090206_CORRESPONDENCE_20171231

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,. �Divisionof Soil and WWater Conservation Operation Review
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; L, Division of Soil and Water Conservation :Compliance Inspection
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ivision of Water t7"4y „Comlpliance Inspection
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Routine O Complaint Q Follow-up of DWQ inspection 0 Follow -Lip of DSWC review Q Other
Facility Number Date of Inspection Time of InspectionEM24 hr. (hh:mm)
Permitted [3 Certified C] Conditionally Certified r3 Registered Not O erational I Date Last Operated:
Farm ...4 f.7 It-.D.. County .....791,G,�i..--.........................................
Owner Name:.. �..!'I 1.� �..........I t.......�. ....... / W� 5........................ Phone No:.......... Z .L..... �... f............................................,
Facility Contact: .......6N�.. Q"-...................... Title:�.............. ............. ......... ............
-Mailing Address: ........ !.............................................. .............2Q..e..'.�l ...L."................. rL: ...... 0 ....... 4 .....0...
OnsiteRepresentative: ........................................................................................................... Integrator:......................................................................................
Certified Operator: ................................................... ............................................................. Operator Certification Number:..........................................
Location of Farm:
A,
................................................................ I...........................................................................................................................................................................................
Latitude Longitude
u 1it a,� API;• i r e� D@SI�Il �'Urr@nt i' r �', I Desl�Il �CUCCent
Swine 'fi f91I f .. Cae ag t Po ulation I Poultry ! ;Capacity,. Population Catfle Cap'ac'ity Population
❑ Wean to Feeder
Feeder to Finish
3 zv
El Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts,
❑ Boars
❑ Layer ❑ Dairy
❑ Non -Layer ❑ Non -Dairy
❑ Other
Tdtal Design Capacity
q Total SS
LW
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: El Lagoon [3 Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made?
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ)
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
2. Is there evidence of past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge?
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway
Structure I
Identifier:
Freeboard (inches): ..................................
Structure 2 Structure 3 Structure 4
.... ....... ................. .................................... ..... ....................... I
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Structure 5 Structure 6
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion, ❑ Yes ❑ No
seepage, etc.)
3123/99 Continued on back

Facility Number: — 06 Date of Inspection
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN
12. Crop type
[-]Yes
❑ No
[]Yes
❑ No
[:]Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ❑ No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes ❑ No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? ❑ Yes ❑ No
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Required Records & Documents
17. Fail to have Certificate of Coverage & General Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(iel WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (iel irrigation, freeboard, waste analysis & soil sample reports)
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
24. Does facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
....Qlaiicjn�s:oi� d�f ciencie were toter ii>4rring }s;vasat; Yoir ;wii� �ec�iye �tti fu h . •' . ;
:. corresDOTI fence: ab6 if this visit.:: ................. . .........:::::: :
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ .Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
99

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Govemor Director Secretary
April 29, 2011
A. J. Linton
Rose Tract Finishing Farm Sites #4, 5, 6, 7, & 8
P.O. Box 1139
Wallace, NC 28466
Dear Mr. Linton:
RECEIVED
MAY 032011
DENR-FAYETTEVILLE REGIONAL MCC
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS090206
Bladen County
In accordance with your April 28, 2011 request for the rescission of the Swine Waste General
Permit issued to a proposed facility that was never built, Certificate of Coverage No.
AWS090206 is rescinded, effective immediately.
If, in the future, you wish again to operate an animal waste management system you must first
apply for and receive a new animal waste permit Certificate of Coverage. Operating an animal
waste management system without a valid animal waste permit Certificate of Coverage will
subject the responsible party to a civil penalty of up to $25,000 per day.
Please contact the Fayetteville Regional Office at [phone] if it would be helpful to
discuss this matter further.
Sincerely,
�v
'r Colleen H. Sullins
cc: Fayetteville Regional Office, Aquifer Protection Section
Bladen County Soil & Water Conservation District
Technical Assistance and Certification Unit
Fran McPherson, DWQ Budget Office
APS Central Files (Permit No. AWS090205)
AQUIFER PROTECTION SECTION
1636 Mall Service Center, Raleigh, North Carolina 27699-1636
Location:2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-1 FAX 2: 919-715-60481 Customer Service:1-877-623-6748
Internet: www.ncwaterouality,org
No rthCarolina
Ali Equal Qpportunily 1 Affirmative Action Empioyer

4,F1 h
RMENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins Dee Freeman
Governor Director R EC E I U Stary
May 16, 2011
A. J. Linton MAY 18 2011
Rose Tract Finishing Farm Sites #4, 5, 6, 7, & 8
P.O. Box 1139 DENR-FAYETTEVILLE REGIONAL OFFICE
Wallace, NC 28466
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS090206
Bladen County
Dear Mr. Linton:
In accordance with your May 9, 2011 request for the rescission of the Swine Waste General
Permit issued to a proposed facility that was never built, Certificate of Coverage No.
AWS090206 is rescinded, effective immediately.
If, in the future, you wish again to operate an animal waste management system you must first
apply for and receive a new animal waste permit Certificate of Coverage. Operating an animal
waste management system without a valid animal waste permit Certificate of Coverage will
subject the responsible party to a civil penalty of up to $25,000 per day.
Please contact the Fayetteville Regional Office at [phone] if it would be helpful to
discuss this matter further.
Sincerely,
_rW
Coleen H. Sullins
cc: Fayetteville Regional Office, Aquifer Protection Section
Bladen County Soil & Water Conservation District
Technical Assistance and Certification Unit
Fran McPherson, DWQ Budget Office
APS Central Files (Permit No. AWS090205)
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location, 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715a88; FAX 2: 919-715-60481 Customer Service: 1-877.623.6748
Internet; www.ncwatemualitv.ora
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer

W A r�RO
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 ^
Murphy -Brown, LLC '��'� 7 R";
�
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 856 ,
Warsaw, NC 28398
Subject: Certificate of Coverage No. AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Animal Waste Management System
Bladen County
Dear Murphy -Brown, LLC:
In accordance with your application received on 11-Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8, located in Bladen County, with
an animal capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 36720 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition I11.1.9 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please nay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: --n—atagualimm Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
Nii Carolina
�tura!!U
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l: [phone]
Fax 2: [phone]
Customer Service: [phone]

WA�Fq
P
7�
� —1
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill, NC 28458
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved far operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at httl2://h2o.enr.state.ne.us/Ms/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. -
Operation of your facility without coverage under a valid general permit would constitute a violation ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221. .
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 090206
Murphy Family Farms
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www,ncwatgAua1i1y.onz Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110°% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
NpV Caroina
�trrra�l
[phone]
[phone]
[phone]

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
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL ResouRcEs
December 30, 1999 RECEIVED
Murphy Family Farms 1'V 10 2000
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759 FAYMEVILLE
Rose Hill NC 28458 REG. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 9-206
Bladen County
Dear Murphy Family Farms:
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. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR1, 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
X 1-000-7
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Bladen County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 Telephone [phone] Fax [phone]
An Equal Opportunity Aftmative 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
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Murphy Family Farms
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
WAA
A4*021
wok m
NCDENR
NORTH CAROLINA,DEPARTMENT OF
Ar
ENVIRONc OURCES
filAh
1111 17 1998
FAY01VILE
BEG. OFFICE
Subject: Reissuance of Certificate of Coverage
No.AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Swine Waste Collection, Treatment, Storage and
Application System
Bladen County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on July 17, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Murphy Family Farms, 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 Rose Tract Finishing Farm Sites #4, 5, 6, 7,
and 8 Farm, located in Bladen County, with an animal capacity of no greater than 36720 Feeder to
Finish and the application to land as specified in the Certified Animal Waste Management Plan
(CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS090206 dated July 17, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility.. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition I1I.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition I11.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
PA. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Murphy Family Farms
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill NC 28458
Dear Farm Owner:
ID E N _ --
nr C ENED
Dt:^'ii1991
FAYi-' I TE"I'l.LLE
REG.1'JFacF_
Subject: Classification of Animal Waste Management Systems
Facility: Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Facility ID #: 09-206
County: Bladen
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
Joseph B, McMinn, Supervisor
Technical Assistance and Certification Unit
cd1AW OIC Designation
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.D. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%a recycled/ 10% post -consumer paper -

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor.
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
December 8, 1997 'FIE C E � X IF" E D
DEC 10 1997
R, ECL CIF Fi(";E:
Subject: Notice of Violation and Revocation for Nonpayment
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Permit Number: AWS090206
Bladen County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an
animal waste management system permit will be charged in each year of the term an annual permit fee. Annual
permit fees are billed following the issuance of the permit and then annually thereafter on the anniversary -of that
date. Your animal waste management system permit was issued on 7/17/97.
Your annual permit fee for the period of 7/17/97 - 7/16/98 is $200.00. Your payment was due
11/13/97. Because this fee was not fully paid within 30 days after being billed, this letter Initiates action to
revoke the subject permit, pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required
Annual Animal Waste Management System Permit fee for your animal operation is received within that time.
Operation of an animal waste management system without a valid permit is a violation of North Carolina General
Statute 143-215.1 and is subject to the assessment of a civil penalty of up to $10,000 per day. Your payment
should be sent to:
N.C. Department of Environment Health and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sin erely,
} `aw'Oreston o�iafd;"ir,;
cc: Supervisor, Non -Discharge Permitting Unit
Fayetteville Regional Office
Bladen County Health Department
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] PAX 919-733-9919
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

M�
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FAM ILY- FARMS
November 10, 1997
North Carolina Dept. of Environment, Health & Natural Resources
Division of Wu.ter Quality
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Kim H. Colson, P.E.
Re: Rose Tract Finishing Farm Sites 44, 5, 6, 7, and 8
COC No. AWS090206
Sampson County
Dear Mr. Colson:
I am writing to inform you that construction on the above referenced facility was started
before August 27, 1997. If you have any questions, please call me at [phone] ext.
4717.
Sincerely:
J. Neal Tucker, P.E.
Engineering Manager
cc: File
Fayetteville Regional Office - Water Quality Section
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERITIED MAL
RETURN RECEIPT REQUESTED
Murphy Family Farms
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
I LT15VA
4 0 a
"I A&
�EHNF1
October 17, 1997REC �--
ssS 4 +L
FAl'E'"'t`-111i..i
RM
Subject: Rose Tract Finishing Farm Sites
#4, 5, 6, 7, and 8
COC No. AWS090206
Bladen County
The subject facility was issued a Certificate of Coverage (COC) on 7/17/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application ,system in accordance
with General Permit No. AWG 100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean -
Water Responsibility Act. The Clean Water Responsibility -Act included several changes]to-the Swine
Farm Siting Act (Siting Act) including the requirement. that all set back distances 'be met for -any swine
lagoon or swine house for which gonstruction commences on or after the effective date of the -Clean -Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back -distances,-,
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to ..
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit, Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
Kim ` , S p �sor
Non -discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard,'Jr., P.E., Director
July 16, 1997
James Sauls Jr
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill NC 28458
Dear James Sauls Jr:
REC MM
Jlii._ 18 1997
FAYETTEU, LL7--
Subject: Certificate of Coverage No. AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6,
7, and 8
Swine Waste Collection, Treatment, Storage
and Application System
Bladen County
In accordance with your application received on June 13, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 09-206, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8, located in Bladen County, with
an animal capacity of no greater than 36,720 Feeder to Finish and the application to a minimum of 348
acres of land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's 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.
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.
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

'T•
State of North Carolina nffp �? "'A1 %
Department of Environment, Health and Natural Res
Division of Water Quality JA IQ97
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) FAYEyTEVILL2
CE
General Permit - Liquid Animal Waste Opera Dior n.S-FFj
This application Is for new or expanding facilities only. The design, portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the applications being accepted as complete.
Application Date: C/ -31-E -+
I. REQUIRED ITEMS CHECKLIST r
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item. ='-n
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part I1 (Certification of Design Items A-F). If the facility does not have Part U of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
n
1. Farm's namedcS'. Trac { F,nis% ', r�r, 5 i��S y S ►,� 25
ti
ARpjicants Initials-
co
2. Print Land Owner's nanae: r P )1 V FQ W.'� _�3 !z1 , r,. S
3. Mailing address:
City: OSe Ei i 1 state: A G 7jp:
Telephone Number:
4. County where farm is located:
5. Farm 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): J�­' R f od Me, p
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's I Integrator's name (if applicable; please circle which type is listed):
FORM: AWO-G-NE 3/21/97 Page 1 of 3

�,
III. OPERATION INFORMATION:
1. Farm No.: fa,ms_4-8_ (county number); (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
3y pe of Swine No. of Animals J= of Poultry No. of Animals Tyke of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 2G 0 Non -Layer OBeef
0 Farrow to Wean (# sow) 0Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farui: No. of AnimalsL
3. Acreage cleared and available for application: ;Required Acreage (as listed in the AWMP): 14 - -
4. Number of Lagoons: f ; Total Capacity: + + 05-5 340 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or t (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or(please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) P�l
or NO (please circle one)
What was the date that this facility's swine houses and lagoon were siled? �
What was the date that this facility's Iand application areas was shed? s/�- 1/2 ;
IV. APPLICANT'S CERTIFICATION:
I, mu AAA Atz-n S (Land Owner's name listed in question II.2), attest that
this application for (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts ofthis
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to/jne as incomp Fe.
r
Signature Date 6047/51;
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question II.6), attest,that this
application for (Farm.nwme listed in question H.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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bettie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
BbAen
Richmond
Cabarrus
Mecklenburg
Cumberland
Robeson
Catawba
Rowan
Harnett
Sampson
Cleveland
Stanly
Hoke
Scotland
Gaston
Union
Montgomery
iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3945
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: AWO-G-NE 3/21/97 Page 3 of 3

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0
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 9, 2003
Murphy Family Farms
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
Alan W. Klimek, P. E., Director
Division of Water Quality
Subject: Certificate of Coverage No. NCA209206
Rose Tract Finishing Farm Sites #4, 5, 6, 7,
and 8
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 13, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy Family Farms, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS090206 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8, located in BladenCounty,
with an animal capacity of no greater than an annual average of 36720 Feeder to Finish swine and the
application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If
this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the.General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in. either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record.keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this pennit. The Devices to Automatically Stop Irrigation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facilitv Annual Certification. Form must be comDleted and returned
to the Division of Water Quality by no later than March Ist of each year. AIM
Non-DIscharge Permitting Unit
1617 Mail Service Center, Raleigh, INC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
1
r
IMemet http:Nh2o.enr.state.nc.us/ndpu
Telephone [phone]. Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that ,the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
ide /—
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File NCA209206
Permit File AWS090206
NDPU Files

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number
n/C.1:Q 07 a o (- County
Year 200 3
Facility Name (as shown on Certificate of Coverage or Permit)
Operator in Charge for this Facility o Y. Certification # A/O ►, e
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES _� NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility I-nformation:
.1. Total number of application Fields ❑ or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP):
Total Useable Acres approved in the CAWW
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year
tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest _
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:
Part II: Facility Status:
MAR 0 1. 2404
. ROF
Np�� IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE ADESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DAT ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during ❑ Yes ❑ No
the past calendar year.
AFACF 3-14-03

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

Technical Specialist Certification
�[. As a te:hntcal specialist designated by the North Carolina Soil and water Conservation Commission pursuant to 15A
\CAC 6r .000-5. 1 certify that the anitnal waste utanase-me at system for the farm named above has an animal waste
manage -rent Tian that mr_:s or exceeds startdards and spe=itications of the Division of Eivironmental Management (Dl:K
as ipcc:tied in 1:.� NC.aC 21i.031i and the L'5p,�•�atural Rcsourccs Conservation Sen•ic: (\RCS} and/or the North
.Carolina Sat] and 'Fate: Conservation Commission pursuant to 15 NC.�C ?11.0_1 +and 15n `C.aC 6r .0001-.0005. Tne
foilowina tit-terts are included in the plan as applicable. While --z:h cate_oty designates a :tc rical specialist who =y
sign eac:i __.:iticadon (SD. Sl. WILT. RC. I). the tecanic^� specielist should orsi� certify pans far xhic!1 they are teciaicaily
comcetenl.
II. Cer•tif cation of Design
A) Collection. Storage. Treatment System
Check the appropriate box
xi�tin!z faci3it�� u'it aut ret oi"tt (SD or w7-7)
Storag_ volume is adequate for operation capacity: storage caoabiiity consistent with w•sst- utilizatiea
•- �///1ruUrhr//.
re^t]1rG�tC»LS. CAR Z,, ,
Nv.y. ex anded or retrofitted faciiit� (SD) :: ,:��> g5�Q'•. 9
3
Animal waste storage and treaunent struc ures. such as but not lir;,itec to coilec;ion s;:ste:.s la and pc;sr.
have be:. desianea to me-: or esc_Gd ire 2linimurn s;anr, arcs and r=c:;icat cos. 5E AL
i ;
n 17147 _
Name of Technical Specialist (Pnt):!< �'' �'� t 1����Qe_'•.Fn,,,._ :cQ�_.r
Affiliation:�ss��,�-�r� s
Address (Aeeac•
Sisnaiure:
I
No.: 914
S/r /Y
i/i/,It/i/111111/j ,
��o4�H CARP(/,y9
B) Land .�aniicntinn Site (INTP) Cie
The plan provides for'titinimum separations (buffers); ado quase amount of land for waste utiliaati�; c54(S§N
suitable for Waste mane-T menc hydraulic and nutrcat loading ;aces. iQ SEA` r�
Name of Technical Specialist (Please Pint
Affiliation: kin,�ey - Hot N
Address( eencv) G�''c�� gaiety
S i anature:
Q Runoff Control from F,tIe rfor o
Check the appropriate box
9
c.6,r r)-� f n t l ;zc- Q.
- 2�616`366c Phone
Facilitv without exterior lcts (SD or titi'i.-P or RC)
This facility does trot con(ain any ste:ior fats.
F•�c111ty u-ttll a\tz"i0r iQtS (RC)
Ili run off of :011utants from louncinr and hen , use _.zzs �zve -Cn des
�fe:hcds fo rrtinirnize = - -
=ds-'e'. :cued bV \RCS.
»:_crd:a.e •snit :e..nicai st:..zd' -
-
17147
•
``,�1111311�
,•`'_a�H CAR(
4ta•. _ t
?�- r1t�
of T-.,.hnicai Speci:tli5t :<<.
Aiilll�iiLn:, [ -
_ �C, nz cc54 PAIP1,41h PG2Z6':'6-�c�4 P"cr.:

D). Annlication and Handling Equipment
Check the appropriate box
❑ Exi_ tiny o .expand ingfacility wilt existing wrote application -equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New, expanded, or existingfacility wit out_ex sting waaLe appli_catiD equi ment 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).
2 New. expanded, or-jexistirya fgcility without existing waste application equipent,fot land
spreading not using spray inig dg_n, (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 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 tin*j+vfrr,,,��
applications. has been established; required buffers can be maintained; calibration and adjustment gy deD— f JWR04fi
'•,i
contained as part of the plan). �,��� .•••••••�. j� �,�
•,, OEESsto 9
C' ,4 r
Name of Technical Specialist (Please Print); t ro+ �� rr _ Cc Al '
Affiliation: hr, lL&�•;P rr/ •r :SCCtC. -F� 17147
Address(Agenc Phone No
d�: �* ..�...,. ��Q:��.•
Signature: '�<' ' ate: �(r! /9a �'�� ' T M Ai�1��.�•�
�ti�n+�►`�'
E) Q&r Control. Insect Control, Mortality Management and Emerge-=- etion Plan (SD.
WIM RC or ,,oilf„pfet"
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an `_ Wj`�,
Checklist. a Mortality Management Checidist and an Emergency Action Plan. Sources of both odbtit
have been evaluated with respect to this site and Best Management Practices to Minimize tdot�l�9.9
Management Practices to Control Insects have been selected and included in the waste managemet pl�tltl B the l S
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented9y, tliis fa t
Name of Technical Specialist (Please Print): , ���-- f • 17 47
�) 11
Affiliation: rn; �'� - r iOCN s �Sr^C( f 8''•. Y� N�-�:••'� 4
Address(Agency • D • r,< 3 ,Qa r � l�lc� 2�6i6-3C 6W Phone No.: )
Signature- /I� J _ _ Date: Klll l q
F} Written tice 'e��• or and' ,%vine arm
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 June 21,1996, when was It constructed or last expanded
1(we) certify that I (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 NCO 106-805. A copy of the noticd and a list of the property owners notified is
attached.
Name of Land ONv
Signature:e_.
Name of Mana`ae�p
Signature Date:
A«'C -- January 1,1997 3

United States Natural
Department cf Resourczs
Agriculture Cnnse vaticn
Sarvioe
i�+_as:� tif,�u`r.iGiltE.YT r 1C�1T� =,L z EvA.LUATj0,f
NC-CP,A- I i
ti.. ��.'.i�4•fVRTL�1a j1V1\ t+
v �l e T ra( r h.-M.. � � ccC.;T:O t�-
4 l
�vC j4oj �l Sty
LCCii3OtY Oa`Ta C eA--
0M-A, iC: R=serCZ NOT 0%-4 3Y ?RCM-Cza „(
0IS 7ANC= : RCN[ NT-ARES , ?U UC F aCMfr"' (=c-wL sr_ era) r ,
G�,,-�
IS Sl%:'.LTM—MN Lao-'fr mcco ?,--kcp - �O
If yes, ,MRCS ,!---nnot provide assistanr- --
L5 Sr1--- AT LEAST 100 FT.
If no, site must be relocucL
LS Si:s WT►MN 1 NM ?CNWG ILR.,=(C':.CN-CF y ` UNICC'AE.TY? SS CIO
If ,yes, landowner should consult with local :oning board about-cauir_ti
per=!is. Pt.nnits must be obmiaed grior:o desist.,n soproval.
AR` T ...;'ems "! Cnys,�l UC.-M ! AR-ck?
If yes, see ?art 03 of the :f2donal1. giaet-mg Manual lad fb lorl pout!.
(Copies of,asps or otherrefamuca materials may be attached to site
crsivadattl
VT6,6 .- .-fUZI
WILL SI-13 2WOLYE C•_:ALMO WCCD""M CS.L4Y `=C`lti"tcp VDY
r:.; vo
If ycs, praducar nstest camoIeteFast MRCS-C' :8 {Res{ue t ;or Ce::iiied `� '
Wetland Deurmiantlnn6iit[es*4
WILL AC-110, r a ..:L LN SWANEPELT: G?
7WE•'Ii A,MS ARy INA VOV/M. ITLS T.M.UZX III: f OF TIM PRC0UM To CaNTAC: � US AR..rf CC CF
LNG ulT RS A.W TIE 0r1WOri 0FZVMC;fi0*F7. L a4 NAGr'3SLNT ,0 D ►M mLXE IF?msan ARE IEQL m_c-D.
Iir WSY.WOS ARE CML?=. rAE ?RQGUC=L5 HCMD'NOT C.?. AX4Y LAND Ll,;TZ A',t1r,.L M 0g:.L1MX lON
IS MAD E.
MRCS *rill provide technical assistance in wetlands only under the (odav►ing conditias. For saran! �e:land
inclusions less than one acre in sac, YRCS Till provide sssistanc: only if the runc.4 m and values last are frilly
mitigs[ed. for saran! xaslands ;rester than one scar in size, MRCS will provide assistance oniv after a
rigorous sequencing process to include ayaidaocra minitoization of innpacu. and tompea,satory mutigacion is
car; Teal out in that order of oreferenc:.
CDOR Cti7,'C4- 10L -
irS OGCR CCY; YCL 3E i, DISC'SSGD Yiir.: °CCi:C:i:
• SO.°' ?.:i.�Ct�^.1G i_;Gi,0N .V—i ,! ::�H *.VA-.-'-T.. 70 .k .... '-5 ,.. 1 '

