS MADE BY (l 142-A)A SIGNATURE & T=