ANC-CPA-1
Rom•/. 1, 2-=8
Face 2
OT3EZ E.`tVIRONNlF-'fTAL. FACT ORS
IS 7--'MANGER—EDAM/OR SPEC.:.S'c A2r-. - -, ?pQS- a _ NO
ISADESiGNA1cD Y�i��2iAL SC``IIC acZY�L`CLL�EDLY �:?La.`tVG.aR.�aOR /
wIL' ?La,`tNED AC 10NS L1fP.aC' -ice kL SC ?
IS AN ARC--:tiEOLOGiCAL OR .-:IS'70R:C.;L. S,—, z l-CCA773- LV -HE ?'_* NEJ
.AR` 7-MRE ?MLE. L':.iQUL S;A`.' OR LCCALLY r%UlCR'=.2'4 !" `C v
O PEr�A i�tG LWM.
'WM-L 7HE AC'ICN RESULT LN SCDBL:ST-'.,G? v_c _ NO
If the answer to snv of the above is ves, MRCS will not provide :ecanir_i
assistsnca unless aQenei ooiit-,r is "bilowed.
WASir.1LL`fAGa-1mIfT -- -
DOES ?RCD(:Ct--R OWN ENOL:GH LADED TO ?RCPE-RL.': LAND .-.P?T_Y .ALL W.ar 'rg VO
LtiC:.L'DLYG SLMC-E. AL717GL:GH SUMCE' LAY ONLY BE A?'Ir 'J LYF3.EQLc ,, L-:?
IF NO, DOES ?FCC CZ-1 H VE ACC: -S TO %fCRE L-;.Y C? Y'a _ NO
:i LAND IS NOT OWNED BY ?RCDL:CZ.. C.k.Y ?RCDL:CER Gc' AG3 -':2A `+T ON LA:.'D
ON 'WV UC TO APP'_Y WAS, c?
(At'.seh Waste Utilization ?!an :o site evaivar'oa.)
SO EL D(VES',-LlGAiICN- VALID GNLY ,: SOIL L`f -S--C -L,0N
SHF-c AT -LAC=
IS SC IL SL i -L AEL FOR L�,GC Cat?
IS A =41:-3 REQL=- 7
i :?E OF L^fERTO BE USED:
IF CLAY i ::,N M IS TO BE USED, IS SL,Tl-ABLS CLyY AV ;II_ABLs CV
siin?
IF C'..AY is NOT AVArL�,B(, ON SI%. DOES-kyCCWr tR ?-vi'z
ACCr-SS TO COY?
IS A CC RE T:Z^fC3 R`QGDi D7
(A=ch soil inymdgarioa she--t to site eraivation.)
IS SL nSL-RF.aCr DRALY iZ
(If yea, file must be removed or piuggeu�
CC�L1,fE.�fiS
YZS "0
`ram -' INC /
CLaY_BEYfCVrrr, :1C
YES — aG
YES _. NO
YES _ NO
i eT1S Sri z 21V=,iiGA-nCN IS VALID FOR , 9E-T- JE' MCN-MS F ZCM T•nc DAi:, SFO%VN BELOW. IF CC;iSitC C:,CY
SLG;dA, --RE L/ O� K /� CA.
C"anzea in :.`;e lcci cr smie !csv or :. , _`.c _t : ld r:� .cuic e 1 i :ite :rc:;;_tien

Source Cstusc IIMPs tnAllnintize Odor Sile Specific Praclices
Fild of dlampipes at Agitalion during wastewa(er pf� Exlend discharge point of pines underuealls
lagooll conveyance lagoon liquid level
La�oou surGls cs • Volatile gas entissious; Prosser lagoon liquid capacity;
• lliological mixing; Correct lagoon slartup proce(kires;
• Agilaiinn n Minilnum surface area -to -volume ratio;
Minimum agilalinn when pumping;
n Mechanical aeration;
n Proven biological additives
Ili iga(iulk spfilll.lef 0 1li;;h pressure ngiialinrl; Tpk Irrigate on dry days will) little or nn winll;
uorrlc, Wind drift CI Mlslllmim recommended operating pressure;
n Pump intake [%Car lagnon li(lllid sllrfilce;
i_7 Paimp from secnn(l-slage lagoon
511u.13_c l.11d. 1u flash •
I'alllal nllcru111a1 (lCcunrpns111o11;
1.1
lloltonl fir n11111evel loall:ng;
1111:1Le .
Mixing While filling;
.-
1:7
•I•illlk CllVerS; -
•
Agitation when emptying
I_-!
Basin surface mats of solids;
n
Proved w0illgicill Iltwitives or oxiliams
SLIlli1% lla:.kll SIlliilct: •
Fartial mizrowal 1lCC(Illlpll5n1011;
1-1
uxwmt drilinpllle millets 1111derlicnill h(plltl --- — -
•
hllxillg wllile filling;
level;
•
Agitation wlken cnlriiying
ra
Remove sellle l solids regularly
M.111u1e, slulry l,r slullge •
Agilmiml when spreading;
n
Soil injection ofshlrry/sludges; Y - --
spleader oullels 0
Volatile gas emissions
n-
Wash residual manure from spreader after use;
n
['raven wologiclll 1 cmiaves or oxmi.is
1111covefed malllll.e. •
Volatile gas emissions whip:
0
Suil 111jectlon (Ifshel'ry/sllllices
slum or sludge: oil lidd
+frying
n5oil
incorporation dustbin 413 hrs.;
sill laic5
171 Spread in (hill noifilrns layers tilt rapid drying:
fl I'roveu hiolol;icnl adlliiives or oxillinNs
i1kci111 allilnals 0 Carcass deconlposilion Draper dispnsiiian of cilrcilsses
head auilnal . Carcass decomposition n Cnnllllcle covering fir Carcasses in burial pits;
hits n- Proper Iocationlconsimclion ofdisposal flits
lul:ivaaluls • Incomplete colsibuslioll n secomi try slat,; burners
l luvcoibel' 11. 1996, I agc,I

Swine `arm Waste Management 00or Control Cheddist
('cruse
1111I1's to a ooze 1 ul-------------
�;nurre
- —
;wine pnulucliol►
vegelillive or wooded butlers;
f.uuule,ld
n
IICCOII1111L'11ded hest 1llllllill;elllelll pri1C11CCS;
pq
Good Jlldl;lllent and Common Sellse
Aniul,ll hu,ly sulfate,
I)irly Manure-covcrccl animals
Dry Iloors
Wel n►anule covered flours
Slolled IluorS',
I Illlu Sul l.11 e;
Waterers lociled over slowed floors;
n
Fceders al high end of solid floors;
n
Scrape manure b►►ildull from floors;
n
lh►dellluor venlilalinn fur drying ------------- _ _-____-- -_---
- - - -
-.
I lelluenl manrlre Ielooval by 11wh, pil lechall e,
hl,uuu� Illl. �li�ln pit.
Mine;
• I',utial microbial deconlpusiliun
or scrape;
n
I lnderlloor ventilation
- ---
Velll il.11 it 111 C\1GII U1 l.11li
-- Vnlalile gases.,
•
Fan ulalnlenance;
Dklsl
1?1lieimrl air movenwnl --- ----- --- _ ---
— -
Dllsl
k
washilown hClweell 1!1oops of animals;
Iu,luul 51111,111:�
n
Deed addilives;
n
Feeder 1:om s-,
Feed delivery downspout exlemlcls 11) feeder
covers --- ---------------------
Agilmion of recycled lagoon
n
I hlsh lank covets;
li1111id while links are filling
n
Exlend till lines Ir► near Ilolloln ol•lanls with
:Illli-Siphon Vents — - - -
------
I
Al;ilalion during \vnslelvalCr
n
I loderfloor (lush with nndc111001 venlilnuuu
Conveyance
Agitation of recycled lagoon
I:xlend rechlul;c lines lu near huuunl ill pils
liquid while Ails are filling
wish anti -Siphon venls
Lill s.wlillus ------
- Agilation during sump Illnk
n
stomp lank covers
Illlllg :Intl dra\vllo%vll
—_ --------
( ►ul.ille dlilin c1111ec►iuu
ALilation during wastewaler
n
IL►x civets
UI (11111.I1U11 boxes
Collveyallce
P.�IcII' Iluvcnlher1I,1006,I'al;e

S11111cu - Cause IMPS 101ti11111111rice (ldnr Site S tccific Pracliccs
Standing walt:r artnuttl & Improper drainage; Grade anti landscape such flim water drains
lat;ilniC!. • Microbial ticcomposilion of away front Iucililics .
organic matter
hl.tnnre 11adet1 onto Poorly nt:;intained access roads Farm access road mainIC16111ce
Inthllt: 111.116 liutn Boot
.tCCeSS
Addilimial Infttrmatlon :
Swine Klaimrc Management ; 02M I1ult:111MP Packet
Swine Protluctinu Farm I'mential Otlor Sources anti Remedies ; FI1AH Fact Shea
Swine 11uoluetiutt Facility Manure Manugcomil: Pit Recharge - Lagoon Trealment ; FRAE 128-88
Swine l'rtstluctiuu Facility MatmW ManUgC1nent: Unticrlioor 1'hts11 - Lttgt)on'1'rcaln1C1%I ; ERAF 129-88
1 agnail lksign anti hlaitagcrncut for Livestock Manure Treatment and Storage ; FIIAF 103-113
Callbr.ninu of Mamirc and Waswwaler Applicullon Equipment ; IIIAF Pact Sheet
l't,tttrullinu flt6us Done Swint: Buildings; 1411-33
leovlrtoinwnwl Aasttraocc I'rouruttt ; NI'11C Mantud
Oplitms Ittr hl:umuinli Odor ; u report from iho Swine Odor Tusk Forcc
l'loiSctnce f:onCertlS in Artin►itl Manure Management: Odors anti Hies ; PRO. 107. 1995 Cnnfereme Proceedings
Available From :
NCSI I, Courtly Exteusinn Centcr
NCS11 - IIAI:
NCNII - 11A1:
NCS1I - IIA1:
NCSI I - IIAE
NCSI l - BAI?
W,%I I --swine Eh;lcnsinn
NC Polk Ptudueers Assoc
NCSI] Agri Co mtumleutinns
1=1411ida f'onpertlive I.Xicnsinn
A101 tt' - I Iiwcuthcr It. 11.146. Page 5

Insect Control Checklist for Animal Operations
11111Ps (ll Collivill hiscCls Salt: Sloeville' lel'isl•livel, - -
-- - --- - - - - -- Liyrlitl Systeuts --- ------------._--______
i=lelal i Rullcts --- Accumulation of solids 1'111511 SySl4'111 IS llcslUllull and operated
sisfliciemly In remove accu11111L lclt solids hom
gullers its licslguell.
64� Itentnve bridging of accuullllalell solids ;tt
discharge
I al;ulal.:11111 1011a Crustal Solids Maintain lagoons, Settling Intsins clod pits Miele:
pest breeding is apparent its minind7c the
crustillt; ot-sulills In a elepth of no more Illao 6 -
l{ llil.'heS qVl.'( llt/11'c: lh:u) J(1';6. of slrl'tilce.
1 �lu�\111
• I)e:eaying vcgcl:llinsl Maintain vegetative: control almig hanks of
laum ms and usher iu)immulmeots to prevent
acclllntilatiott of decaying vegetative nuttier
chant; Miller'S edge 4111 inlpmtudincia's perimeter.
Drry_Syslculs
• Fued Spillage 1)e sigo. 1111er:liv illld illainlinll I1:eal Sy511:1115 (e.g..
bunkers itnd lrnuUlls) m minimize the
accumillillmll of decaying Wastage.
I�( Clean up spillage nil it routine basis (e.g., 7 - 10
slay inlul-val dal ing sumoler; 15-31) day iulel Val
during wilue:rl.
• Accum
its ell Iced residues Itetbacc moisture accrll mliltlon Mldllll anal
around imillelli:lie pus-imele:r (1l-Iced storage
areas by insurisig diaimil-iu-att'ay liuol Aic
null/t)r l)roviding adetimae eomaimnenl
covered bin for brewer's t;ruin and similar high
n)nislltre grain products).
177 inspect f0caud remove or bre::lk.up acclu11111 loll
solids in fillet- strips around 1c1:11 storage its
needed.
At -lit' - 11iv+:utiaa 1 1. 1996, Page I

Srlllfcc Cause
UNIPs to Control Insects Site Specific Practices
Animal I lulling Are,u a Accumulalions of animal wastes
n
Eliminate low areas that trap moisuu-c along
and Berl wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
f7
Maintain fence rows and filter strips around
animal holding areas to minimize
accrnnulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
f►l y Llinnuc I1.111MinL; Accimudations of Animal wastes
fl
Remove spillage on a routine basis (e.g., 7 - 10
sy.Iciiks
clay interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
f7
Provide for adequate drainage around manure
stockpiles.
fl
Inspect for tu(l rennnve or break up uccumulmed
wastes in filler strips around stockpiles and
manure linndling areas as needed.
I'tir nmure int'unnatiun contact tlio Cooper+ulvc Extenslon Service, I)e jummem of I:ntonlology, Ilex 7613, Norlh Carolina Stale I Iniversily,
Ralcigh, IJC. 2710)i•703.
AMIC - l luvcmbcr 11. 1996, Page 2

Mortality Nfang2ement N- Jethods
{check which method(s) are being implemented)
J Burial three feet beneath the surface of the ground wit yin ?= ;'our; after
knowledze of the death. The burial must be at lea's, :00 fee; from any :iokin�
stream or public body of water. `
i Ronde.;n_s at a rendering plant tic. -rise - undo- G.S. 105-163. 7a��"� r''r''`ijs-
Complete incine =ticn OLMJ cOH�r_-tVd b�j heck
In the case of dead poultnf only. placing in a disposal pit of a size and de<ien
approved by the Departmem of AgnicuIture -
J Anv method which in the professional opinion of the State veterinarian would
make possible the salvage of part of a dead animal's value %vithout eada.nge ing
human or animal health.- (W.-itten approval of the State �'e;e;,nzr 3n must be
attac,-�ed)

Grower: MURPHY FAMILY FARMS
Designed By:
RPB
Address: P.O. BOX 759
Checked By:
RMM
ROSE HILL, NC 28458
Date:
06/12/97
County: BLADEN
Sheet 1 of 7
ANAEROBIC
WASTE LAr@OON _DESIGN
FARM INFORMATION
Far n-
�:�3
,*
Nursery:—------------
--_--ii
0
t
Finishing: -----
---•----_
'O
O
7344 Hd.;
Farrow to weanling:—_--___—____—_
0
w
�
Farrow to feeder: ----------------
¢
0
Farrow to finish:
_—______—_
u.
0
?F
Boars: ---------
--
0
Storage Period: - .
=-�---
180 Days
.
25 Yr. 124 Hr Storm Event --------------
7.5 1n.
"Heavy Rain" Factor
7.5 In.
Rainfall in Excess of Evaporation ------------------
7.0 In.
Additional Water Usage: ----------_--
0
Additional Qrainage Area: ---___
--------- —
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ----_--___ N
Does Operator Want Emergency Spillway?
REQUIRED!! M! N
Is This Design for an Existing Farm?
(Y1N)-----------" N
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------- ----- N
Seasonal High Water Table Elev: -------------------
Freeboard :
Emergency Spillway Flow Depth:
Top of Storm / Spillway Buffer:
Side Slopes: 4 -------------------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: ----------------
Finished Bottom Elevation:
Start Pump Elevation: ---------------
Stop Pump Elevation: __—w___._____.__
LAGOON VOLUME REQUIREDVOL.
Storm Stor=
Temporary
Permanent
-+al Vnlump =
330125 (Cu.Ft.)
560531 (Cu.Ft.)
1239300 (Cu.Ft.)
,129,956 (Cu.Ft.)
Lagoon Surface Area: (inside TOD)
68.00 Ft.
1.0 Ft.
0.3 Ft.
0.5 Ft.
3 :1 (H:V)
695.0 Ft.
380.0 Ft.
76.80 Ft.
65.60 Ft.
74.00 Ft.
71.60 Ft.
'- '- ►�- .
377,357 (Cu.Ft.)
572,630 (Cu.Ft.)
1,283,194 (Cu.Ft.)
2,233,181 (Cu.Ft.)
114.31 %
102.16%
103.54%
104.85%
264,100 S.F.
X
�v
0

Grower:
MURPHY FAMILY FARMS
Designed By: FMB
Address:
P.O. BOX 759
Checked By: RMM
ROSE HILL, NC 28458
Date: 06/12/97
County:
BLADEN
Sheet 2 of 7
ACT -UAL DESIGN
VOLUME _CALCULATIONS
LAGQQN S A - REA VOLUMES
Contour
Elevation_(FT.A Area (SF)
Incr. -o-L (Cu.
FT) Cumul. Vol. (C-u'FT)
65.60
196,376
66.00
198,639
79,003
79,003
67.00
204,347
° . 201 493'
280,496
68.00
,
210,128
207:238
487,734
69.00
215,980
213,054
700,788
70.00
221,90.5.
218,942
919,730
71.00
227,901
224,903
1,144,633
72.00
233,969
230,935
1,375,568
73.00'-- - 240,110
237,040
1,612,608
74.00
246,322
243,216
1,855,824
75.00
252,607
249,464
2,105,289
76.00
258,963
255,785
2,361,073
76.80
264,100
209,225
2,570,299
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOLUME
2,129,956
CF
CUMULATIVE
VOL.
ZONE VOL
104.85%
END PUMP = _ _ _ >
71.60
FT
1,283,194 CF
TR'MT
1,283,194
103.54%
START PUMP = _ _ >
74.00
FT
1,855,824 CF
TEMP
572,630
102.16%
MAX STORAGE _ _ >
75.50
FT
2,233,181 CF
STORN
377,357
114.31

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 06/12/97
County: BLADEN Sheet 3 of 7
MINIMUM REQUIRED IRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal T e Capacity ALW cu.ft./Ib = Tota
Nurse
0
30
1.001
0
Finishing
7,344
135
1.00
991,440
Farrow to weanling
0
433
0.67
0
Farrow to feeder
%0-
522
0.67
0
Farrow to finish
'0'
1,417
1.00
0
Boars
0
4001
0.501
0
Total Required Treatment Volume (cu. ft.)= 991,440
Sludge Stora a Volume:
imai Type Ca aci ALW " cu.ft./lb = Totall
.Nursery
0
30
0.25
0
7,344
135
0.25
247,860
.Finishtg
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,4171
0.25
0
Boars 1
01
4001
0.125
0
Total Required Sludge Storage Volume (cu. ft.)= 247,860
Temg..orary Storage Volume:
Manure Production:
Animal Twe Capacity * Sto. Period* (galslHd./dav) = Total 11
Nurse
0
180
0.30
0
Finishin '
7,344
180
1.40
1,850,688
Farrow to weanling
0
180
4.30
0
Farrow to,feeder
0
180
4.50
0
Farrow to finish 1
0
180
1 13.501
0
Boars
Oj
1 01
4.001
0
Total Manure Production (gals.)= 1,860,688
Total Manure Production (cu.tL)= 247,418
Excess Fresh Water:
Animal Type Capacity * Sto. Period* (galslHd./dav) = Total
Nursery
0
180
0.20
0
Finishin
7,344
180
0.90
1,189,728
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
1801
9.501
0
Boars
1 0
1801
2.70
0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cu.ft.)= 169,055

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/12/97
Countv: BLADEN Sheet 4 of 7
Temporary Storage Volume: (Cont1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (264100 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 164,058
Storm Storage:
Val.=(Lagoon Surf. Area + Addt'I drainage Area) * 25Yr.124Hr. Storm(in) / 12in./ft.
Val.= (264100 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Stone Event (cu.ft)= 165,063
"Heavy Rain" Storage:
•.Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (264100 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 165,063
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain") = 330,125 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 560,631 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2129956 (CU.FT.)

Address: P.O. BOX 759
ROSE HILL, NC 28458
Countv: BLADEN
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation --------------
Top of 25 yr/24 hr Storm Storage.
Top of "Heavy Rain" Storage
Start Pump Elevation —
End Pump Elevation Top of of Sludge Storage
Seasonal High Watertable Elev.-------------
Finished Bottom Elevation ------------------
Inside Top td6gth
Inside Top Width _— --- —______�__
Side Slopes -------- --�_
Lagoon Surface Area -----------------_
Freeboard Depth
Temporary Storage Period ------------- --
Zone Deaths:
Checked By: RMM
Date: 06/12/97
Sheet 5 of 7
76.80 FT.
75.50 FT.
75.50 FT.
74.66 FT.
74.00 FT.
71.60 FT.
66.84 FT.
68.00 FT.
65.60 FT.
695.00 FT.
380.00 FT.
3:1 H:V
264,100 SF
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 2233181 (CU.FT.)
Treatment / Sludge Storage Zone Depth ---------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.4 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.8 FT.
Total Lagoon Depth ---------- 11.2 FT.

Grower: MURPHY FAMILY FARMS DesigneRPB
Address: P.O. BOX 759 Checke(RMM
ROSE HILL, NC 28458 Date: 06/12/97
Countv: BLADEN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 76.80
1 1 A
1 1 TOP OF STORM ELEV = 75.50 1 1
1 1 1 1
1 TOP OF HEAVY RAIN ELEV = 74.66 !
1 1
STRT PMP EL.= 74.00 1 TOP OF TEMP STORAGE ELEV = 74.00 1
END PMP EL. = 71.60 1 TOP OF TREAT ELEV = 71.60 1 SHWT = 68.00
1 1
1 1
1 TOP OF SLUDGE ELEV = 66.84 1
1 /
FINISHED BOTTOM ELEV = 65.60
z

Grower: MURPHY FAMILY FAF
Address: P.O. BOX 759
ROSE HILL, NC 28458
Countv:
Checked By: RMM
Date: 06/12/97
of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
�.�• �M CARS j ••.,
NOTE: See attached Waste Utilization Play ��oEEgSl4,y9
SEAL r:
r
DESIGNED: 17147
'•
•F
DATE: d / 7•'`'� �'
COMMENTS

y ­ .-IA. 171✓1 - . . 1 1 1 1 '­ •1 .- vrvlvl • _ ✓ 1 . 1 \1 ✓
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 1 OF 2
SPECIFICATIQN_.S FOR CONSTRUCTION OF WASTE TREATMENT,,. LAGOONS
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. 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 be
thoroughly loosened prior to placing the first lifC'of fill material to get a good bond.
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the -plans. Earthfiil 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 material may 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 shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavatiogs. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in:Iright with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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:
A 40 mil HDPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by GSE
Inc. or owner approved equivilant.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated 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 material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
CUTOFF TREN
A cutoff trench shall be constructed under ttie embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
REMOVAL F IS IN TILE DRAINS:
An observation trench, shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or•flatter. Trench backtill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENT
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 1 OF 2
OPERATION AND (VIJ INTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 Ybe r 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any add itionh.l,fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year -rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
t,
Land application of wgstewater is recognized as an acceptable method of disposal.
Methods of application- include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are Introduced.
The purpose is to prevent excessive odors during start-up. Precharging 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. The plan recommends
sampling and testing of waste before land application.

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 74.00 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 71.60. This temporary storage, less 25 year 124 hour storm,
contains 572630 cubic feet or 4283271 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to -'be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Re� `sources, Division of Environmental Management,
has the responsibility for enforcing this law.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 LBS. FESCUE GRASS AT 60 LBS,/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
300 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED, APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTABLISHED

Cj)
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Animal Waste Management Plan CertificaMCEIVED
(Please type or print all information that does not require a sign
Existin or Nel%• 'or - Expanded -( lease circle one) 1997
G erallnformation: _ FAYETTEVILLE
C
Name of Farm: R OSr� TcQ C � �`i r, I S � + �v�') Fu � :-ri _ C 1 �L J Facili OFFICE
Owners) Name: rnur •P� 1 6'Y';l v) Phone No: 9 0 1 1 }
Mailing Address: P. (2X S I�'Cc;� !-�; i'l lJ [. 4`15 6
Fann Location: County Farm is located in:
Latitude and Longitude: �_ '' �" 1 jF 2
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): co zt lV --
I 3
Operatian Descri tion:
Tipe of Stein ' No. ofAnimals Tipe of Poultry No. of Animals Tyre of Cattle No. of Anima
3 Wean to Feeder
�5 Feeder to Finish .Z '5 f L i
:1 Farrow to Wean
Z1 Farrow to Feeder
:1 Farrow to Finish
Cl Layer
a Pullets
O Dairy
3 Beef
Other Tipe of Livestock- Number of Animals:
fA
rpandlltg Operatfan , Only.'r;'. ":�+�L.y{• : y �'._r r
ti :.•.: i. r.TWL
Previous Design Capacity: .Additional Design:C&643y�:
'LY .
Total Desi n Ca aci
Acreage
Available for Application:. 3 ° Required Acreage- 392
N/ =32 I Cubic Feet ft3)
Number of Lagoons /Storage Ponds : Total Capacity: ),
Are subsurface drains present'on the farm: YES or CO) (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 aninW
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that -run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (%ye) know that any 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 a new cerdfication (if the approved plan is changed) within 60 days of a title transfer.
Nance of Land
Signature:.&
Tame of Al*f:
Signature: Date:
A«'C -- January 1. 1997

Animal Waste Management Plan Certification��
(Please type or print all information that does not require a signature)V GG �^���Cry
D
Existing or (New ) or - 'Expanded (please circle one) J UN 1-8 1997 -
General Information: .FAYEMViLLE
Name of Farm:_ __RotdFr+sm+ -Facility
NSEG, OFFICE
Owner(s) Name: MurI / s _ Phone No: 9/c ZV -,Il I
Mailing Address: QD 1__
Farm Location: County Farm is located in: j P�
Latitude and Longitude: 3`,
cD
Please attach a copy of a county road map with location identified and describe below (Be specific: road"
� � names, directions, milepast, etc.): _ 2=
yv
Oneration Descri fr
T►pe of Stone No. of Animals Type of Poultry No. of Ani►nals Type of Canle No. ofAnimaz
3 Wean to Feeder Ct Layer 13 Dairy
AFeeder to Finish l,( U Pullets 0 Beef
3 Farrow to Wean
3 Farrow to Feeder
:I Farrow to Finish Other T►pe of Livestock Number of Animals:
Expanding 'Operadon Only....
,....., -I-- . e$;' .,ix7 •irk` y '
Previous Design Capacity: - AddihdttaT Desrgn:t spa,"
Total Design Ca acih•:
Acreage Available for Application: �2 � � Required Acreage -
Total
��,-,�
Number of Lagoons 1 Storage Ponds : Total Capac" 'a� 2 C�1bic Feet (ft3•)
Are subsurface drains present on the farm: YES or b' . (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 either directly through a man-made conveyance or
from a storm event less severe than the 25-year. 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that -run-off of pollutants from lounging and heavy use areas most be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District, I (►ye) know that any 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 w6tten notification to DELI or a new certification (if the approved plan is changed) within 60 days of a tide tratufer.
Name of Land Ow
Signature:,
rk
Name of hlahfigWif different from owner): "
Signature: Date:
A\1'C -- January 1. 1997
C7
c
G
S
7
•� try
�"anti
rn<
CZZ
cC)
...e

SEAL
H CA Rot
.ease //=/'�1
SEAL
17147
�,a`�•�H CARoZ''%
�'�•;:�ESSio��yq
i jI SEAL
ed i37147 t
0, 01 NE�•�
"
1::mt of Tr��`tnic^1 Specialist�'/otw.M.m.M.''��1
I IEN CtOrt✓ ar►� PSSoCta
iI[tii�tf+:ft _
r, g, gab G 9-106-3oe $ Phcr. No. 4-
Technical Specialist Certification
�. As a te-finical specialist designated by the Nonh Carolina Soil and Watt: Conservation Co.nrrdssion pursuant to 15A
1CAC bF .0005. 1 certify that the animal waste management system for the farm named above has an anima! waste
management -tan that mett5 or ezceers standards and specifications of the Division of Environmental Management (DEM)
as specified in l-;A NCAC 2.4.0217 and the USDA -Natural Rescur-es Conservation Se.n•ice (\RCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to IJA NCAC 2.4.0217 and 15A `CAC 6i= .0001-.0005. The
following e!e nents are included in the plan as applicable. while each category designates a :e- nical specialist who may
sisn each ce :iftcation (SD. Si. WtP, RC. n, the te-:tnical specialist should only c_-tiiy parts far whichthey are te-hnically
cotnoetent.
IT Certification of Design
A) Collection. storage. reatment System
Check the aapropriare box
_1 xiKtitts fad,.city wit out re: oft (M or w'UP)
Storage volume is adequate for -operation capacity; • storage capability consistent with waste utilization
requirements.
r1 j j CA
\e,.v.`eNande or re! of ned fac' 'tv (SD)
Animal waste storage and treatment structures. such as but not lirrited to cone -:it n s;:s:t asr
have been designed to Mee, or:c-.=d the minimum standards and spec'.ftcaticas. !^P�
'Name of Technical Specialist (Please
Affiliation: t m le - HO mL-LA S Sn C
o, W 3-46-
S i snature:
S ZN�•
r/i m*Ao(-- RL-
e No. VM
B) Land Alonlicatiott 5ite {ii-i..'P)
ns (bailers);
i ne plan provides fa irdnimum sr-=Uaad-. irate amount of land far waste aril
suitable far n rite :nattage:na:st; hydrsuiic and nutrient loading rates.
lame of Technical Specialist (Please
Affiliation: kIrnllg A -r1 eln"A'S
Address(A
Si-nature:-
Q Run o t of r6 % for Lots
Check the ajrpropriare box
4S
rn'! rh ttl,?1- , R
7'406-'36C'$ Phone ;`io.:91
Faci itv wit out exterior lct5 (SD or NVU or RC)
This facility does not contain any e.•ue:ior lots.
1 Fab=.lity with exterior IOtS (RC)
ale:hods to minitni;.. the run nit of pollutants iron laung:n: and heVv use rrras have �Ya
technic :l st :n=,di dev--!Oudd by N

D). Application and Handling ui men
Check the approprime box
❑ Existing, gr expand itt� facdiV with existing waste alll} licatign equipmelat (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design chars 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 applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New. expanded. or existing facility withoule2jisting waste application equipment for spay
truer gation• (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).
a New,, ;=nded. or exislifig facility without existing waste application eqdiRmOLfQr land
Lead' using spray imgagm (WUP or I).
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed. application equipment can cover the area +1�mbe
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedulp• til '
applications, has been established; required buffers can be maintained; calibration and adjus SSA''
contained as part of the plan). .`� 4.11 i
•II
= s SEAL
Name of Technical Specialist (Please Print):. 1C D �'1 Ins
Affiliation: a - HA,,j,J 5sa[ o 4 Lx-. *.
Address(Agenc . 0. ' 3'3 (v_ t u� �� 6 hone No._� _ ; ' �►a 4,~',
Signattue• '�•�r: :`
E) a e e
W
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an 1ao1
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both '•,,
have been evaluated with respect to this site and Best Management Practices to Minimizg1. t/y�4,
Management Practices to Control Insects have been selected and included in the waste managenO �Y
Mortality Management Plan and the Emergency Action Plan are complete and can be implemen t b facility. Yr
Name of Technical Specialist (Please Print); - �. t� P� 'a SEAL
1/1141
Affiliation: K h3p , Norw arJ Assa�taJv-� Zn1C ,
Address(Agenc . P. 0 - Coax P R.V1 IJ G ? '?6- $ + • e . ,•
hone No • 9
M.
Si_onature- . /// Date: b 11
F)1h' ' e Notice of New or ExpandiLig Swine
The following signature block is only to be used for new or expanding swine farms that begin construction alter June
21,1996. If the faculty was built before June 21,1996, when was It constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified trail 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 NtGS 1 Oft-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land O
Signature:
Name of 11I2 ager(if different from
Signature Date:
AwC -- January 1, 1997 3

SnkkrCe Cause 11KIPs to Minhoite 041411' Site Specific I'raelices
Slailding wdler a11111nd • Improper drainage; 'PK tirade and landscape such that water drains -- —
Io�ilities . Microbial decomposition of away from facilities
organic matter
1.1.u1ure Ilacl:e&i t,nln a poorly wainlairied access roads < anu access mall ulaitslcminr c
ta11�lit ro.ul� Iiou1 I:uut
:lceces
Additioud Information : Av;tilable Frlun :
S►vllle Ki-a11uc-h-h—mageulenl ; ONO ItuleARNIP Packet NCSI I. Comity Exlcusion C-cutcr
S%Vi11c7 11rodklctiorl Darer Potential (hlor Sources and Itentedics ; FDAlZ Fact Sheet NCSU - IIAE
Swine 1`1414141ctioll Faciiily Manure Management: Pit Itecllurgc - I_;tl;nelt'I'rculment ; I:IIAl- 128-88 NCSI I - HA
Swinc 111434luctiun Facility Mauuru Managetnenl: Underfloor Flush - Lagoon Trealment ; FIIAE 129-88 NCSI1 - -IIAIi
t.ag►um Design and Mauageumki for livestock Manure Trealrtteut and Storage ; l?IIAI: 103-113 NCSI I - IIA E
( :11diralion of Maunrc and Wastewater Application Equipmem ; FIIAI: Fact Sllcui NCSII - IIAI.
t'unlrulfinu OdAirs tiara Swine ltuildings ; 11111-33 NCSU - S►viue 1?KIC11sion
I:uvirnnmunnil Aasuraucu I'murum ; 141611C Mattrlul NC: folk 1'resducc+ry Ammoc
(Ilniuu5 1ior Muaaging Odor ; a ruport !rain ilia Swine Odor Task Force NCSIJ Agri Opmuuuliclitinus
I'J41t amcc C m ems in Animal Mamtre Manilgcsuent: Odors and flies ; PRO107. 1995 Cmiferencc I'rnccedinls Flnlidat t;nnpcullive 1:1;tcusiuu
A 1%I( W - I lovemiscr 11. 11196, hike 5

liortality Nlanagement N•Jethods
(check which method(s) are being implemented)
J Burial three fee: beneath the surface of the around within ?= hours after
knowledee of the death. The burial, must be at least 300 fe=; from Stly tiowinQ
stream or public body of water.
Re:tde-:M2 at a rende:-ing plant licensed under G.S. 106-I68.7 Qctd W; �1 Ua. �ffcea
;n Con4o."ne,
Comaiete incineraticn
In the case of dead poultry only. piacing in a disposal pit or a siz_ and design
approved by the Department of Agnculture -
:.� Any method which in the professional opinion of the State Ve;e;inanan would
make possible the salvage of pan of a dead animal's value without endansP ng
human or animal heaIth.- (WWritten approval of the State Ve;e imrian must be
attac,hed)
I/

United states Natural
Qj) Decartment of Rescu=s
Agriculture CCnse.N3dCn
Servic;
WAS;x'Y1,QF.#=V—' T FAC..L.TIY ST EV.kLITAMOL-4
v:LtiIE _knS0- Tr *C- * 4 LCCAro; r
«:.=sue is � a.i 1 1 Sc-0P jA—,,0.%4
f3��Qn ��►,-�y
3y
t (:vm4+ 4.n i, S 00
L}LT:,k,NC3 FIRQ1[`tAR-ES; MMENCS NOT dW.Y.-i BY ?: tom-.'3
n IYL-,kNCS :.RCM NZU C , MMUC FACS tfY (=AOL �'i a=) r ,
(}
1S ST `J+TCI-ZN law-Y-AR P�CD ?I--%Lv?
. ✓
RCS —anac provide sistanm ::3 �`
If yes, ,?ss
NO V
13 M 3 AT L2.AZ l00 F :. i30ti! A "9LLB LANE- ?. !NWL-kL S , kM?
If a% site must be relo=ted. "�
-----
L55Ti;;WI'i"r3`i14iTL?giVI:'1GJL'$SSDIC::O;(•cJF?.ti[C,';r'iC�AI.Ii'C? Y'.S
N(? V
If yes, landowner should consult frith local zoning board about required�—
permits. Permits must be obtained prior :o design soprovaL
.ARE VIII..T=Z iY Ct7NS i cZL'C ;ON .aAr.�T ;r. i
�O. N•/
If yes, see Fart 103 of the sladonai r ngince-Mg Manual and ;allow paac.r.
{Capin of maps or other referenca matermis may be attacbed to site
WILL, SME r6WCE:IE C; EARVO WCOMAZLND OR -*rf NC, t4XCP"*'(? Ypa L/
If yes, producer must complete Form MRCS -CI i,-:S (Bequest ;or Ce. ifled �--
Wetdand DetermiastioalDelinesdoa� /
WM—I AC—., ON R: R.�.; 24 SWAX PSLT,VGT
IF 'WE-rI,L-MS AAE ?YYCE:7= IT i.SM RM?C-4SMMr, 'f OF-nM ?AQDi'QM TU COM.;C; T;M US A;ti Y (:OIL,, CE
SIG„"Y�".�S�i.W'E'iiEDIYIS'aOI�tGFE`IVtRO:latEt%�[.>[.V�1.iG"i�.`iTTCD ,c. �II+1EIF?�iTI'S,3R; ��(,�c�. .
TFWE1I,.LNM ARE INVOLVSD. Trig MCCUQ SECUM `OT CaAit AJiY UND G. , A'wE-j "ND DELi+�tF.iliCN
is U=E
►`rRCS gill provide technicsi issismata in wetdands only under the following conddtioos.' Far aaruml wedmid
incitttioas less than one 2c.-e is sL-M.RCS wild proride assistants only if the func:iatts and values lost are fatly
mitigated. For nacuml wedands ;rester titan one ac:e in sixe,.RCS will provide assistance only after a
rigorous sequencing process to include avoidance minimixadan of inputs, and ccmpeasatary mitfgscian is
carried aut in that arder of ore:ercacs.
ODOR CONTROL
HAS CC-CR. COOL 3Er"`t s7fS�'SS'cD :Vr'r? : ECCL'C: :
• 3��:.�:tli �rLNT •`�i.Nt) �t�L..t]:1•� :..1 _� '�
• ?RE:MARC Z, G L.%M04 *4M 171ESii W.a; _.. -0 A 7 %S
OF —HE CAPACTC" NC ---
• l.Stal 0 l CUO SCUND XZC1 IVl .•.,I L.1:.0 .i7�L. C.1 li `• �S �/ Y�
�C'� C� A _s

NC-CPA-17
R01. 1, 2-C-6
Pnc±P 7
OTHER E.YVIROVtitE.YTAL FACTORS
-
IS ENDANGLRED ANDlOR icz .�icYED SPEC MS HABITAT?RESIN
{-� _
NO
IS A DESIGNAT M .4 T , A L. SC`VIC ARE-. INCLLMED Lei 7HE ?LL, 1L`G :\RE.a OR
WLLI PUNNED AC : ,ONS L%LPACT O; J .aN .ADJACENT .`1AT'LRaL. SC--NTC .AR: ;?
YES
LS AN kRC3A.EOL0GiCAL OR HLS, OIUC.;L SI i c LOCATED [N -HE KANYED yR� ;^.
YES �
NO
- T'rMRE ?UNM LtiiQLc. S T ATE OR : CC.AL. Y LIIPORT.;UN FA2-ML;NDS �i _
CES
NO
/
OPERATLNG WIT?
'NIL-' 71sT.. AC` -,,ON RESULT LN SOOBL:S-, 2NG?
YES
v0
✓
If the answer to anv of the above is yes, -MRCS will not ,provide technics
assistance jn]ess ueaei Dolicv is 'ailowed.
WASTE NL;.YAGE..%MXT /
DCES ?RODUCE.R OWN ENOUGHL;ND TO ?ROPER. L.': L;.ND AP"_Y ALL `VAS � - YESIl YO
C C:-L7DLNG SLL-CGE,.aLTnOC:cH SLliDGZ SIAYONLY BE APPU D LNF.UQLMr,-;;?
I NO, DOES PRODUCER iiA'+-E ACC�'S TO MORE Lav'D? Y-.S _ NO
IF L;ND ff NbT�p o%mD BY ?RCDI:CZI C.;.N ?ROD(:CE.R GZ:.AGRIZ1 E`i i L; ON ,,-D Y: S NO
ON'WMC3 Al TO p?LY WAS; z7 —
(Artsca Waste Udli=cion P!an to site evalusro L)
SCrL 2iVESTIGATICiI - V.U.M COYLY IF SOrL LYP .,CATIO, f
SaF-% A IAC=
LS SOIL SLTT.;BL r FOR L,w-cC: (?
IS A L'` cR REQLT=7
7f-FE OF L'NER TO BE USED:
IF CIAY L 4ER IS TO BE USED. IS SLTTABL E CL>Y AVA;II_;BU ON
Sr: r.?
IF CLAY IS NOT AVAIL;B --, O; I Sri ~ DC ES La.YCO VrNEZ ?AVE
ACCESS TO CLAY7
IS A CCRE 7
(Aaach sail invest4nrion sheet to site '--mu1rotL)
IS SUBSURFACE DRAIN TiL ?-4ESE r.
(If Yes, tile must be removed or plugea)
.V U
Ca.%Q(h TS
YZS ✓ NO
Y9.S NO
BE"ITONri cc _ STIM :.0 L/
YES _ NO
YES _ NO
YES _ : a0 V
YES
_ x0✓
TIM Srrc. LNVE.STIGAiION IS VALM FOR : ,;rELVE %IONTHS F30�f 7 DAT_: -OWN BELOW. IF CONS t[rC70Y
HAS NOT BEZI STA.Zi'J `.4Ti'.- TtiL cb: c MChiaS. A NE ;J Sr-z ;N'� c.=i:GAT:ON WiL,L 3E Z,eQLiRED. ti
SIG2JATLR-- �
V C: ar 3cr :n the !cc --I cr state !a v or _es :a _`.e -,=dzrd .:cuid : _ ,.e a :ry :ice :.zvc:i__ticn

Swine Farm Waste Management Odor Control Checklist
Sclurc+:
Cuusa
Ilhll's to Allulndle (little- Silt Specific Praclives
Swine production
Vegetative or wooded killffers;
n
ftecommerocti hest nianagcmcot pr.1Nces;
-
�
r
[rood judgment and common sense
A11inkal tul.ly sucfaccs
a I'lirly luallure-covauell llniaulls
]
Dry floors
^I'I�kuk �IIIIiILL'J
9Wet IIIlllnli4-Gllvered fhlllls
^Shelled Ililars; _
1.131111kC uAILL.IlIkil Islla • thhlC;
• 1'aI ti:kl 11licrull'saI decnnlpns14irn1
V':ulil.11inu C"Ilail:t (ally • V41laliIt; gases;
X Waterers Incated over slatted floors;
n FeLaters at High cod of solid floors;
n Scrape manure huildup from floors;
n lhulerlloor ventilation for drying -
hrclptk:ul nlaoklre removal Iky ihltls, pie reetlarl;k:.
nr scrape;
fl underfloor wrilitation
X Falllllailltenallce;
Y4 lu'llchnif uir nluvenlcul
tuJ�na .ul (:kc �� -
11ust
Wushdowil hclwee:n Lumips of culinial5;
n
v"wit ndifilivcs;
,•
n
Feeder Covers;
Feel[ delivery dow1151111nt uxtellllcl'a ill fecdl:f
_- _---�
1 111,11 i.kkll.a
A1;ilatilw of recycled lagonll
n
covers
Flush tack covers;
tiyuid while tusks arc lillhig
n
liztenll fill lines In near holden nl"I�ulla wille
alili-silltlnn veil[$
I I11.11 a11.�
Agiialion during wasle%valer
n
t lnderlloor hush wish unifcrihlur veil,iliuinn - — — �— -- —�—�
Conveyance
it e.:k ILNIti 111bkIlIS
• Agilation of rccycluil hlgolol
J'
leulelld fecitarce lines In tear 1110141111 ul 11ils ----- --- -- — — -- ---
li11uid while: ails are fillillg
wille unli-siptlou wills
fill ,.Udlllikt
Agilution during sump tusk
n
sump lane: covers
tilling and drawdown ' •,
ilul,ikl� klfaitl LollcLllult
• ALil;ltiun during wastew;lter
f_1
Ilax clivl:rs
all 1111ILliull IIIINC5
Conveyance
-
Ahl()(. - I luvcluller 11. 1996. 1'jIuc 3

- -Sill lfl.'L' CauseDMI's to 119ioimize Odor Silc Specific Practices
fn�l of dr-tinpipes at Agitation during waslewaler Extend discharge point of pipes nndernealh
lagoon conveyance lagoon liquid level
I_agnuu surGat c;
Volatile gas emissions;
(W
Proper lagoon liquid capacity,
Etiological mixing;
Correct lagoon startup procedures;
• Agitation
n
Minimum surface area-to-vohinlc ruin;
j
Minimum agitation when pmnping;
f 1,-
Mechanical aeration;
n
Proven biologicul additives
>0<
Irrigate on dry days with little or no wind;
I ligh pressure agitation;
Itti�.uiun apriul.ler
nnttle�
. Wind drift
n
Minimum recommended operating pressure;
n
pomp intake near lagoon liquid surface;
n
Pump from seenn I -stage lagoon
�;t�u.��;e I.ud. �u b.�.in
• I'artial microbial decompnsilinn;
n
Ilntlom or midlcvcl loading;
Mixing while lilting;
n
'Tank covers;
• Agitation when emptying
n
1lasin surface mats of solids;
n Proven biological additives or oxidaws
Sculiul; b;t.in sat face Partial u►izrobial decon►posilion; n Extend drainpipe outlets underncalh litiuid -- _— --
• Mixing while filling; level;
• Agitation when emptying n Remove scilled solids regularly
LLuurrc, Murry or sludge 0 Agitation when spread
!pleader 111111cls . Volatile gas emissions
I Incovered manure, Volatile gas emissions
slurry or shidge on field drying
sal Ltces
n Soil injection of slurry/shldges;
n Wash residual manure from spreader after use;
n 1'rovwa binloldeal additives or oxidows
e n Soil hljectinn ofsltuay/sbulgcs
n Soil incorporation within 48 hrs.;
n Spread in Thin uniform layers for rapid drying;
n Proven biological additives or oxi(iiuus
I)ead animals Carcass decomposition I'roperdispositioa ofc;lrcasscs
Ih:ad aniutrlf di:gm;al Carcass decomposition n Complete covering of carcasses in burial Ails;
Plt' n Proper location/consimclion ofdisposal pits
lu�:inea;uuts -- Incomplete cortlbuslion n Sccnnd�uy slacl: buracrs
ANI(W - I Iuvcambcr 11, 1996, Page 4

Insect Control Cheddist foil Animal Operations
rurisc
11R111s 11) ronll-111 lnscrls - 4ilc 5�1e1 ific I'� attires
ti11e„ 4:1
1 lu:l1 l unto l a
Aecuntulatilln of solids
Flosh system is dusielled and olleralA
suflicicntly to remove acemmilated solids from
l;ullers as dusibnell.
_.Remove
britlaint; of accunullated solids at
`,iis�llargc
l a1;a111ul .1w1 I'il,
Cruslcel Solids
14
Maintain likg(10115, sclllinl; basins cull pity w1101:
pest breeding is apparent to minimise lllc
cnlstint; of solids to a deptll of un More than h -
u inches over utlsre Ih:u1 ]lino of surface.
l ki csssve V1 g.,.1li..
l)ecuying vel;elidiull
Maintain vegecoive control alum; hanks of
launolts cuui other iullullInd meills to prevent
aCeti till llaliou of elecaying vegetative; !►latter
ulool, wulcr's cdwe un iolllauudolent's perinlcler.
i_l_ry Syslcllls
l'� 1 .1�:1 . --+• 1'cell Spillal;e 1)1:S11;11, 111)OMle 111141 11,:1ilnilill feel) Systc111s
hunkers and trollOtO lit 111ininlize tic
aecu:nnlaliun of ilecaying wastage.
Clean up spillage on a tontine basis (e.g., 7 - 10
day ilnerval during; ssuunlul. l S-lit day interval
durillu winler).
fecal S1411.11_t; Accumulalions 1lf fccd resillul:3 Rull ice moisture accumulation within and -- -- — --
1 "round ilnulclliule licrilncler esf lied slor:ll;e
lsrcus by illsuriul; diainal;e 11way Drollk site
and/or providbi1; 111tNIOMW 1:n11111i,1111e111
covered hill for brewer's grain and similar high
moislure: "rain ptothicls).
n b1specl I'or aml remove or break op ;lcculnul:rrell
solids ill lilter strips arnnml Iced storage as
llcedcll.
A A I I C - P111ven1111:r I1, 11106. 11a1;c l

Source Cuuse ItMPs to Control Insects Site Specific Praclices
Animal I lidding Array Accumulations of animal wastes n Fliminalt: low areas that Irap moisture along
and feed wastage fences and oll►er locations where waste
accumulates and disturbance by animals is
minimal.
f l Maintain fence rows and filler strips armind
animal holding areas to minimize
accutmtlilllons of wastes (i.e., inspect for and
remove or break up accumulaled solids as
needed).
f), y Hillimu I I:uullint Accumulations of anin►al wastes n : Remove spillage on a routine busis (e.g., 7 - IA
S� �tuuts clay interval during summer; 15-30 day interval
during winter) where manure is loaded for land
applicatinn or disposal.
n Provide for adequate drainage around manure
stockpiles.
fJ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
nruuu-e handling areas as needed.
Fur mare inl„nnntimi enntact the Coopernlive Ficlunsion Service, Delinrlment of 13n1onlology, 11ox 7613, North Carolina Sime"tn,iversity,
11,11cit;li, HC' 13.
Ahill: - IJuvember 11. 1996, Page 2

FrF
Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
County: BLADEN Sheet 1 of 7
- ANAEROBIC WASTE LAGOM-DE-6i_GN -�
FARM INFORMATION
Farm _P_o ulp ation:
Nursery:
p
w
Finishing: -------
----------
7344
Hd.
z
Farrow to weanling:-------------------
0
Farrow to feeder: w-----------------
pCA
Farrow to finish: N
------------- � �
�� a
p
�o
Boars:
Storage Period: ------
`' `
P
�)
1.1.
0
180
Days
25 Yr. 124 Hr Storm Event ____
_______��_Uj
p
7.5
In.
"Heavy Rain" Factor -----
--------------
Z
r .
7.5
In.
Rainfall in Excess of Evaporation---------�-----
W
_I_-)W
�'
�- u:
7.0
In.
Additional Water Usage: -------------------
0
Additional Drainage Area: ----
----- ----------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)-----------
Y
Does Operator Want Emergency Spillway? REQUIREDMI!!!
N
Is This Design for an Existing Farm? (YIN) ------------"
N
Is Drain Tile Req'd to Lower SHWT? (YIN) -
N
Seasonal High Water Table Elev:-------------------
85.50
Ft.
Freeboard: _______________
1.0
Ft.
Emergency Spillway Flow Depth:
0.3
Ft.
Top of Storm 1 Spillway Buffer: Not Applicable
0
Side Slopes: .4-----------------
3
:1 (H:V)
,' Press ALT-C to Download
0.0
contour areas see sheet 2 of 7...
0.0
Top of Dike Elevation:: ---------------
91.35
Ft.
Finished Bottom Elevation: —
80.15
Ft.
Start Pump Elevation: --------
88.55
Ft.
Stop Pump Elevation: ------------------
86.15
Ft.
LAGOON VOLUME
REQUIRED VOL
DESIGN VOLUMES
% REO'D.
Storm Stor =
322500 (Cu.Ft.)
367,558 (Cu.Ft.)
113.97%
Temporary =
556973 (Cu.Ft.)
561,556 (Cu.Ft.)
100.82%
Permanent =
1239300 (Cu.Ft.)
1,259,107 (Cu.Ft.)
101.60%
Total Volume =
2,118,773 (Cu.Ft.)
2,188,221 (Cu.Ft.)
103.28%
Lagoon Surface Area: (Inside TOD)-----------
258,000 S.F.
rn
r
rn
rij C
Tt CD
CD
r b --

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
County: BLADEN Sheet 2 of 7
ACTUAL DESIGN yOLUME CALCULATIONS
LAGOON STAGE -AR A VOLUMES
Contour
Area SF}
Incr. Vol (Cia.FT)
Cumul. Vol. (Cu. FT)
80.15
193,194
81.00
197,802
166,173
166,173
82.00
203,287
! 200545
366,718
83.00
208,841
, f + 206:064
572,782
84.00
214,464
211,653
784,434
85.00
220,157
217,311
1,001,745
86.00
225,918
223,038
1,224,782
87.00
231,749
228,834
1,453,616
88.00------
- , 237,649
234,699
1,688,315
89.00
243,618
240,634
1,928,948
90.00
249,656
246,637
2,175,585
91.00
255,764
252,710
2,428,295
91.35
258,000
89,909
2,518,204
I
14,
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOLUM
2,118,773
CF
CUMULATIVE
VOL.
ZONE VO
103.28016
END PUMP = = = = >
86.15
FT
1,259,107 CF
TITMT
1,259,107
101.60%
START PUMP = = _ >
88.55
FT
1,820,663 CF
TEMP
561,556
100.82%
MAX STORAGE = _ >
90.05
FT
2,188,221 CF
STOR
367,558
113.97%

Grower: MURPHY FAMILY FAF
Address: P.O. BOX 759
ROSE HILL, NC 28458
Checked By:
Date:
Sheet 3
MINIMUM REQUIRED VOLUME L ATI N
Permanent Stoaage:
Required Treatment Volume:
IlAnimal Type Capacity * ALW * (cuft/lb) = Totall
Nurse
0
30
1.00
0
Finishing
7,344
135
1.00
991,440
Farrow to weanling
0
433
0.67
0
Farrow to feeder
t0,
522
0.67
0
Farrow to finish
01
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)= 991,440
Sludge Storage Volume:
Animal Type capacity * ALW cu.H./lb) Tota
'Nursery
0
30
0.25
0
Finishing
7,344
135
0.25
247,860
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125
0
Total Required sludge Storage Volume (cu. tt.)= 247,360
Temp-Qrm Storage -Volume:
Manure Production:
Animal T . e Ca acit * Sto. Period* als/H .Ida
= Total
Nursery;, jL
0
180
0.30
0
Finishin ,
7,344
180
1.40
1,850,688
Farrow to weanling
0
180
4.30
0
Farrow to,feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4-001
Q
JNT
06/11 /97
Total Manure Production (gals.)= 1,850,688
Total Manure Production (cu.ft.)= 247,418 N
Excess Fresh Water:
Animal Type Capacity * Sto. Period* (gals/H .Idav) =Total11
Nurse
0
180
0.20
0
Finishing
7,344
180
0.90
1,189,728
Farrow to weanlin
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
01
180
2.701
0
Total Fresh Water Excess (gals.)= 1,139,728
Total Fresh Water Excess (cu.ft.)= 159,055

Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 112in.lft
Vol.= (258060 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 150,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr.124Hr. Storm(in)1 121n.lft.
Vol.= (258000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 161,250
"Heavy Rain" Storage:
'Vol:=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in)/ 12in.Ift.
Vol.= (258000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 161,250
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
E; (25 Yr. 124 Hr. Storm + "Heavy Rain") = 322,500 (CU.FT)
Total Req'ulred Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 556,973 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2118773 (CU.FT.)

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 5 of 7
LAG QN DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevatio -------------------
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage ------------'; i----
Start Pump Elevation
End Pump Elevation --------- ----------
Top of Sludge Storage --- ----
Seasonal High Watertable Elev. Finished Bottom Bottom Elevation --------- -------- _
Inside Top Eength
Inside Top Width _______�___
Side Slopes ___________________
Lagoon Surface Area -------------------
Freeboard Depth---------------�--
Temporary Storage Period ___r_w_________
.1: �:.
91.35
FT.
90.05
FT.
90.05
FT.
89.21
FT.
88.55
FT.
86.15
FT.
81.41
FT.
85.50
FT.
80.15
FT.
Not
Applicable
Not
Applicable
3:
H:V
258,000
SF
1.00
FT.
180
Days
TOTAL DESIGN VOLUME = 2188221 (CU.FT.)
Treatment / Sludge Storage Zone Depth -- 6.0 FT.
Temporary Storage Zone Depth 2.4 FT.
Freeboard / Storm Storage Zone Depth - 2.8 FT.
Total Lagoon Depth ------ 11.2 FT. "

Grower.
Address
Cou
P.O. BOX 759
ROSE HILL, NC 28458
BLADEN
Checke RMM
Date: 06111 /97
Sheet 6 of 7
t
ZONE ELEVATIONS
TOP OF DIKE ELEV = 91.35
1 1 1
1 1 TOP OF STORM ELEV = 94.05 1 1
1 TOP OF HEAVY RAIN ELEV = 89.21 1
STRT PMP EL.= 88.55 1 TOP OF TEMP STORAGE ELEV = 88:55 1
END PMP EL. = 86.15 1 TOP OF TREAT ELEV = 86.15 1 SHWT = 85.50
1 1
1
1 TOP OF SLUDGE ELEV = 81.41 1
1 1
FINISHED BOTTOM ELEV = 80.15

Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
'+x++n+++1101t, 0
NOTE: See attached Waste Utilization Pl�t`O�tN CAROB%y'•.,�
r•�EESSIp,�•.9 •,
SEAL
DESIGNED: s 17147
1, s;
DATE: l� `� +, •
*�r IEEE
i 1M111m+011-0
COMMENTS The lagoon has been designed as an irregular shape._
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon. "
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated_ represent actual
conditions re ardless of the shape.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
300 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO.PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTABLISHED

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format: ' •`'
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alfe_fatlon of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) —hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporW waste to reduce further runoff
C. Leakage from. the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
stop recycle (flushing system) pump
stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

L
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458. DATE: 06/11/97
COUNTY: BLADEN SHEET 2 OF 2
"Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
i
3. Contact appropriate agencies.
B. During noral business hours, call"your DEM regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility,telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with Wease of wastes from happening again.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
ra
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 - 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEI LLE, NC 28301-5043
919-486-1541

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. 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 be
thoroughly loosened prior to placing the fifst lift of fill material to get a good bond.
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown 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 material may 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 shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in; feight with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction'of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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.
14
A 40 mil HOPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by GSE
Inc. or owner approved equivilant.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97�
COUNTY: BLADEN SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated 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 material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shdll be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
An observation trench:shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or Matter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY: RMM
DATE: 06/11 /97
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for thd'25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional. fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year -rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
5
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of applicatiori include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced. le
The purpose is to prevent excessive odors during start-up. Precharging 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. The plan recommends
sampling and testing of waste before land application.

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 88.55 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 86.15. This temporary storage, less 25 year / 24 hour storm,
contains 561556 cubic feet or 4200438 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
J

PROJMT: fos,4rAe_4 5r W
NTEST
HOLE #100
L%iWT VVT ClAY
•TEST
HOLE•
SHWr Vff CLAY
SHWT WT CLAY
•TEST
HOLE
SHW WT CLAY
r�
Bad; U-M2L
��
��
�r
�■�
AM
NMI.
mm
mm
`�-
_-
-_

Animal Waste Management Plan CertificatBECE4 V = _
(Please type or print all information that does not require a signature)
I .
d-�
Existine or (Neil% or - 'Expanded - (please circle one) "'r '
Ueneral lntormation: REG. • •--��.
Name of Farm: kale OFFtCF
ac 'Finis r �tt�r, Si�� Facility No: --
Owner(s)Name: f}►ur Q1t Y l tK..; _rrn s - - Phone No: 9/0 2- mil A i i I
Mailing Address: �O' 7 S 4 • „ Rase 0� ( t, " I'Jt_ a9-9 S 1� rri
Farrar Location: County Farm is located in: i-'taafn
Latitude and Longitude: 34 2, a__� / 6 =�
Please attach a copy of a county road map with location identified and describe below (Be
names directions milepost, etc.): (LCLad
Qperation D cri tion: .
Type of Suine No. of Animals
U Wean to Feeder
Z Feeder to Finish N !
ZI Farrow to Wean
:2 Farrow to Feeder
M Farrow to Finish
w'
d
T}pe of Poultry No. of Animals T)pe of Cattle No. of Animals
D Layer 0 Dairy
J Pullets 0 Beef
Other T}pe of LAwstock Number of Animals:
Expanding O eratYoR. only.".:'
. ,� •?;'"„W;
Previous Design Capacity:
AdditzDnall}isign
Total Design Capacity. -
Acreage Available for Application:, Required Acreage• '-F
Number of Lagoons / Storage Ponds : Total CapnNO*
2�2 y q a �'� Cubic Feet (ft3)
Are subsurface drains presei>' on the farm: YES or (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Asanager Agreement
I (we) verify that all the above information is correct and will be. updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that. any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man -trade conveyance or
from a storm event less severe than the 25-year, 24-hour storm and them must not be run-off from the application of animal
waste. l (we) understand that -run-off of pollutants from lounging and heavy use area must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Consecration District. I (tve) know that any 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 a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner:
Signature:
Name of Manajer(if different from owner):'
Signature: Date:
AWC -- January 1. 1997
1

Technical Specialist Certification
�. As a technical specialist designated by the ,north Carolina Soil and Water Conservation Co.mission pursuant to 15A
CAC 6i= .00U. I c::tifv that the animal waste management system for the farm named above has an artintai waste
manag_- a tt pion that meY:s or etee_ds standards and spertttcations of.the Division of Eavtronmeatal Management (DED.i)
as specified in 15A NCAC 2.4.0317 and the USDA -Natural Resources Conse.^ration Servic: (\RCS) and/or the North
CMrolina Sail and Water Conse.wation Commission pursuant to I5A `CAC=!H.0217 and 15A `CAC 6F .0001-.0005. The
following-.'Vnrtts are included in the plan as applicable. While tacit category designates a technical specialist who =v
sign e_c` cerittcation (5t7. Si. WUP, RC. 1), the to:!tnicrl specialist should only certify parts for xnich they are u:';nic^11v
comoe:ent.
II. Certifccatioii of Desigil
A) Coilection. Storage. reatment 1tern
Check the aapropriwe boz
Z, E,,isting facility without re: aft (SD or IWUP)
Storage volume is adequate far--aperatioo cavacity: storage caoabiIity consistent with
requirements.
\vm -expanded o net o[Itted fac' ity (SD)
Animal waste storage and tre_tmeat structures. suclf as but not lirnited to collection s-.szt=,
have bean designed to meat or ezc-:d the atinimum standards and spec:itcaticns.
Name of Technical Specialist (Please Print): +
Affiliation: +r-+l� - 02J ar<d Ssacia-�eS
Address(Ageacv �•
Signature:
P_� PI*11Ipr P. &
Y
17147 t
art-
3oGc' Phone No.: q/q 0�two�
Date. Gfrr A_ [A CA
B) Land agolication. ite ( ITT) = J SEAL
Tne plan provides for istinirrtum separations (buffers); ade—quate amount of land for waste utiliatia ; c«471"p is
suitable for waste agement: hydraulic and nutrient to :ding ;aces. f�C� �E�*fit
Name of Technical Specialist (Please Print):_
m � leer P, � �`'•'���•'''•••N....•'ti�a.
Affiliation: trhi*e - rN n bCla e
Address(AQencv sett
S i —anature:
C} Runoff Controlsfr o
Check the appropriate box
J
G 2�C-'3o68 Phone No.: QIQ 6 q
nhrP• 4 4`,
acilit�� wit out eater' r lct (SD or NVUP or RC)
This facility does not contain am exterior lots.
TM
SEAL '
• 17147.
RT M.
(Riv
Facility t�'ttll\i2r10r lots )
le:hads to rtunimic_ the run off of pollutants from laun_:ng and t;t_ti s use se=s h.re bra designed in
d with technical standards det e!ened by \RC5.
z.ccr
Name: of Tr:hnical Specialist (01" z
.af iiizticn: r��e -�i4rrJ n� ASsvt
27d'36-iC Ph
cr.: No.: i4 6 `vi000
Cat::

D), Application and Handling ui ent
Check; the appropriate box
❑ Existing or gzpandif!g facility with existin waste application equipMent (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New. expanded, gJ existing facility without existing waste api 11 icatj.Qn equjpmezg f grspray
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).
f.l
C1 New. expanded, or existing facility without existing waste application Lq-Wp ent.for lad
eading not usinspy irri abort. (WUP or 1).
Animal waste application equipment'specified in the plan has been selected to apply �IigAd1W1ft94ssary to
m
accomodate the waste management plan; (proposed application equipment can cove&4Q '-b the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates-S"' . t n$, of
applications.has been established; required buffers can be maintained; calibration and a �pce are
contained as part of the plan). Sf r e
Name of Technical Specialist (Please Pri
Affiliation: 1►i,let, - oar_ 44 p6sccla
Si
E)
S I t1c .
� Nc 2-406 -
AL
"r 17147
=
i��ii�- ► PC. '_- -
The waste management plan for this facility includes a Waste Management Odor Control Cbeclrlist, an Insect.
Checklist. a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors490
have been evaluated W66 respect to thus site and Best Management Practices to Minimize
Management Practices to Control Insects have been selected and included in the waste managemen 04
Mortality Management Plan and the Emergency Action Flan are complete and can be implemeawed.bq
Name of Technical Specialist (Please Print):
Affiliation: KmI -Ho-N and 1 ctaf s Nc
Address(Agency)• 3 6 Rao ' G
Signature:__
K111
AL
t
F) Written Not• Tew or ENpgnding SiAlle
The folloming signature block is only to be used for new or expanding smine rarms float begin construction after June
21,1996. If the facility was built before June 21,19%, When eras It constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property iocated across a public road. street, or highway from this new or expanding swine farm The notice was in
compliance with the requirements of NCGS It)f 05. A copy of the noticd and a list of the property owners notified is
attached.
Name of Land O%c er : A"+%>
Signature: Date:
Name of 1t1 ager(if different from owner):
Signature -Date:
A«'C -- January 1,1997 3

smirce
Cause
UNIPs In Conlrol lnsecis
eciflc 11raclices
Animal I lcflilint; Arcas Accumulations Ofanimal wastes ❑
Eliminate low areas that trap moisture along
and feed wastage
fences and nllier Inca limis where wasle
accttmldates unit disturbance by animals is
minimal.
❑
Maintain fence rows and filler ships arntlnd
animal holding areas to minimize
acclimillatimts of wastes (i.e., inspect for and
remove ar hreak up accumulated solids as
•-
neeetCd). •
flay Maiiuic INILIllint; Accumulations of anisnul wast
1l%OVC SptllagC Ole a FOUtioC NUN (e.g., 7 - If)
5yalcsus ,;, I
day interval during summer; 15-36 day interval
y
thtring winter) where manure is tnaded for land
application or disposal.
n
Provide fnr adequate drainage around manure
stockpiles.
n
inspect for and remove or break sip accunsulatcd
wastes in filler strips around stockpiles and
'
manure Ilalullina areils as neelled.
Fier more inliirmiilimi conlacl Ilia Conllcrallvc Hitlenslan Service, nepariment arum orimingy, nox 7613, North Curolion Stuie'Jlniversily,
ltaleit;li, NC.
AMIC - 1Juvember 11. 1996, Page 2

Insect Control Checklist for Animal Operations
cause11hil's jib (:ooU'ol tusecIS
- — -- tiuul i e Liquid Syslculs
--- Accuontlatiult of solids X Hush system is designed and operatd�l
I lull I iurlcl' sufficiently to remove accrlrl►ulilt ell solids frl►n►
gutters as designed.
{ Remove bridging of accumulated solids ill
discharge
crusted Solids Maintain laglinns, sculling basins and pits where
pest Ilrccdiug is apparent to minimize the
crusting ol, solids to a depth of no more than 6 -
1t incl►es over more Ihan 30of surl;lec.
- -- - "---- . — • l7becuying vegetatioll
IAI:e;;ivc VC11CI. WL:
1 i1,�`.i11
- ----
Maintain vegetative control ulonl; Il;u►ks of
lagoons and usher impoumin►engs U► prevent
accumulation (If' decaying vegetative matter
along; wager's edge on iuyu►umin►enl's perimctcr.
Dry Syslculs
- --�
I�ecd Sgllllal;c
hcstgu, operate tu►d ulaultuu► Iced sysluus
,.,:,L:1 ,
bunkers will uonghs) In minimize the
accummlalion of decaying wastage.
clean up spillage on it routine basis (e.g., 7 - 10
day interval during sununcr; 15-10 day inlerv:ll
during winter).
Feed Sl4�l�,i.�_.. Accunmlaliuus of feed residues
Iteduce moisture accummlalion within and
around immediate perinlcler ill' Iced storage
areas by iusurial; drainage away 1'1onl silc
and/or providing adcquale containment N.R.—
covered hio for brewer's grain and similar hild1
Illoislore graill ploilllcls).
n
Inspect for uuld remove or break up acclnuulated
solids in filler strips around Iced slnrage as
needed.
t
c....;r: r,•artices
APllt' - I'lovenlber 11, 1996, Page 1

Source
Cause -
OMPs to Millinlixe Odor Site Slixcific Practices
Fail ui[haiopilses al
• Agitation during wastewater
ExIcad discharge point of pipcs midenicath
lagooli
conveyance,
lagoon liquid level
l_agutili 5ilrf:l[ c]
Volatile gas emissions;
)K
Proper lagoon liquid capacity;
• fliologlcal mixing-,-
)K
Correct lagoon startup Procedures; �
• Agilation
n
Miniidum surface area-to-volimic ratio;
. `R Minimum agitation w1,en.Ptlrnping;
-Mechanical aeration;
' .. 0.- (-1 1'r[sYCn Vl[�ul�lLu� uu�uuYw
ll I i4aliur► spriul l�r l ligh pressilre agitating); lrrigalc nil dry clays will, little or no wind-
nuul. Wind drift n Minituuul recoinmen(led operating Pressure;
n Pump intake near lagnon liquid surLlcc;
n i'timp from stcond-stage iagona
Niulat-4 tall,: <<r ha,iil
•
.Partial microbial decomposition;
n
Itnunin or niiillevet inading;
Uill I;IL[:
Mixing while filling;
n
t'lul1: covers;
•
Agitation when emPlying
n
nasin surface mats of solids;
i + ,
n
Proven biological ndililives or oxidanis
5[alluy; bean sni 1.-1Ce
Partial inicrobial decomposition;
r_1
RXIC1111 drainpipe nullels Ilnderue:ah hittlid
•
Mixing yl,ile filling;
level;
•
Agitation when emplying
n
Remove setlled solids regiilaily
himimc, sherry ar sludge
•
Agitation when spreading;
1-1
Soil injcclion of slurry/sludgcs;
sPreadcr 111111cls
•
Volatile gas emissions
n
Wash residual manure from spreader after use;
.r,
f_7
Proven biological additives or oxiillmis
I tllcoverell ntannre,
•
Volatile Sus emissions while
C7
Suil ig)jeclion of sherry/sludgcs
slurry or slmhe un Iicld
drying
n
Sail lncorporation within 48 lirs.;
Sill laces
f_l
Spread in thin unifimn layers for rapid drying;
.,. ,,
n-
Proven biological additives or uxidanis
r uild allirllillh
&
CikMISS (ldeotllpoSitioll
Proper disposhion of carcasses
Il.:;,L1 auilual di�pus;Il
0
Carcass decomposilimi
n
Cosuplele covering of carcasses in burial pits;
I[il'
ti't=': 4v i - �•' E. r-',,' L..
n
Proper Inc;llionlconslnsction al'dispnsill pits
Ill�:in�I:�Irn
•
111complele cllniblistlnll
n
Secondary stack 1►urucrs
Atyl[1[: - eJuvember 11, 1996, ['age 4

Swine Farm Waste Management Odor Control Checklist
- - 111111's l0 111hllullee ndul 5ilc Specific Pl.ilclices
�nlll't a cause —
swine l llc
rodliol Vegetative or wooded hollers;
I ,
n 11cconinlended best nlanage"►ent praclices;
Good judgment and col""ton sense
�ninl.,l holy slit fat c�
511-ty n►anure-covered t,niwnls
l�,
try Moors
—I tool su11 1ct
Wcl n►iuuue-covered floors
Slotted floors;
Walcrers located over slolled floors;
n
rectlers at high end of solid (lours;
n
Scrapc manure buildup fro"1 floors;
n
Underfloor venlilatio" for drying
r.l,uluic t 1i1k1 ii„n pity
• urine;
}`
fretl"ent loatlnrc IcIllovill by 11101, pit lechilrl;l:,
• 1liotial Microbial decompnsilion
or scrape;
n
I Inderllnor ventilalion
VCIII IIdIlU11 �:�ti, 11:1 Idll�
• Vlllillil,: hilses;
hill Illallllellance;
Dust
lifliefeul air movement
1011010 slit 1i11 c� - ---
Ilosl
Washdown between groups of aninulls;
n
Fecd addilives;
n
Feeder covers;
Feed delivery tlt11v I1S1 ool cKlendels 11, It:l'tlel
covers
Agitation of recycled lagoon
n
Blush lank covers;
litluid while lanky are filling
n
Extend fill lines to near hommi nl'lanl:s with
anli-siphon vents
I foal .111 — --
Agitation during waslewatcr
n
I luderfloor Ilosh wilt undcilloor veolilillion
conveyance
'—
I'il 11.11t;c 1111i11h
• Agitation of recycled lagoon
i
lixtenll recharge lilies to near I,nllun, of pill
lltlllid while Ails are filling
Willi ailll-sipholl VeIlls
--
I.ifl0
Agitation during sump tank
n
Sump lank covers
filling and drawdown
I lolsille illilin t:nllctaio"
Agitation during waslewiller
n
(lox covers
of lont:liou l,o>,t:;
conVI!yance
AAII l(: - I lovculbt:r It. 1946, Page 3

Sllisrcu Cuuac MIN in IWinhaite odul- Sile S_liccific Pructim
Slim, ing w.slcr aruiitul a Improper drainage; Grade and landscape such diet water slraias
fdcihliLl a Microbial decomposition of away from facilities
organic matter -
1.Llnurc lriiLled unto 6 Poorly maiulainCd access roads Fanu access road mainlenauce
tlulllic tuslla liuui I:uut
i
41C1 31i
Aildiilousl [nfunn+Ilion : •a: --. Avail�illlC I�rnm
.10111 M.nilirl. NhIlkill;,3110a0 ; 02001ttilefflMP Packet I, Cunuly li_alunsion Cenler
Swinc IIrothiclitill Farm I'mcnlial ndOr SOnrCCS gild ItCnlCdICS ;' FDAR Fact Sheol NCSI1 - RAI:
S.viuc 1'isllhsclluil Facility Mikoure Managmunl: Pit Recharge - Lagnon Treatment, FI1AG 128-88 NCSI I - IIAli
Swim: Prsllluclintt Facilily Mtusuirc Management: Underfloor Flush - Lagoon Treatment ; FBAF 129-88 NCSI I - BA1:
Lagnnn design au11 MultagtnlCni for Livestock Manore Trcalment and Storage ; VIIAR 103-83 NCS11 - IIAI:
I'alihratiun of Maniac and Wasiuwaler Application Equipiticul ; Ia1AF Fact Sheol _ NCSI 1 - IIA1:
!'towr+piing Odors fium Swinc llisililings ; 11111-33 NCSt l - Swi11C Fxtelisiuii
liuvinlnmuuini Ab�ltirunCc llrnCruiss ; 1411PC Maltuul NC Pmk 111iSllllcurs Assoc
[llllianls for Munagiug rhlar ; u ralinrt from ilia Swino Odor Task Porcc NMI Agri Commumiicistislus
`t'Ittizi ncls Comeurivi in Aiiimill M111111re Maauguinem: Odnrs tuld hlius ; 111tO107. 1995 C11111ereitce 1lrOCCCI roes 1:111 1.1 t'nnperalive Extension
Ahtl IC - I lowcm1lui 11, 1996, Pale S

IN-Iortaiity Management -Methods
(check which me:hod(s) are being implemented)
Burial three fee! beneath the surface of the ground within 2- hours after
knowledee of the death. The burial must be at least :pQ fee: from anv tlowinQ
stream or public body of wate:. -
Rendenne at a rendering plant licensed under G.S. 106-163.7 flc:b-J Ul'O cLk WiIt DQ p4�d
in 0. dkJ cGAtirwr OQ,%8
Complete incineration CoGcW b� +c.c k
In the case of dead poultry only. piac,ng in a disposal pit of a size and design
approved by the Department of ?�snculture -
Ci Anv method which, in the professional opinion of the State Veterinarian would
make -possible the salvage of part of a dead anirnai's value «uncut endangering
human or animal health.- (Written approval of the State Ve;e;ina,r an must be
attached)
-Q..

United States Naturl
Cepartment cf Rescurcas
Agriculture Conservaticn
�1 Service
WAS �LI-4AGZ,,9 I F AC3-Ti-Y SiTy EV aI.U�,1ZaN
GZ:,f-, %LLtieOR..,LT1OaN
NA-%fz
OS RE fce(4
f-la�- r GO1)K Y
r�=�vc•rt: sI
ci (D a� a ► � T
oPs.�..rov
LOCa?IO[Y DATA 6roi- Zhanls5ou
OD(�C�FT.
OTo%-rcc3Y?Q
DIS:A1RGJt.
��� flan i S4p'
IS ST '�T'i I00--�.R 7--CC O ?L'.L`l?
If yes, MRCS cannot provide amistanm
IS SaT I.= ;3'I' 100 F;.:30Jd A
If ao, site must be relocated.
LS Sr'"' `_=4 1 `�'O G;t,D[C^CN CF A 1�+ s out required.
If yes, landowner should consult with local zoning oaornv=L
permits. Permits must be obtained prior :o design . .
ARE 4 CO'1 " CC''OY 'AR'--j ..og yianual and follow paiicr.
If yea, see ?art c03 of the National Fagne-.
(Caoies of mass or other referenr_ materials may be attached to site
CYltuaaau
SI "E rIVOL'lE CI�.aRI+`IG WCADLa.YD CR.aa`rY $^ROP c�or Ce::ified
If yes, productr mtut comple.t Form ilRCs-C='- "
Wetland Determiastiou/DcrwaIIon}
III:. AC— R=..SULT LY SWAMPBLTM
NC-CP,a-1 i
t .S NO
NO v
�,/
Y'FS ;IO
Y 3 L / 1[0
YES _ NO V
IF'NE,I�;WS ARENVOL'IED. T:� x;ISMQ,t, I OFT:?QODL' TO CONTACT TdEUS .�R:.fY CORIP CF
GurEr-�S?t`[DIiiEDIVISIONOFM4=0;41.IM
i:`iNTA-�{,;.�IaGn' `rii0DE;0.3.1fl`tEIF? Q'iS.aRR3FQL'LZeD.
E W�;NDS APE INVOLVED- T'c$ ?gOCLC.3 SnCLZD NOT �. : x;R,�,YY LavD La a A'NFiLaYD DELLYFaiaON
IF
IS %=F
following cundltic=
MRCS will provide technical zssistanct in a will D�s,O°ly umder den eonly if the functions and ovalues lost are fully
inciwions less than one acre is size, 'no
mitigated. For ascuni wetlands ;reatez than one ac:e in size, !RCS will ptvvide assistance only after a
minimization
rigorous sequencing process to include aroidancr, zation of imparts, and compensatory mitigation is
.a. - nr nre'erence.
Crrr;eQ OUC lu tL.i• v - -
ODOR COt`R'aOL /
3?S OCCR COYTROL �E'`t DISC SSE7 tt r.7: CC(:C=R: : _S ✓ ;:O
l/
C F—c[E C.;P.;C77, :
. CIE:
(:S^.'G C-CCD SCLNO ti t
CF ., ;,--

0
NC-CPA-9 t
REV. t, 246
PaQa 7
OMER I;YviRON}tLyrAL FALTom /-
IS c.YDAZNCMRED AVMOR irMEATEYED SPECMS HABITAT FRSSZN-r Y"rS NO {/
iS A 0ESIGNATM .4A-, L 'tAL SC=YIC AR —E -k L%IC.UD ED LN TiM ?LvY.ND G ARE A OR /
WILL P"VNED ACTIONS I%IFAC ON .�.Y ADJAC . NA i -ILAL SC =N7C ARE;,? YES � NO (/
LS AN ARC:iAEOLOGTCAL OR IIISi OR.C.;L Sfi:' LCCATE'D C4 THE ?L ;.WED ARc:? YES � NO
ARE T H R.E ?RL M K,MQG E. 77ATE OR : CC.U.:.Y M1?0RT--QqT FA;V.ILi.`MS LV : nc to .RATI; IVO f�
OPSG VNIn —
WILT- 77M AC 7 SON .RESULT LEI 50 DBL S sti'G? YES NO
If the an wer to any of the above Is yes, YIZCS will aoc provide tethniczl �'—
sssisuttce'jnless ageac-, policy is faiioweci.
DOES MOD[;CM OWN ENOUGH LAND TO MOPERU! LAND APPLY ALL WASi"a YFS ✓ YO
DMLLMLYG SLUDG'r. ALT-HOt;GH SLUDGZ tiL Vf ONLY BE APPLIED LYF.•LcQLr~ Ii-i; ?
IF NO. DOES ?R0DL'CE3 RAVE ACCESS TO .IORY LAND? YES • � NO
IF LAND iS NGT OWNED BY MODLCE . C.;:V ?RCDL;C`RR GE. AGR F 0M ON LAND YES NO
ON'74NMC i TO APPLY WASH?
(Attach Waste UdU=tlon Plan to sita evaivatiam)
SOQ, I<iV=GATiOIY - VALID ONLY IF SOIL UIVESTIGATIOY
STET ATTACMM
/
IS SOIL SUIT-keLS FORLAGCCN?
YF..S ✓
,t0
is A LYc.3 R. QUIIL.D7
YES
NO
Tf°r OF L'VE33TO HE L'SEJ:
CLAY EE`ITONTTc Firis:►C
IF CLAY L-r.NM IS TO BE L'SM, IS SUrTABLY C•.aY AV ULABL- ON
YES
NO _.
SI,e,7•-
IFCL%Yis'NOT AVAmABLrONSam xEsL;NCOWVE. gAvE
Y s
NO
ACCESS TO CLAY7
IS A C0Rr i RC-lC.ti $EQUII M7
r..S
'io 1!
(A=ch socil inymdihdon shett to site evaluation.)
IS SUBSL'RFACr D RALV Rr i-v P.RfSE: Ti7
YES—
NO
(byes, the mttst be removed or plugged
SITZ.PP4GVE1* YE,See ...;IO_--c0IDrr-,cM
THIS SiT DIVES i7 aAmoN IS vdim fa it YtLYE lI0..fMS 'r30I Tla DA—,z SHOWN BELOW. IF C0; iM. Uc;;OY
H.;S `OT 3EEN; STA.QT a IN TZircLfJT�:.IC%rT:iS.NNEW Sri z ^N"e—,7GAi �DY WILL 3E RZQti-aaD.
SiGTdATt,RS// DA,_
v C`an-czz in the'.cc_l cr smic !a-.v ar crs:.?cs :a to sta d rt; Mlid I .ai:c s :cv :ice- :nve:ti__um
N

sRP,-7
Grower: MURPHY FAMILY FARMS
Designed By:
RPB
Address: P.O. BOX 759
Checked By:
RMM
ROSE HILL, NC 28458
Date:
06/12/97
Coun BLADEN
Sheet 1 of 7
ANAEROBIC
WASTE LAGOON DESIGN
-
'
FARM INFORMATION
Farm ula ation:
.�
Nursery: -------------------
0
w
u
rT
IC"
Finishing: -------------------
7344 Hd.
s
Z
Farrow to weanling:-----------------
0
:i
Farrow to feeder: __----------
_____
0
rn
Farrow to finish: -------------------
Lij
0
`°
Boars: -------____
-- �
,�
c
0
Storage Period:
iL
180 Days
25 Yr. / 24 Hr Storm Event •---------------
7.5 In.
"Heavy Rain" Factor
�
7.5 in.
Rainfall in Excess of Evaporation
7.0 In.
Additional Water Usage:
0
Additional Drainage Area. ---- --
--- ------ ----
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ------------ N
Does Operator Want Emergency Spillway?
REQUIRED!!!I!!! N
Is This Design for an Existing Farm?
(YIN) ------------" N
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------ N
Seasonal High Water Table Elev:-----------------
_
Freeboard: --------- ______
Emergency Spillway Flow Depth:
Top of Storm / Spillway Buffer:
Side Slopes:
Inside Top Length: ;..'
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation: _________�____
Start Pump Elevation:
Stop Pump Elevation: ..................
_LAGOON VOLUME REQUIRED -
Storm Stor =
Temporary =
Permanent
Total Volume =
333000 (Cu.Ft.)
661873 (Cu.Ft.)
1239300 Cu.Ft.
2,134,173 (Cu.Ft.)
87.05 Ft.
1.0 Ft.
0.3 Ft.
0.5 Ft.
3 :1 (H:V)
720.0 Ft.
370.0 Ft.
92.25 Ft.
81.05 Ft.
89.45 Ft.
87.05 Ft.
DESIGN L MES % REQ'D.
379,103 (Cu.Ft.) 113.84%
678,652 (Cu.Ft.) 102.99%
1,291,986 Cu.Ft. 104.25%
2,249,742 (Cu.Ft.) 105.42%
Lagoon Surface Area: (Inside TOO)-------------------
266,400 S.F.
(r)

Grower: MURPHY FAMILY FARMS
Designed By:
RPB
Address: P.O. BOX 759
Checked By:
RMM
ROSE HILL,
NC 28458
Date:
06/11/97
County: BLADEN
Sheet 2 of 7
LAGOON STAGE -AREA
ACTUAL DESIGN
VOLUMES
Contour
VOLUME CALCULATIONS
Inm
Elevation (FT.)
81.05
Area (SF)
197,668
V L (Cu. FT.)
82.00
203,147
190,387
190,387
83.00
208,985
. ',: 206,066
396,453
84.00
214,895
211,940
608,394
85.00
220,877
217,886
826,280
86.00
226,931 .
223,904
1,050,184
87.00
233,057
229,994
1,280,178
88.00
239,255
236,156
1,516,335
89.00' "
245,525
242,390
1,758,725
90.00
251,867
248,696
2,007,421
91.00
258,281
255,074
2,262,495
92.00
264,767
261,524
2,524,020
92.25
266,400
66,396
2,590,416
These volumes were calculated -using
the vertical avera a end area method.
TOTAL REQD VOLUM
2,134,173
CF
CUMULATIVE
VOL.
ZONE VO
105.42%
END PUMP = = = = >
87.05
FT
1,291,986 CF
TR'MT
1,291,986
104.25%
START PUMP = = = >
89.45
FT
1,870,638 CF
TEMP
578,652
102.99%4
MAX STORAGE = = >
90.95
FT
2,249,742 CF
STOR
379,103
113.84%,

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 06/11/97
County: BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
IlAnimal Type Capacity * ALW * (cu-ft./lb) = Totall
Nursery
0
30
1.00
0
Finishing
7,344
135
1.00
991,440
Farrow to weanling
0
433
0.67
0
Farrow to feeder
..0�
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment volume (cu. tt.)= 991,440
Sludge Storage Volume:
Animal Type ;ity ALW cu.ft./lb = Tota
'Nursery
0
30
0.25
0
Finishin
7,344
135
0.25
247,860
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
1 400
0.125
0
Total Requires sluage Storage volume (cu. tt.)= 247,560
Tem op rilry_$kgtage Volume:
Manure Production:
Animal Type Ca aci * Sto. Period* als/Hd.lda
= Total
Nursery,..,'
0
180
0.30
0
Finishin .
7,344
180
1.40
1,850,688
Farrow to weanlin
0
180
4.30
0
Farrow to,feeder
0
180
4.50
0
Farrow to finish
01
1801
13.501
0
Boars
01
11801
4.00
0
Total Manure Production (gals.)= 1,850,688
Total Manure Production (cu.ft.)= 247,418
Excess Fresh Water:
Animal Type Capa * Sto. Period*
(qals/Ha./dayl
= Total
Nurse
0
180
0.20
0
Finishin
7,344
180
0.90
1,189,728
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.501
0
Boars
0
180
2.70
1 0
Total
Fresh Water
Excess (aals.)=
1.189.728
Total Fresh Water Excess (cu.ft.)= 159,055

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 4 of 7
iA.. .M ..: .IT5740•� .
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 112in.lft
Vol.= (266400 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 155,400
Storm Storage: , ;
Val.=(Lagoon Surf. Area + Addt'I drainage Area) * 25Yr.124Hr. Storm(in)1 121n./ft.
Vol.= (266400 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 166,500
"Heavy Rain" Storage:
Vol:=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in)1 12in.lft.
Vol.= (266400 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 166,500
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain") = 333,000 (CU.FT)
Total Req'ulred Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 561,873 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
N
TOTAL REQUIRED VOLUME = 2134173 (CU.FT.)

urower: MUKVMY I-AMILY I-AKMb uesignea by: KVb
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------- ----
92.25
FT.
Emergency Spillway Crest Elevatio w-----------------
90.95
FT.
Top of 25 yr/24 hr Storm Storage ------------; ; --
90.95
FT.
Top of "Heavy Rain" Storage-------------=-z---
90.12
FT.
Start Pump Elevation -----
89.45
FT.
End Pump Elevation
87.05
FT.
Top of Sludge Storage -- - ---------
82.28
FT.
Seasonal High Watertable Elev. — ------
86.00
FT.
Finished Bottom Elevation -------------------
81.05
FT.
Inside Top rength _-------------------
720.00
FT.
Inside Top Width ---------- ----- ----
370.00
FT.
Side Slopes --------- ---------
3:
H:V
Lagoon Surface Area
266,400
SF
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period ------- ------------
180
Days
TOTAL DESIGN VOLUME = 2249742 (CU.FT.)
Treatment / Sludge Storage Zone Depth -------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.4 FT.
_Freeboard_/ Storm Storage Zone Depth --------- 2.8 FT.
Total Lagoon Depth 11.2 FT.

Grower: MURPHY FAMILY FARMS Design RPB
Address: P.O. BOX 759 Checke RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 6 of 7
I
1
1
STRT PMP EL.= 89.45
END PMP EL. = 87.05
ZONE ELEVATIONS
TOP OF DIKE ELEV = 92.25
1 1
1 TOP OF STORM ELEV = 90:95 ! 1
1 TOP OF HEAVY RAIN ELEV = 90.12 !
1 1
1 TOP OF TEMP STORAGE ELEV = 89.45 1
1 TOP OF TREAT ELEV = 87.05 1 SHWT = 86.00
1 - /
1 !
1 TOP OF SLUDGE ELEV = 82.28 1
1 !
FINISHED BOTTOM ELEV = 81.05

Grower: MURPHY FAMILY FARMS Designed By: RP8
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
County: BLADEN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
y9 ;
NOTE: See attached Waste Utilization Plan ,���C.•'..��Stp��;•; �•,
sa SEAL
DESIGNED:A�10-444 s 0 ell
ti 17147
i
DATE: /! �'••,RRr •M.•M��.
COMMENTS

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
Using this outline as guidance,'you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format: ',:'L
1. Stop the release of wastes. pepending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a.tamporary diversion or berm to contain the waste on the field
incorporatA waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DEM regional office, at 919-486-1541
after hours, emergency number:- 910-733-3942. Your phone call should
include: your name, facility, .telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or'enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862.4591 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with Wease of wastes from happening again.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 - 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541
e

CjKUVVtK: MUKVNY FAMILY t-AKM7 ULZOU IW bY: KY'ts
ADDRESS: P.O. BOX 759 . CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. 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 be
thoroughly loosened prior to placing the first lift of fill material to get a good bond.
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown 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 material may 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 shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL_ REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet id; Height with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction* of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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.
c.
A 40 mil HDPE liner shall be fumished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by GSE
Inc. or owner approved equivilant.

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY: RMM
DATE: 06/11 /97
SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated 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 material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
An observation trench;shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
OPERATION A D MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess,fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 yeai rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of waistewater is recognized as an acceptable method of disposal.
Methods of application)nclude solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
1.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging 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. The plan recommends
sampling and testing of waste before land application.

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 89.45 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 87.05. This temporary storage, less 25 year 124 hour storm,
contains 578652 cubic feet or 4328317 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
. r �• l
i
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural R sources, Division of Environmental Management,
has the responsibility or enforcing this law.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 1
ACREAGE TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES:, SEPTEMBER 1 TO NOVEMBER 30
r FEBRUARY 1 TO MARCH 30
300 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA! BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
`� I
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALESIACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTABLISHED

.Jur!_12-97 08:56A K'imley--Horn / Wilmington 910 792 0277 P.02

Animal Waste ManVig4mgnt Plan Certif ca on �S
(Plcasatype or print all information that does not require a"signature)JUN 16 Igg7
t
-6
or or- 'Expanded (please circle one) - >FAVETTEViL.LE
General Information:
r4,
Rc' "• • •—
1
Name of Farm:
Facility No: -
Owner(s) Name: MU- * -/ �
�� Farr ;
Phone No: q `a, l 1 1
;=
C. cro 5
Mailina Address: Q x� �
1
R(c1: N; i N
g
Farin Location:
County Farm is located in:
F.) c L n
_
m M
Latitude and Longitude:
/
r7l
Please attach a copy of a county road map with location identified and describe
below (Be specific: roa
names, directions, milepost, etc.):
u
Ln
Operation Desgription:
Tipe of Stirine Na. of Animals
M Wean to Feeder
'R Feeder to Finish t �i1
:1 Farrow to Wean
D Farrow to Feeder
7 Farrow to Finish
Tipe of Poultry No. of Aninwis Type of Cattle No. of Animals
D Layer ❑ Dairy
* Pullets ❑ Beef
Other Type of Livestock: Number of Animals:
Expanding Operation Only .
Previous Design Capacity: 5.1 =
Total Design Ca ocit .
Acreage Available for Application: Required Acreage: Ly
Number of Lagoons I Storage Ponds : Total CaprNg"
- ? S y ' Cubic Feet (ft-J,
..Are subsurface drains presenj on the farm: YES or (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner 1 Manager Agreement
1(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 anidW
waste from the storage or application system to surface waters of the state either directly through a man -shade conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. 1 (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a tcchntcal
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires %%iiuen notification to DF-M or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Oar
Signature:]
Da
Name of lllakaKr(if different from owner): "
Signature: Date:
AAVC -- January 1. 1997
1

Technical Specialist Certification
1 As a technical specialist designated by 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 (DEA\1) as specified in 15A NCAC. 2H.0217 and the USDA -Natural Resources
Conservation Set -vice (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and I5A 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 parts for which they are technically competent.
Il. 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.
x New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection s�J�qwt'vj;agoons and
ponds, have been designed to meet or exceed the minimum standards and specifiAQP?,AXP._+I,,_
Name of Technical Specialist (Please Print): Neal Tucker
Affiliation: Myr
IftFamily Farms = <
Address (Agen y): . O. x 759 Rose Mill NC 28458 Phone No.: 91 28 --64 t. 4 17
Signature: Date: G
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for �A It chosen
crop is suitable for waste management; hydraulic and nutrient loading rates. +I+I t 1011
Name of Technical Specialist
Affiliation: Kimle - Horn S
Address (Agene �'Bo
Signature:
(Please Print): Robert M. Miller, PE
C) Runoff Controls from Exterior Lots
Check the appropriate ber
%:
IN
111111111+1,+I+
.,
_ SEAL
r
i
• 171.47 =
y•�,' FNGi iVNA6.1 '4' •'
Facility without exterior lots (SD or WUP or RC) '•,BFRr ••••''M����,••,
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use arFj*%huva bpfn designed in
accordance with technical standards developed by NRCS. 'SO, 1A CAR
Name of Technical Specialist (Please Print): . Neal Tucker PE Of£5'tp� I'
Affiliation: Murphy FamilyFarms _ a 9<
Address (Agency) P.0 ox 759 Rose Hill NC 28458 Phone N .: 0 89 e x t 9 71:7
Signature: _ Date: G l3
''341£r�.�' Q•
46 Phone o.: (919)677-
Date: 6 3A9--�-
AWC -- April 24, 1996

D) Application and Handling Equipment
Check the appropriate bo r
❑ Existing or expanding facility with existing waste application equipment (WUP or I)
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 applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
New ex anded or existing facility without existing waste application equil2ment for
srpay irrigation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary
to accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either -the specified hydraulic or nutrient loading rates; a
schedule for timing of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, panded, or existing facility without existing waste application equipment for
landspreading, not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste asMAed
r� cmy) Jq
accommodate the waste management plan; (proposed application equipment can cover t CA�,�f'',,
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rate • ,t- �•.,
for timing of applicctions has been established; required buffers can be maintained; calibrationj e is$1�,,
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation: himle - Horn & Associates Inc
Address (Agen P Sox 3068 Raleigh, N
Signature:
6 Phone No
Date:
SEAL
7147 r'
E) Odor Control, -Insect Control, Mortality Management and Emergency Action Plan (SD,
SI,WUP. RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Chec,klist, a Mortality Management Checklist and an Emergency action Plan. Sources of
both ordors and infects 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 �et� 'I hYArin
the waste management plan. Both the ,Mortality Management Plan and Emergency Acticn't`O .,
complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): . Neal Tucker PE 4
Affiliation: Murphy Family Farms =
Address (Agen y): O.R& 75 Rose ill NC 28458 Phone N 9 0 289-6 9 NO. 717
Signature: Date: 6LV,72 Flit -
Written Notice of New or Expanding Swine Farm "', AL r,,,,,� ,11-
011
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, I99G. if the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that I (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 `'CGS I06-805. A copy of the notice and a list of the property owners notified
is attached.
Name of Land Owner: Murphy Family Farms_
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- April 24. 1996

D). Application and Handling Equipment
Check the appropriate box '
O Existing or expandigg-facility with exiaing waste appfflcation a u' e t (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design chars 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 applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New. expanded. or existing facility witrou"e isting- wage ape 'ca 'gl) eguipmeent for spray.
lID.p-ation' (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 tithing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan).
I� New. expanded. or existing facility without existing WAste_applic _n_equipment fo and
spr-eadin,--not using spmy irTigation.(WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can Fandaadjustment
the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading schedule for timing of
applications has been established; required buffers can be maintained; calibra ' guidance are
contained as part of the plan
Name of Technical Specialist (Please
Affiliation:_._ k 1k ?Li - NQ,,J_ �r•a
Address(Agency)• • Q.
Signature: �xl _-
E)
The waste management plan for this facility int
Checklist, a Mortality Management Checklist
have been evaluated �vhh respect to this
lrl
Management Practices to Control Insects We
Mortality Management Plan and the Em9rijew,
Name of Technical Specialist
Affiliation: k-irn1N- i-�r►u
Signature:
hone No.. I q 6 � I - tn- 0 '
ndEmergency Action -Plan -(SD.
LdBcst
M t Odor Control Checklist, an Insect -Control
ency A Ian. Sources of both odors and insects
anagem es to Minimize Odors and Best
and included ' th management plan. Both the
re complete be imp ed by this facility.
S
fuc 2�Ki6-
F) Written Not' a oPNew o' Expanding wi e a
The following slgwgfure 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 June 21,1996, when «-as It constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, strect, 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.
Dame of Land Ow
t
Signature:
Date:
Name of AlaWa&f(if different from owner): "
Signature Date•
AWC -- January 1,1997 3

United Mates Natural
Decartment Cf Rescurc3s AgriCulture CGnsa:vaticn
ye Lice
W.aS,'s. Nf, . AGZ'.NM`CT F_s.C71= SIZy: EV.-kLUATjC,Y
[ae..` 4KALL L(FORUATION
N,Q-(E ,LSD ImC ` LCC.y71 ON
TZU?HC�F'c 1Ci ~�Z5 c i SIZ: QP°R::,O`l ?� j
LOCkTICS DATA 14n vo3
0=""'4CS r z01('tEAR-Cs RrSIEE`tCs NOT 0W?i=') BY ?ROC(:C= � FT.
�
01riANCE FROM NEA3-c7i 7L'3L:C FAC=X7.' (sc?-OQL=b--61. ex-)
�rgcti"•-T�an
tS ST'kr-':Mf tao-� AR F-f cc0 ?f_�r?
If yes, MRCS c=noc provide assistant_
iS 5r aT LS-AST :aa Fr. -4ONs A. "3LLi L r-qZ' ?S: �tiZ- S . I'&V,(
If na, site must be rtloct.ed.
--
LS a"Iia
i0 ✓
If yes, Iandowner should cowult with focal .owing bawd about :tauired
PetZt ki. ?:waits tntut be obtained prior :o design approval.
AM u ii 1-MEZ rl CON ,RUC:iCN AME-
If yea, see ?art _'03 of the Yational s,2 &c—._=g 3fnnusi brad follow poiicy.
(CaQies of maps or other reference materials may be attacred to site
eraivarion.)
'
WML SI ice.'--NCL'!E Cf-v kMG WC400"ND CRAP NCN1RCPia.W7
If Yes, produc:r must complete Form inCS-C_'-- 33 (Requejt ,'ar Ce-filed
Wetland Determinsdoa/Deiineationj
WZL'..1C TC,IMei.Z.TIYSWA:,LPSL7,'Z(Gl Y.S�� NO ✓
T-WE-iLaNDS AR~ IAfVCt:TM. PI' iS T:a RRS?CNS:SM ! OF T:M ?RCDL'C-%-.t TG C'J'+YT C T`.z0: US rtR`.C.' C.^R.° CF
�GNu - U AND THE DMIZON OF UMC`1tiM`TAL ti"NAGr�`� ;C OEit�.tiMfE ¢? R;,. ,fir ��L��
IF'WEMA DS AR8 INVOLVED. T"a ?RCC[:� SHCVL0 \4T CLZ R.�.VY Z_kn V. , A'N IM-S fD p REW-ai3ON
M yi toE
MRCS sill Provide tecbnical assistants in wetlands only under the roitowing canditioas, Isar natural wetland
tncluti6ps less than one acre in sire, .nCS will provide assistant ooi�v if :he funs: bat bad valurs lost art fully
mitigated. For natural wetlands ;renter than one acre in si:r, MRCS aril] provide assistance oniv after a
rigorous sequencing pracsas to include avoidance. minimi=tion of itnpac-a, and comoensatory mitig1rian is
car-ieii out in cunt order oivreferesce.
CDC RC0 r.iOL
;i.-5 gCCRC'J.`P'i".�Ot3E.�..f7ISC'SSc '�alTi.:?�CCL;C=...
• ?O=CC�I��:.:n' ;vL`fD DID="CN7 r%
• 70: G:{a.�GC�O L�GCO�('.1::?: S�i'.v.,".. 70 A ' '1 _ •/ :C
OF : HE C;?.;C. i . .
j ::Sk •G GCCD SCL:1I7
CF ii ;4.

NC -CPA- i
F,=•/. 1. 2-c-E
P^r-a 7
OT3ER Z VIROW.IE` TAL FACT ORS
IS END ANGE3E0 AVD/OR i n'ZE.ai cVE0 S?ECas HABr 7AT ?R`SZN �S _ NO
IS A DESiGNA D 4Xj u�ti .%L SC VIC AR a D;C- L7DED IN 1:� ?! a.Yvi1;G .aRc.� OR /
KANNED AC 1CNS L%t?.A.0 7 CN A.V A.0JACrYT ` Ai URAL. SC � tC .a.;? NO
IS AN ARC Ur-CLCGICAL OR .t- OIUC.;L Slit LOCATED L1 : rIE YES -_ `O
ARE T'r ERE ?RD, E. LtiZQLZ S : Air. OR LCC.;. LZ 1'.%LPCR-. AN FA2-MLyNDS C1- ! S NO
OPEC; L (G WLi?
'WM' TH'-T AC:.ON R.ML7 LY SODBL:S7'-.N'G7 YZS _ NO -�
If the answer to anv of the above is yes, `iRCS :rill aoc provide tecbnir-i
assistance unless -2eacv joticr is ,'allowed.
W 5 E N"1IACZIALIiT
DCES ?RCDCCM ours L CUGH T AND TO ?RCPEU7;r LA -ND APP Y .atT.'WAS-1 Z Y S No
INCLUDLYG SLLT.C-c, AL.TdCUGH SLUDCE LfAY ONLY BE .V?'= r. °QL-E i Y?
IF NO. DOES ?RCDCCER HAVE E ACC SS TO %fCRE L-.VM? N�
IF :-A-ND IS NOT OWNED By ?RCDL:C C. _V ?RCDCCER GE AGREElff-N t ON r_A."D YES NO
(Arad Waste Ut =cion?!an to site evaluation.)
SOIL LYVF.S:ICAiiOY - V.aL.ID ONLY it SOIL LVYF57IcaiiOY
SHE.-:. A; JAC=
IS SCIL SLTi ABLE FOR L�,G%CN?
is A L.'` c.-Z REQT-=. 7
TYPE OF TO HELSE 7:
IF CLAY I-ZiM IS TO HE USED. IS SLTI'.;.HLL CL.kY AVAILkBL ° CN
Ste?
IF CIAY IS NOT AVAIL+B iLE ON SI%.:., I;C ES -*mc Wi,-r.R ,Lab c
ACCESS TO CLAY7
IS A CORE T:Z"VC:i R_rQt,- D7
(Attach sail investigation sheet to site eraivadom)
IS zWURF- Ccz DRAL`1 in. ?--R—rs rI?
(If yes, the must be removed or plugged)
S=z APPRO'
YES � NO
Y:j V NO
CLaY _HEN tONr,- _ Sri n i C
YES _ No
YES _ NO
YES _ v0
rs — NO
Y-3 "'- NO _
T-rDS SI'i2 D VES-MATION IS VAL'D FOR ' 1`i'!H ` CNi'.:S FRCM 71HTE DA%. SF0%VN BELOW. IF CONSizUC : �C;1
FL-ks NOT HEz 1 S T y.Q: ='.4'Fq:yV -�tC i S. A ; lE V S'i:...^.� � i
AiGA i SON `W L BE ZeQL.I
}r u" 1
C"-I z-cz in L`:e !CC--i cr strce !c'.v or _c: dar-- .cuid : e a rt.

Swine Farm Waste Management Odor Control Checklist
Source: Cause 111 IPS id) illhlilllize tutor Site Specific i'raeures
a swine: production pi Vegetative or wooded buffers;
n Recommended best managealcill practices;
Pt rondindg menl and common sense
Allilu.Yl III),ly snl file -cm 0 f)irly nlarlura-covered anillulls I>r Dry floors
We:[ mallilre-coverell floors Slotted lluors;
PS Waterers totaled over slotted floors;
n Feeders at high cud of solid floors;
Cl Scrape manure buildup from floors;
F1 Ihulcrfloor vemilalion for drying
I'l.iltllte t 1111.:U•iuil glil-. + I hilie. A Ficillicllt 111allure IcI1lov"11 by IIIISII. pit leellair.c,
• hil li:d IlliCrillli;ll decnmpnsitillll or scrape;
- - _, - n I lnilcrlloor ventilclt'Inn
.. Vcnill.Il l,lll C\h;m-,1 I.,W, • V111461e: 9115CS;
- t)ust
In,b„a su1
• I111s1
• Agitalion ofeecycllal lagonn
Iilgllill while links are: tilling;
A Fall limitllelumcc;
'" I.111eienl Mr movement
Pq Washdnwil helwee ll grunps of animals;
fl FCClf additives;
fl Feeder covers;
14 Feed delivery Ilnwmspnut Cx1cnllcls III fel:d,:r
covers
n Fllinh lank cuve:rs;
Cl Exlcull fill lilies to near bniltllal of l:ulk wild
anti -siphon venis
III -Al .Ill.:ys - -` ._
Agitalion during wasleavater
n
I imia -mim mish wiih nndc, nimr venlitalism
conveyance:
['it I.:e 11.111.,: 11,Ii111'.
• Agitation Af recycled lilgnme
I_xle1141 lecllluge: lineY to hear llallll•I11 Ill 11ils ^—
hiluid while pits ure: lilting;
with luili-siphon ve llis
^I.ili
Ag;ilalion during stimp Iatik
n
S1unp lunl; covers --
filling; and drawilowu
I latialle Alain clill..:1:61111
Agitatinn during wastemiler
f7
llux covers
III gltllrtieln 11MI :i
conveyance
A 1.11 it : - I t,lvcnillcr 11. 1996. Page 1

-- Cause - -
IIMPs to hlfnimize odor Site Specific Pruclices
Source
Agitation during wastewater
Extend discharge point of pipes underneath
Foil of ►11ainllipes al
lagoon
conveyance
lagoon liquid level
I-a�oun ,urG►ce;
Volatile gas emissions;
,Pd
Proper lagoon liquid capacity;
Iiological mixing;
Correct lagoon startup procedures;
•
Agitation
n
Minimum surface area -tor -volume ratio;
Iq
Minimum agitation when pumping;
n
Mechanical aeration;
n
Proven biological additives
,6t(
Irrigate on dry days with little or no wind;
iL,I►iun sprinl.lcr 0
1ligh pressure agitation;
noeiIcz. 0
Wind drift
n
Minimum recommended operating pressure;
n
Pump intake near lagoon lirp►id surface;
n
P►rn►p from second -stage lagoon
I'a►tial microbial decon►pmsilimn;
n
Itouom or midlevel loading;
sill line .
Mixing while fining;
n
Tank covers;
•
Agitation when emptying
n
Basin surface orals of solids;
n
Proven biological addilives or oxidants
-- - - ------ --
;culinl; I�;uin o� I�i�e
Partial u►i':robial decomposition;
n
Exleod drniopipe millets r►nderncalh li►I►►id
•
Nlixing.wbile filling;
level;
•
Agitation when en►plying
1l
Ite►nove settled solids regularly --- - __
L1.uuoe, slo►ry or sludge
Agitation when spreading;
n
Soil injection of slurry/sludges;
spicadcr oollcls
Volatile gas emissions
n
Wash residual manure from spreader after use;
177
Proven biological uddidves or oxidnnis
— ---
n
Soil injection of slurry/slortges
1 locovere.l Imloore,
Volatile gas emissions while
sloir)' or slodge mil field
drying
n
Soil incorporation within 48 hrs.;
solaces
n
Spread in thin uniform layers li►r rapid drying;
n
Proven biological addilives or oxidau►ls
11c id animals
Carcass decomposition
'm
Proper disposition of carcasses
-I)c.ul anioial dispos;ll
Carcass decomposition
n
Complele covering of carcasses ill hill ial pits;
plus
n
Proper location/consinlclinn ofdisposal pits
Incon►plele con►hostion
n
Secondary slack burners
AI,I(W -I I(IV CI►►IIcr 11, 1996, Page 4

Insect Control Checklist for Animal Uneraiions
w tinlu rc !'uttsc IIA11's 141 ('411114-ul Insects Silt Specific Pracllices
-- -------- - - -- — 1.14111111 Syslell;s •
I—iL 11 4 iuI I, - Accllutulaliou of sulitls I:Iosh sysltnl is designed and opulaled
sRAW illly In reuulve accumlllalcEl solidi front
1;utlers as designed.
_- ltenlnvo hridlainl; of accunllllaled solids ill
discllarl;c
1 :t ,t611111; id 1'ils— riusled Solids Ivlaiul:tin lastwils, selliing basills and Oils where
hest breeding is apparcm to miuituize Isle
cruslillu ol'sniids In a depth of no more ihim 6 -
8 lnehcs over mart: than 10% al' sllrf:lce.
1-��'�'-�it'� ��c1��1.111ti'� — • -Il�t�llyhlu VC�t:1:111u11 `� 1vlilllllilln VI:I�L'IiUiV1: tp111r411 iihlllky IIi1111:511f
1 il,�alll lagnons doll usher impnundmeuls it) prevent
accunlld;itiorl of dtcayiltg VcgChllivc matter
;tk111g watcr's cllgC oil illlpnlindmelll'S perulleler.
-� --- Dry Systems _ -
1 ...La . Y• Fecal Spillal;c Design, 11110711t::11161 m:liul;lin li:t:ll SySIcI1l5 (e.g., ^----- ----- — - y
bunkers and Irtlul;hs) 14) minimize [Ile
accomnlaliun of decaying wastage.
�4 Clean till spillage nit ;t routine hasis {4 -�., 7 • 111
dily i1114.1-Vid 11111'illl; 511111luel'; 1 5-341 Ilily 1lllciv:ll
• during wiluer).
I t u1 �ilul.tl.c • Accumlda11nus of feels residues Reduce moisture accmillllallnn %v1111111 ;lull
itrnunll inuuedialt: perimeter 411'1ccd storage
Ilreits by iosurial; diainagc away liool silt:
iutdlnr providilli; wictpl;lle conlainnle+ll N-g..
covered bill fir brewer's gridit an(l similar digit
nmisture grain products).
n Insptcl sir and remove or break till atcllnnllmed
Solids in Idler shills ilruontl GX-11 s11r:ll;e .15
ileelled.
At.11l' - Httvt:mlu:r 11. 14116, rage I

S,,,,r CL: Cuusc IMPS to Cwtlrol WSeCIS Site Specific Praclices
Animal I luldinl; Arcas Accunmtlations of animal wastes n [ilinl,inatc low areas that Trap moisture along
and feed wastage
Di y LI uuuc I Luullint; • Accumulations of animal wi1SIe9
Sy�.lcins
fences and oilier locations where wasic
accunurlalcs and disturbance by animals is
minimal.
n Maintain fence rows and filter strips around
anin►al holding areas to minimize
accnnmllations of wastes (i.e., inspect for and
remove or break up accuntnlarcd solids as
needed).
fl Itcolove spillage on a routine basis (e.g., 7 - 10
clay interval daring summer; 15-30 day interval
during; winter) where manure is loaded for land
application or disposal.
n Provide for adequate drainage around manure
stockpiles.
fl Inspect for and remove or break up accunudated
wastes in filter strips around stockpiles and
manure linndling areas as needed.
flit ui,iro inl"Orilmliuu contact ilia Conperruive Rxienslon Service, Department of Entomology, nox 7013, Nortli Carolina SlatC I lniversiry,
Italcigh. tit', ?7a'►5-7n11.
Ault(: - Ihbvcmhcr 11, 1996, hig;c2

Snarl c CuuSC UN11's III Miululize Odell• Slit Specific Practices ----
Slall,llllg lvalcr arnl11111 • 111111rn11,:r dralnal;C; Grade and landscape stick that water tIl'ahis
ftcilnics 0 Microbial decomposition of away from facilities
organic tllaticr
1.1.IIuuc Ilach:,I ma • lloody 111allltallled access roads 10 fill-in access road malnictiance
InIILtIl; nlalli hunk I:u ut
,��I,lilinnu) Infuntrrtinit : �»- Available Flom
Swim Rl:ntttrc Maikagemoa ; (12M ItuleARMP Packet NCSI 1, Cunnly Cclellsilw Cenlcr
Swi1W P(LI11004111 I:;rrlll I'ulenlial Otlar SGIIFCCS Bud Iteslicdics ; FRAI3 Fact Sbeel NCS11 - IIAF
!,wills: I'smillcsiiln Vacilily Manure Managcnlcul: Pit Recllargc - Lagoon Truallncnl ; FIIAF 138-88 NCM I - 1IA1:
5wiuc I'1ndkicliu,l Facility kasha Management: Llnderflonr Flush - Lagonn T(Calulent ; FRAF 129-89 NCSi I - BA1:
I_:ILnini I)L;sigtl urkil Mallagctucm fair Livestock Manure Trealnscut and Storage ; IMA1: 103-83 NCS11 - 11AE
[ ;IIII,r.tliulk of Rlauure unit Wastewater Application 131yrk'Ipsncm ; I-BAE Fact S1lee1 NCSI1 - HAI.
C11141r4+iting (111LNs 1-rnktt Swims IJnilllulgs ; I'll1-33 NCSt I - 5wiue Exteusiull
linviennn��nwl �1►rnruneu Ih'unrum ; NNt�C Malttkal NC I'utk 11141LIncurm Aumoc
llpsi„ny I'ur Nhinaging (1dor ; u mpnrt Isom like Swina 0dorTask I-nrcc NiSIJ Agri Ummlitillicillinns
l'l1ll]:ntcc i-nnl:crtls in Aninnll M4,11tre Munagelnctll: Glints and Flies ; IM0107, I'M Conference Procceding5 Hill id l Citollcr:ltivc Exlensiun
A1,11 If; - I1,Iv,atilbur It. 1996, 1':il;c 5

0
...4"
Mortality Management Methods
(check which me:hod(s) are being impiemeaEed)
.' Burial three fee: bene2ch the surface of the ground within ,ours afte-
knowledge of the death. Ice burial must be at least 300 fee: i:cr't anv tIowi„�
stream or pubiic body of water.
Rende.�na at a rende-= giant licensed under G.S. 106-163.7 p � �lr.ir••p,,; u,',�I �a �c,Ce�
Comolete incineration 4L,C
In the case of dead poultry only. piac:nQ in a disposal pit of a siz, and desisn
approved by the Depanme:tt of ? znculture
J Anv method which in the professional opinion of the State Ve;e;;narian would
make possible (he salvage of part of a dead animai's value «;t; out endanger ns
human or animal health. (Wrilrea approval of the 5iate �e:e:izzr:3a must be
attached)

Grower: ROSE TRACT SITE #8
Address: MURPHY FAMILY FARMS, INC.
P.O. BOX 759 ROSE HILL, NC 28458
Designed By:
Checked By:
Date:
+saLu ANAEROBIC WASTE LAGOON DESIGN
.-FARM- 19f6RMATION
-o �Cbursery:
r�inishing:
4 ? LLCFarrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period: '
25 Yr. / 24 Hr Storm Event
"Heavy Rain' Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — —Y
Does Operator Want Emergency Spillway? REQUIREDIII III I N
Is This Design for an Existing Farm? (Y/N) — — — — — — -- — —N
Is Drain Tile Req'd to Lower S H WT? (Y/N) — — — — — — — — — —N
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: -------------------
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: --------------------
Press ALT—C to Download
contour areas see sheet 2 of 7...
CHB
JNT
06/13/97
VA
0
.7344 Hd.
0
0
0
180 Days
7.5 In.
F`
7.5 In.
Z
��
7.0 In.
W
0
64.00 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
Top of Dike Elevation: — — — — — — — — —
— — — — — — — — — — 72.30 Ft.
Finished Bottom Elevation: — — — — — — — — —
— — — — — — — — — — 61.00 Ft.
Start Pump Elevation: — — — — — — — — —
— — — — — — — — — — 69.50 Ft,
Stop Pump Elevation: — — — — — — — —
— — — — — — — — — — 67.00 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor
Temporary =
Permanent =
otal Vo+ume
327061 (Cu.Ft.)
559101 (Cu.Ft.)
_1239300 (Cu.Ft.)
2,126,463 (Cu.Ft.)
373,040 (Cu.Ft.) 114.06%
594,036 (Cu.Ft.) 106.25%
1,278,412 (Cu.Ft.) _103.16%
2,245,487 (Cu.Ft.) 105.65%
Min. Required Liner Thickness — — — — — — — — — — — — — — — — — — — SYNTHETIC LINER
Lagoon Surface Area: (Inside TOD)— — — — — — — — — — — — — — — — — — — 261,649 S.F.
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458 [phone]

Grower: ROSE TRACT SITE #8 Designed By: CHB
Address: MURPHY FAMILY FARMS, INC. Checked By: JNT
P.O. BOX 759 ROSE HILL, NC 28458 Date: 06/12/97
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE —AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Iner. Vol. Cu. FT
Cumal. Vol. (Cu. FTl
fi1.OD
196,542
62.00
201,941
199,242
199,242
6WO
207,415
204,678
403,920
64.00
212,958
210,187
614,106
65.00
218,571
215,765
829,871
66.00
224,253
221,412
1,051,283
67.00
230,005
227,129
1,278,412
68.00
235,826
232, 916
1,511,327
69.00 •
241,717
238,772
1,750,099
70.00
247,677
244,697
1,994,796
71.00
253,706
250, 692
2,245,487
72.00
259,805
256,756
2,502,243
72.30
261,649
78,218
2,580,461
using the
I U I AL HtUU VULUMt:
2,12b,4W
U
UUMULA
I IVt
VUL.
LUNt VUL
1 Ub.l]b%
END PUMP = = = = >
67.00
FT
1,278,412 CF
TR'MT
1,278,412
103.16%
START PUMP = = = >
69.50
FT
1,872,447 CF
TEMP
594,036
106.25%
MAX STORAGE = = >
71.00
FT
2,245,487 CF
STORM
373,040
114.06%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: ROSE TRACT SITE #8 Designed By: CHB
Address: MURPHY FAMILY FARMS, INC. Checked By: .ANT
P.O. BOX 759 ROSE HILL, NC 28458 Date: 06/12/97
Countv: BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu.ft. Ib = Total
urse
0
30
1.00
0
Finishin
7,344
135
1.00
991,440
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,4171
1.00
0
Boars
01
4001
0.50
0
Total Required Treatment Volume (cu. lit.)= 991,440
Sludge Storage Volume:
Anima e a aci ALW * cu.ft. Ib = otal
Nursery
0
30
0.25
0
Finishing
7,344
135
0.25
247,860
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
5221
0.17
0
Farrow to finish
0
1.4171
0.251
0
Boars
0
4001
0.125
0
Total Required -sludge Storage Volume (cu. tt.) = 247,860
Temporary Storage Volume:
Manure Production:
,Animal Type Capacity 11 Sto. Penoals/Hdjdav)T ota
Nursery
01
180
0.30
0
Finishing
7,344
180
1.40
1,850, 688
Farrow to weanlin
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
01
1801
13.501
0
Boars
0
180_1
4.00
- 0
Total Manure Production(gals.)= 1,850,688
Total Manure Production (cu.ft.)= 247,418
Excess Fresh Water:
Animal Type Ca aci * Sto. Perio * als Hd. da = Total
Nurse
0
180
0.20
0
Finishin
7,344
180
0.90
1,1891,7 88
arrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
180
j 9.501
0
Boars
01
180
2.70
1 0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cu.ft.)= 159,055
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: ROSE TRACT SITE #8 Designed By: CHB
Address: MURPHY FAMILY FARMS, INC. Checked By: JNT
P.O. BOX 759 ROSE HILL, NC 28458 Date: 06/12/97
Countv: BLADEN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall'/ 121n./ft
Vol.= (261649 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 152,629
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm (in) / 121n./ft.
Vol.= (261649 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-241-1r. Storm Event (cu.ft)= 163,531
r "Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 121n./ft.
Vol.= (261649 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for'Heavy Rain' (cu.ft.) = 163,531
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 327,061 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 559,101 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIREDVOLUME= 2125463 (CU.FT.)
Family Farms Engineering
P.O. Box 759, Rose Hill NC 28456
[phone]

Grower: ROSETRACT SITE #8 Designed By: CHB
Address: MURPHY FAMILY FARMS, INC. Checked By: JNT
P.O. BOX 759 ROSE HILL, NC 28458 Date: 06/13/97
Countv: BLADEN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation — — — — — -- — — — -- — — — — — — — — —
72.30 FT.
Emerge cy Spillway Crest Elevation — — — — — — — — — — — — — — — — — — —
25
71.00 FT.
Top of yr/24 hr Storm Storage ---------------------
71.00 FT.
Top of "Heavy Rain" Storage ---------------------
70.16 FT.. '
Start Pump Elevation .-------------------
69.50 FT,
End Pump Elevation ----------------------
67.00 FT.
Top of Sludge Storage --------------------
62.24 FT.
Seasonal High Watertable Elev. -- - - - - - -- - - - - - -- - -- - - -
64.00 FT.
Finished Bottom Elevation — — — — — — — — — — — — — — — — — — —
61.00 FT.
Inside Top Length — — — — — — — — — — — — — — — — — — —
Not Applicable
Inside Top Width — — — — — — — — — — — — — — — — — — —
Not Applicable
Side Slopes — — — — — — — — — — — — — — — — — — —
3:1 H:V
Lagoon Surface Area --------------------
261,649 SF
Min. Liner Thickness (if required) — — — — — — — — — — — — — — — — — — — SYNTHETIC LINER
Freeboard Depth — — — — — — — — — — — — — — — — — — —
1.00 FT.
Temporary Storage Period — — — — — — — — — — — — — — — -- — — —
180 Days
TOTAL DESIGN VOLUME = 2245487 (CU.FT.)
Zone Depths:
Treatment / Sludge Storage Zone Depth — — -- — -- — — — — -
Temporary Storage Zone Depth — — — — — — — — — — -
Freeboard / Storm Storage Zone Depth — -- — — — — — — --
Total Lagoon Depth — — -- — — -- — - — — -
6.0 FT.
2.5 FT.
2.8 FT.
11
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Address: MURPHY FAMILY FARMS, INC. Checked By: JNT
P.O. BOX 759 ROSE HILL, NC 2845E Date: 06/12/97
Countv: BLADEN 'Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 72.30
/ 1 TOP OF STORM ELEV = 71.00 1 1
1 1 1 1
TOP OF HEAVY RAIN ELEV = 70.16 1
1 1
STRT PMP EL. = 69.50 1 TOP OF TEMP STORAGE ELEV = 69.50 /
1 I
END PMP EL = 67.00 1 TOP OF TREAT ELEV = 67.00 / SHWT = 64.00
1 1
1 1
1 TOP OF SLUDGE ELEV = 62.24 /
1 1
FINISHED BOTTOM ELEV = 61.00
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

[grower: HUSf= I t-AU 151 I t F€i
Address: MURPHY FAMILY FARMS, INC.
P.O. BOX 759 ROSE HILL, NC 28458
Checked By: JNT
Date: 06/12/97
7of7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE: l & /9-7
COMMENTS: The lagoon has been desi,
�EEssIO9
ti q
SEAL
- 14985
ned as �i ft�l '`&pt
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regdrdless of the shape.
Murphy Family Farms
P.O. Box 759, Rose Hill NC 28458
289-2111

GROWER: ROSE TRACT S� #8 1 1DESIGNED BY: CHB
ADDRESS: MURPHY FAMILY FARMS, INC. "CHECKED BY: ANT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/1Z197
COUNTY: BLADEN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleftred ott�
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory dispo v -�
will be made of all debris. The topsoil from the lagoon and pad area should be s ed�
and stockpiled for use on the dike and pad areas. After stripping, the foundation
of the lagoon embankment and building pad shall be thoroughly loosened prior t4p)acigr
the first lift of fill material to get a good bond. W
EXCAVATION AND EARTHFILL PLACEMENT cc
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown 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 material may 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 will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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 r
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL QR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

�RI aV •a�1 •• 1 •v v4 1111 aV 1 V1 � .. r. v�vv.1 •Lr �V I • VI IV
ADDRESS: MURPHY FAMILY FARMS, INC. CHECKED BY: JNT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated 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 material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS. `
Soil lined material shall come from an approved borrow area. The minimum moisture
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. Water 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 moisture content during placement. The maximum moisture
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 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. 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 permeability 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 in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. ..As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when Loon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: MURPHY FAMILY FARMS, INC. CHECKED BY: JNT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dlssipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonhe sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if 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:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with'
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: MURPHY FAMILY FARMS, INC. CHECKED BY: JNT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING SPECIFICATIONS RECEIVED
ACREAGE TO BE SEEDED: 7.5 ACRES - JUN 18 1997
USE THE SEED MIXTURE INDICATED AS FOLLOWS: FAYETTEVILLE
REG. OFFICE
450 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
225 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
450 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
60 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
75 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
300 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
7500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
15 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
750 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
-SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28456 [phone]

I
ADDRESS: MURPHY FAMILY FARMS, INC. CHECKED BY: JNT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, fILN
�a
operations, and the amount of fresh water added to the system. o
The designed temporary storage consists of 180 days of temporary storage for: eo
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the locatio
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainf
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
W_IS
aW
v_ w
1. It is required that the treatment lagoon be precharged to one --half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging 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. The plan recommends
sampling and testing of waste before land application.
Mumhv Family Farms Enaineerkm P.O. Box 759, Rose Hill NC 28456
1910) 289--2111

GROWER: ROSE TRACT SITE #8 DESIGNED BY: CHB
ADDRESS: MURPHY FAMILY FARMS, INC. CHECKED BY: JNT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 69.50 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 67.00. This temporary storage, less 25 year / 24 hour storm,
contains 594036 cubic feet or 4443386 gallons. 61
4. The recommended maximum amount to apply per irrigation is one (1) inch and the .
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6.' Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: MURPHY FAMILY FARMS, INC. CHECKED BY: JNT
P.O. BOX 759 ROSE HILL, NC 28458 DATE: 06/12/97
COUNTY: BLADEN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make emery effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permandl
alteration of the dam should be approved by a qualified professional erWeerr-�
or qualified technical specialist
pump wastes to field at an acceptable rate "m� co
stop all additional flow to the lagoon (waters) --hold waste in house if Able —
call a pumping contractor
make sure no surface water is entering lagoon �
NOTE: The above. listed activities should be started when your lagoon level has exc4Md
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm'to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
stop recycle (flushing system) pump
stop irrigation pump
- make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes maybe likewise temporarily plugged with clay soil
Murphy Family Farms Engineering . P.O. Box 759, Rose Hill NC 28456 e910) 289-2111

r
ADDRESS: MURPHY FAMILY FARMS, INC.
P.O. BOX 759 ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY:
DATE:
Magoon problems require the consultation of an inaiviauai experien
design and construction of lagoons for permanent repair measures.
JNT
06/12/97
2OF2
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 919-486-1541,
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910--862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 — 9409
910— 862— 6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910— 862— 6760
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28456
[phone]

1 INSTALLATION
�0
,iI alnond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM 02321. and the Installation Guide for PVC Water
pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM 02487.and ASTM 02488.
• Table 4• uCScRimaw A. t..1sr.0 -1ST 11•11:24.1 l'L•aa+r •a.l+nwa
�1-•aR rin
M411 Y•L rl •aa1111•r+,+•
CI 1 Ir••
.._ ,rw..rr wi.. r._ •_++x.w u. r l In .. ... .»......_.
rt..• u . _."_ •. Cr
w.R.�rxr p.•.M ..r r«•+.,+r.._.. 1rw _ .. i+. r.a _ r.. J
_
Iwr krl•...xw��IM 1r.. Yr. Mr .a<,...w._I•- \i, .r.•
C1.r.
V
►••••rr per./
r.... frr rr..r r x. r ,xr 1,rr rr na _.•_.r .. w. �:.._..
rw..
1•.
r.N•11 •Ir ..+r rr r..N1•rs,r.__r_.• rq J..._
4_r r•••.• II. • ..••. Y_ ,M r1 a r..rr ...- .r •. 1 ��
haw r.,r•+•-rrr.. •' -.•r •,a •n•_+...,inM .• 1'rw
('1... ix 1r.• U1
1r•r n•'• .r.-•+. r.a_._. .+..... �...._ ..•rs. �
Te assemble• clean mating surfaces of the bell, spigo(, and "-'"-`"-'--"---
gasket. Apply asket lubricant (furnished by i)iamond c1.,.,r•.,,.._.•.,..1.,�.• ram__..+...__r, __.
Plastics Corporation) to the entire spigot end up to the .� ,: t ,1. s+..........-_-. .ar.ra•rr._..- +._..
reference mark. Also, apply lubricant to the contact surface
. M.rfr1"L r.rar 0. Ax .... r••
of the ;asket. _
.� _ 1'4r +Y ,,,.w .\ 7�,"r W, -••r In•r •,..w _I IL_ W ...1».• •._ •.al. 1 .r., •r
tiViih the pipe in straight alignment• push the spigot into
(L Y..,w .Ix•J hr•_ar Ate_• •...
titre bell up to the insertion line. If a pry bar is used to r_.1». ,,,...^.�_.» w.. . . .a. •.......
apply force, the pipe shodrd be protected by placing a board —�'---•..�-- _ -• __
between the bar and the pipe.
If normal force does not complete the joint, disassemble the C.•...4r. 1L 1..w W,rw
Sea � .�.
Jclnt and eximine the pains to m:ke cc..lan they are I'= Of
obstruc•ians. Visually inspec, the ctsntple.ed joint to insure ;
the gasket has net been dislodged.
1•+ r... diwf x.aiTM a IM .rrx S.. Cu.. 1 r.rr .+... a lam. _ ... ., i . . r
••• 1. r.rrwr •r wSTu 0 'W.'_k .r ti " iK r••w1 . i.• 1....._
,,.,.rr.lr rlr x r.. rwx xax:wx .1 CLx 11 r p J CL.. 1
T:DIe 5.
APPROxi.tATE GUME FOR ESNMATED RANGE OF DEGREE
tIF COMPACTION VERSUS EMDED►ME.rT CLASS AND 163MInO
OF PLACE.%IF_%T AS PERCENT OF STAVoARD PROCTOR
DENSITY OR RELATIVE E.vStTY'
FOR GRANULAR MAT$RtAtS'1+ PARE�TIIkS1S"
CLASS (IV EMtiEDMEmr
I
It
� lIt I Ir
µ►YCNfaLUESCxIlf1W'e
4tr+r�tr GNMANy
SwnrG+..t
Ir.4d•004
►Uc w$
SOW . Cbe
le•la
SPA
alx••r•+w ••.wrr..lrxO.Irw({
� 1: 7 I/ `b
tr.r't .1 J.T ..qr
< 49 Aa- 1. 6.111r13 06w1 4-%V 1
iW cer,•w-u.a N[1M1
Ce..,'M1i, �, trr.1 Wxp,l
� ii.1m
M IIR•
M ,m �
p'�
r . rww.
41l• t�
•p rtn
ifl n
hb
yr6,11,1
••
c.r.fl_,w• W u.nr.r,
4,5
toll jI
1.111
VA 9'• I
1++}411
I+
1�7
f41p le it
1JI
Iwin
The haunching arc: is most isnpor:: r.t to t^e c,
PVC pipe. For good support. the haunching cry. sltauld :d
conloaeted to tale de:lsltles atvefl In Lhe Long,
k`er.a
Deneclioll Chart.
Figure Z

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a couplino called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. t4ost thrust blocks
will be concrete; Manufacturers recommended thrust blocks at any
change in direction greater than ZQo. Figure I oives.an example of
different arrangements for thrust blocks.
r
I
i
'ILE
Figure 1. Example of Qifierent for t�5rust C. :;cS
4

f icure 2. Anchorzge 6locSs
for in -line valves.
Table 1 is the Forces encountered at- end pl uas . to
ca i col a 4e
forces encountered at bends,
tees and wyes, multiply
the
T,gure in
T ab i e 1 bv the factors riven
in Table 2.
Table
1. Thrust W at End
Plugs
Thrust in lbs. far
test pressor¢ tin si
Pipe Diameter
100 PSI
15Q. PSI
206 PS I
25�?. psi
(inches)
. •
..
Ih
295
440
590
740
2
455
680
910
1140.
V!
660
990
13ZO
15=0
3
9aS
1480
1970
2460
4
1920
2720
3630
4540
6
3740
5600
7460
o;GO
6
Ago-'
9740
13,Od0
16,200
10
111, 650
16,000
2!.300
26,600
1Z
i5,150
22,100
30,200
37,800
14
20,600
30,800
41,100
51,4C0
16
2<,600
39,800
j3,100
�
66, LnQ

•,s.�� ..•.fir' .Sr �+
'~• rl. I
Table 2.-. Factors for Calculating Thrust 14 for
�' s - Lows ' and Tees.
C l bows: ' .a0o 1, 4; `•• Tees = 0.70 [.
45a 0. 76
30o = O.S2
Table 3 aives the safe bearing load for different soil types.
Table 3. Sa fi•8eaF' ng Load
Soil Ib/ft2
Mulch, peat and'similar 0
So f, C I ay 1000 0 L o
Sand 2000 .--
sand and gravel 3000
Sand and 'gravel cemes ad
with clay 4000
Bard shale 10,000
Thrust block area(rt2a - Id _ Thrust (Table I & Table 2)
F• _ Soii earing strength jab a ;
,.,.. • .
In placing -concrete thrust blocks, check with the Manufacturer of the
Pipe being used to ensure that the correct size thrust blocks are
6eirig used.
r
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,•backhoes•, or vibrating plows: N
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the Smaller
diameter of pipe. Under mostconditions the chain• trencher or wheal
trencher will be faster than the backhoe. There wide trenches for large
Pipe are required, the backhoe will be most satisfactory, if soil
conditions permit, long-str,etches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfil led. To avoid sharp turns in the line at obstructions
trenches should be curved within limits of cur•rature of the pipe,
r '
-�',' ,N.:y� ,.• Via,
I
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,•backhoes•, or vibrating plows: N
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the Smaller
diameter of pipe. Under mostconditions the chain• trencher or wheal
trencher will be faster than the backhoe. There wide trenches for large
Pipe are required, the backhoe will be most satisfactory, if soil
conditions permit, long-str,etches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfil led. To avoid sharp turns in the line at obstructions
trenches should be curved within limits of cur•rature of the pipe,
r '
-�',' ,N.:y� ,.• Via,
I

i1
State Ohlorth Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
RECEIVED
JUN 2 41997
James B. Hunt, Jr., Governor FAYL-WEVILLE
Jonathan B. Howes, Secretary REG. OFFICE
A. Preston Howard, Jr., P.E., Director
June 19, 1997
James Sauls, Jr'.
Murphy Family Farms
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
P.O. Box 759
Rose Hill, NC 28458
1:3 E H N --
Subject: Application No. 09-206
Additional Information Request
Rose Tract Finishing Farm Sites #4, 5, 6,
7, and 8
Animal Waste Operation
Bladen County
Dear James Sauls, Jr.:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by July 19, 1997:
1) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract
Finishing Farm #4 indicates that the facility is not located at least 100 feet from a "blue line" -
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue line" perennial
streams.
2) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract .
Finishing Farm #5 indicates that the facility is not located at least 100 feet from a "blue line"
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue line" perennial
streams.
3) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract
Finishing Farm #6 indicates that the facility is not located at least 100 feet from a "blue line"
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue.line" perennial
streams.
4) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract
Finishing Farm #7 indicates that the facility is not located at least 100 feet from a "blue line"
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue line" perennial
streams.
5) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract
Finishing Farm #8 indicates that the facility is not located at least 100 feet from a "blue line"
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue line" perennial
streams.
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

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 July 19, 1997, or the
Division will return your application as incomplete in accordance with 15A N.C.A.C. 21-1.0200.
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 contact me at [phone], extension
362, or [e-mail].
Sincerely,
/1
T- A4�
Michael T. Lewandowski
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Permit File

Animal Waste Management Plan Certification RECEM"OD
(Please type or print all information that does not require a signature)
inn
Existine or Nell.) or Exaanded Iblease circle one)
\Ta..11t. NI RIIIV!lIIN lIV■\•
Name of Farm: ts' "�!*C�'_ F1nisk+ijc� rv+� ' 4e ' Lj Facility No: REG. OFFICE
Owner(s) Name:_ r&-m ik Farm 5 Phone No:_Q !O 9,M f;), I 1 )
Mailing Address: 00. CW q59 Rde P i �� _ OJ C. 5g
Farm Location:
County Farm is located in
Latitude and Longitude:
Please attach a copy of a county road map with location identified and describe below (Be.specific: roaf
names, directions, milepost, etc.):=
I•
Qoeration Description: °°
Tipe of Swine No. of Animals
0 Wean to Feeder
`;iC Feeder to Finish 'f2,;221-
ZI Farrow to Wean
• Farrow to Feeder
• Farrow to Finish
Tipe of Poultry No. of Animals Type of Cattle No. of Animals
O Layer O Dairy
❑ Pullets ❑ Beef
Other Tipe of Livestock: Number of Animals:
Expanding Operadon Only.
+
Previous Design Capacity:
Ad&d6nal Design Caps
•�i„r. J Y,,
Total Design Ca acit►':
Acreage Available for Application: 3 sa � � Required
Number of Lagoons / Storage Ponds: ,L Total Capacity: 1- :R 5R —4C3 Cubic Feet (ft3•)
Are subsurface drains prese i on the farm: YES or (ji0 . (please circle one)
r
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 meted 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 anithal
waste from the storage or application system to surface waters of the state either directly through a matt -made conveyance or
from a storm event less severe than the 25-year. 24-hour storm and there must not be run-off from the application of animal
waste, I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (%>-e) know that any 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 a new certification (if the approved plan is changed) within bo days of a title transfer.
Name of La
Signature:]
Name of Ai.
Signature: _ Date:
AWC -- January 1. 1997

c f '
Technical Specialist Certification
1. As a technical specialist designated by the larch Carolina Soil and waate. Conservation Co.nmission pursuant to 15A
1CAC 6F .000=. 1 ce:tifv that the anitnal waste tstarta2ement system for the firm aimed above has an animal waste
mana�e-rert Minn that mr-:s or ezce_ds standards and specifications of the Division of Eivironmental Management (DENII)
as ipeciFed in I;.� �C.�C �!-1.031 i and the L'SDA-Natural Resources Conservation Service (\RCS) and/or the North
as cobra Sail and A'a[er Cart 4.02ion Camutissian pursuant to ]SA NCAC 21H.0=1 i and 15A `CAC 6r= .0001-.0005. The
following tie^.tents are included in the plan as applicable While _ach czte_on desiuna[e5 a :e:apical specialist who tray
5isn each, x::iftcation {St7. S1. �fL•P. RC. I}. the technicalspecialist should oniv c.rtify parts for a hick they are technically
comoc:art.
II. Certiicati'm of Design
A) Collecti n. Storage. Treatment 5vstem
Check the appropriate box
=, Existins facility without ret oft (SD or WUP)
Storage volume is adequate for -operation capacity; storage capability consistent with wait_ utilization
requirements. O�1H' CAROI ,,I,,,
tie'.�f.'e`:aa de or net fitted fac' 'ty (SD) '
, •• SSIQ'• •9 •.
Animal waste storage and treiane:tt strut arras. such as but not lit„it_a to colle.:idn� ire ocn .�ati�.
have been desisted to meet or esc-ad the minimum standards and spec:ftcwicas. = SEAL w
" 17147
Name of Technical Specialist (Please Print}: `
F t rr+, l.�r. - N a � SSc � i ct.�t' S <�'�'• ' l� .••�Q- �:
Affiliation: r ,� ''•••••••R
N G Z7G'16-3o6 d , „ Z I`%OGD
Address( Ase;at-
&rX 3' �� lei 1, -Phone o.: t
S isnacure: Date: K�i I9 T
CAR(
B) Land A gHcation ite (117 P)
Tine plan provides for irsinimum sevaradons (buffers); ad=uaw arnoum of land for waste uttz
suitable for waste rnatiageme-it. bydraulsc and nutrient loadin; arcs- , 4
• SEAL
Print): Pa
Name of Technical Specialist (Please .kA-+ n�. �;Wor, P, G 17147
A Ffilintinn. kiY►,kLA_ qc+rn 4 �SSOr t++ � _ �'�0�;;•. r+1{V4
Q Runoff Contraigfrom Exte Jor 0
Check the appropriate boxoil
"Q Facilitv wit (SD or NV F or RC) �,�`
gm Z�iZrtd lct5 00 ESS/d Y `0.
This facility does not contain any exterior cots. �� 9rtr
SEAL }
_! ifl[v with exterior lots (RC) 17147
.• •
ale:hods to minimiz= the run
off of pollutants'rom loun_:n_ and heap';r use secs lave b:r t des��4�'tNCr +E, • •
.•.0
erns dev.-Ioced bV NRCS. �I ••.....••
ac-rd_z._ with technic_I Stan M
R
icoi SPeti:ili_tirt' r� m t l l P
Name of Tc'.hn -
„''t'iii::ticn:l,
'lv-,\`Q _ Horrj r SSG CIa -S
0 3 k lei e '' -3 P" Cie No..: qlq 64q Aoov
S. Cate:
4'�11

D),. Afinlication and Handling�Eauin_ment
Check the appropriate box
0 Existing. or ex12aOdiUg.&cility_w_ith existing wole apRiicatioin a u' (WUP or I)
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 applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New, a add existing facilityu e ' ate •c • e u' efgr spray
irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance arc
contained as part of the plan).
a New. e3pande(l, or existing facility without isting waste application equipment for land
sp eading not usill spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area requd�
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule
applications, has been established; required buffers can be maintained; calibration and adjustmpla%-
contained as part of the plan).
SEAL
Name of Technical Specialist (Please Print): Pc±-L- eil l le r E • = e
•-�--:--•t•�—r•r�
Affliction: �r►.i� OOU I ASSOCir.Ae-' '
Address(Agenc l •nn Qo-�e �� � � Phone Noo//: q
Civnatnrw• lA — nntP• N1! 4 4- tttfh,,`
E) Odor Control. Insec Control, Mortality Mpllag a _ood mergency Action PI I]-(S
,SI.. WUP, RC or I) JR*�'
4,a+ttltt+t
The waste management plan for this facility includes a Waste Management Odor Control Checldistt�
Checklist. a Mortality Management Cheddist and an Emergency Action Plan. Sources of bothW& have been evaluated with respect to this site and Best Management Practices to Minimi�Management Practices to Control insects have been selected and included in the waste manage4i
Mortality Management Plan and the Emergency Action Plan are complete and can be implemen" bi this
Name of Technical Specialist (Please Print)• re itle A &, i714
Affil;ntinn• ktr,.ioU_ j•i�*} t~ /�4S��la s ''..o:'•.GrNE,
No.: 919
6A 1,
F) Writien Noti-ceNew or Expgriding Sisine
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 June 21,19%, when was it constructed or last expanded .
I (we) certify that I (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.
Nance of Land
Signature:
Name of M ager(if different from
Da
Signature Dale•
WC -- January 1, 1997 3

United States Natural
. Department of Rescurces
Agdc flture CcnserYaticn
Se ic-a
WA S'. z XAXAGAZZMLST F.kCr.LrrY StT�, m.,LLVATION
.4 M Joe c+ A� � 1 Far b LCC.yisOY
i 7I?O�tE Q 1O S= OPERA7330N ��l
LOC-MON DATA
DW A14C2 7-10%( NEARSV 3 :SiZ'va- NOT OLLYc7 BY ?.QcC Mv"� _e� FT.
ACM NEAS-V'i FL-8UC FaC=FY (scam, 'c er.) F Z
GS ST'NrrrmI 100-'f-uR F-.CCD PLArr
If yes, MRCS cannot provide assistance �.
iSSIT_ATLEAST [130Fi..-40NiA-9LL-LVE'?SME+11315.: .411?
If no. site must be relocated+ —
LS sm, wr,,j L`I I .,MV .'.ONL�tG lt,Rl.SDIC';;CY OF A iiG'. YiC.2' ALIT'f?
If Yes, landowner should cotuult with local zoning board about I^equired
permits. Permits must be obtained prior :o design approval.
ARy Ct`ia�TIES �! CO*fSICC :lOY rtAE;�,i `rs NO L/
If yeas, See Part 03 of the Ysaonsl 2n&eering X2nuai and :oUow ,2oHm `-- `—
(Copies of maps or otber refereaca tusterWS asav be 2=6ed to site
WILL 5FI-r; �YYOLtI$ C eL.�1RIYG WCAOLr,.�iD OR,a►Y7 �(OY;�flPL �.W? Y'..S ✓ Na
If;'ea, producer must coatpless Form MRCS-L:.- s8 {Request for Ctrdfied —
Wed2adDeter=iaadaaMD-- *zdo4
WM-AC.-IQY.RESMTLYSWAWSLMVG7 `ESA ,Ifl�/
If WF.iLLVDS An L`i Yuan, fr is ilk.um-.4smm , 7 op MM ?Recut= To CONTACT T;M US AR: tY CCR.° CF
ARE
E`!GL`l�.q,5 .i.Yb'Ii3E DtVTSItiN of E.`NiRO� la�rc'dL �ia.�I.1Ge"'S�.�t'!' :o CE G,q,� � �,�'S
T WET'LANDS ARE WYOLVED. TrIB PRCCUMSHOLZD tiQTC .INY I.i,VD Y+ A'NEiLa�tD l7 1TiOY
ES MADE.
MRCS swill provide ttcbaical assistance in wetlands only, under the foiio9ring conditious. For Aacurml wetland
inclusians less than out 2cre in She, nCS vill provide assistance only if the funs;ions and valuer iosc are folly
mitigated. For aatunl -wetlands grater than one acre 'sot size, MRCS will provide assistance oniv after a
rigorous sequencing proesss to !Allude avoidance, mWmi=daa of *.Ic--A and comoeusatoty tnicit cicn is
carried out in that order of oceference
61
?3.- S OMR CON,--,.ICL 3E--- 4 DIS=SSM ',Vr, ri 7°C OUCM:
• FF�C:i.�RGufG LWCONWM URrSH :vATZR 70 .0 ca" 1z .14C
CF .`�
NC-Cr--A-
,.

NC-CPA-1 i
REV. 1, 2-�
Page 2
E.YVIRO�Y}IEVTAL FACTOEZi
[S r.WAVGcR: D AND/ORa: c.-,IED S?EC= HAEr-,..kT ?R`Sr-NT
YESNO
!S A DESIGNA D VA7,-,aaL SC %--�C AP-c k D CLUDED [N 7HE ?La.YWVNG AR-C k 0R
WIC'. ?CANNED AC : LONS MPACT O,J .A V .aDJAC T .4A i LRA.L. SCZZMC ARS:�?
YE — `O ✓
LS A.V ARC j-AEOLOGICAL OR OR:C.aL. Sr,-z LCCATED LV i ciE ?LANNF nR c :?
y,5 VO t/
A.R` THERE ?4L11E, U .iQt-. S i.ai c OR , rC.�-Y f1IPOR'.-.N, r.ia2.(Li`Z'S LV -zc
YES
OPERATING UXM.
-- NO
'NII.I-T'neAC:<ONR�.S(.ZT Lei SODBL:5T1G?
If the answer to say of the above is yes, MRCS will not ,provide te=bnir_I
YES V
— �O —
assistsnce wales aQencv aoiici is `oilowe4
1L�.YAC�.NM- T
DOES ?RODCCr_R OWN ENO(:GH LAND TO ?RCPERL.': LAND APPLY AL W.�,r
'
YESD
C:-L-DLVG SLUDG'c,.aLT-riG(:GH SLUDGE 1IAY ONLY HE APPL M'' CAUL
iis?
VO —
IF NO, DOES ?RCDUC?R HAVE SS T O MCRE Lav-D?
.-kCC
,ram _. NO
IF LAND IS RIOT OWNED HY ?RCD(:C � C.�N ?RCD(:CEZc`?11 T ON I-�rD
'WMC3
_
Y-S
CN TO APPLY W �-?
(Attach W=te rltlliZatlon P!an to site evaluation.)
�-
Salt L VESTIG.arlCN - VALM ONLY :'F SOIL LYVPSiZGAT10tY
SHF.C: AT LACMD
IS SOIL SLT, AHL FOR L-�kC-CCN? r=S ✓ NO
_
IS A L'Yr.-1 RrQLMM? NO
i t?t OF L^i'L3 TO BE LSE-): C:.AY _ HLVI oNri L SY;`f i ric:: �C LZ
IF C:.aY L^IM IS TLS
O 9E ED, IS SLTr.•2LE CL.kY AVAILak?L E ON YES YO
SI: o?
IF CLky IS NOT AVAIL -tBtZ O; I Sri:; DC ES LAZMCCWNER ?.A`iS YS NO
ACCESS TO CI,VY?
ISACORE•iRMNCH:EQ[1ZR 7 YES
(attach soil iavnt42tion sae-s to site evaluation.)
IS SL+-HSL-RFACz- DRAW TaZ ?.4ySE't1 YS NO
(If yes, We must be removed or plugged)
SIT:. APP2OVED Y^S _ NO _ COND[i3O,lAL
CO��.YS
TrUS SITE VIES-IGATI0N LS VALID FOR ..ION7-15 c30St 7 DAia S-roWN H E.OW IFCON, t S( C,;ON
H,SNOT HE_.Vs-,�.Zi_D:LTi.: T.�c.'.cMCNMiS.A;iE:�Srir:YVF��,GAi,OYWIjLHE2E (,m57 J
SIGNA LS< � DA- b�
in the !cc:l cr =-Ee !aw or c: _es : _:c =dare :cuid --= e a :rv;ite vci�ticn

Snurcc Cartsx DMPs to Mitlinli•Le Oflnr Site Specific Practices
Full of ib ainpilu5 at Agitation during wastewater Extend dischup point of pipes "'Idemalh
lagann conveyance 1. .... lagoon liquid level
l.ap,oll s11rfilc:cs • Volatile gas emissions; , ,� Proper lagoon liquid capacily;
• Biological nixing; Correct lagoon starlup procedures;
Agitation n Minimum surface area-tn-volullre raiin;
Minilllnln agitation when.pumping;
F ,.• Mechanical aeration;
€ . n !'roven biaingica! additives
111 i:lti1111 �t3rilll.lcr • I ligh pressure, agitation; lrrigiltls Oildry days with little 11r Ila wind; '
11u�elcs • Wind drift I n Minimum reeommencied operating pressure;
f-1 pump itltal:e near lagonn liquid surface;
n Pump Gum sccnud-6lage lagoon
l;uual;e l:wl: III I,:c;iu • Partial lrticrullial deealllp115hilill; Cl Ilnttnat fir tuicllevla loading
.I11 I:I�e
Mixing white filling;
.17
'!'unl. cnvers;
• Agitation when elllptying
n
Basin surface lllals of snitds;
n
Proven biological additives nr nxidanls
Sell liul; bruin sill I.Icc
• — Partial mitruhial decompusilion.
Cl
fixlcnrl draiupipt: nutiets undeflicalll liquili
+ maxilla bil0 filling;
level;
• Aghallon when emptying-
M
Remove setlled solids regularly
1ti aimfe. slurry for sludge
�Agiluliou when spreading;
fl
Sail injection of sltirry/siudgcs;
Spreader outlets
Volatile gas c Missions
GI
Wash residllal manure from sprender after use;
171
Proven blaingicall udiNiNcs or nlcklunls
IIncli Bred II1i11111re.
• Volatile gasetlllssions while
f-
Suil injection fir 51111ry/5111dt;es
slurry ar s111a11;c fill lick!
drying
f-'!
Soil incorporation wilhin 49 lirs.;
sal I:Ices
n Spread in Ihin uniform layers fclr rapid drying;
n I'nlveu Isinlagic u! udclitivcs ur esxid:ults
Dead imiulals o carcass flecomposilinll fi-4 Proper dtsimsitlnn orearcusscs
(teal annual Ilia lmA a Carcass dicompusitillu fl Complete, cavering of carcasses in burim flits;
r
IIII. II l el it It 11 j • lit c111111lICI L' t.'r1111h11511ull
- Z
Ahl(W - 1-Invcmllef 11, 1996, Page 4
.�, n Proper Incalion/cnnsmiclion nl'disposat pits
n secomiary staci: i11 mess

Swine Farm Waste Management Oclor Control Checklist
N111111UNC odol SiIC Specific 1'racliccs
.�,'unrce
— —
cuuse
• SWllle 11170llllclloll
- -
Vegelalive or Wooded bliflers;
I'dlllla�iul
n
lteCn111111L'nllC(ll)eSlI11a11i1gL'lllelll11ri1CllceS;
t'
Good JIIdg111C11t and colmlloo sellse
nirly olanurC-eovCred animals
Dry floors
Auiul.,l b1„ly sulG►cc,
.-
WCI manure -covered floors
Slotted Iloors;
1 .u► f lie.
waterers localed over sinned Ilool's'.
n
Feeders al iligb end of solid floors;
n
Scrape manure buildup from floors;
n
1111derlloor venliblion for drying - -
lllinC;
X
Frequent nlanurC removal by Ilmh. pil redlillCC.
I,I.1„lo� �,�Ilc�li,ul 1,ii.
• 11allial microbial decoo►posilil►ll
or scrape;
n
Ilnderlloor vcnlilalion
Will lldli,nl e\11i111a Iaw.
• Vlllalile hikes;
Fall Illainlemillce; -
I111S1
%Q
Is 'llcium Or movemen)
— - —
washdown belween groups of animals;
n
Fcetl additives;
n
Fcmier covers;
'A
I-'Ced delivery downspolll exlenders 11► fecdcl
covers-- —
-I•lua, i.ud.. - --
Agimlion of recycled lagoon
n
Flrish will. covers;
li11oid ,vllilC lal►ks are lilling
n
Exlend fill lines to near holimil or lanl.s Mill
iulll-siphon veills
Agilalion during Waslewaler
n
Underfloor Ilush wilh undetlluor venlililli,w
coliveyallcu
ngilalion of recycled lilgl►ol►
X INICml recbnlgC lines Ill null. l►1,n1,11► of 11ils
liquid whilC pill ura filling
Willi 11111li-Siphon VC111S
- — - --
Agilalion during Sump laink
n
sump Iank covers
filling and drawrlowu
IIr,I.i,le lhilin collCctiuu
Agilalion during waslewiller
n
Ilox covers
ui 11111cli1,o 1111),cs
conveyance
Ahit II' - I fuvcnlllcr 11. 1906. Page 3

Insect Control Checklist for Animal Operations
�-
%IIIISC-
►IAI► S ili r4111I1 i1I IIIseds - Silt; Specific II11 aclice:.
Slim i C
- - - - -
l,AIptill SySIC11lS
1=1u:11 tiuucl a ----
Accttuullatiuu of solids
l:ltlsll syslem is designed and tlplcrall-I
suflicienlly In renlave ucculntlimed sulitls from
Cullers as tlesigncd-
t(._
Itenlnvc bridging of accumulalcd solids ;tt
-
disc)larl;u
~I :Il;ln.tl� :1od 1'il�
eroded Solids
,
Maintain lagwuls, scilling basins mill i+its where
pest breeding is apparent In minimize llte
crwailig of solids In a depth of na more Than 6 -
U IIIC1tt y 11Vcr 111[IrL' lllitll 111';d of sul'l:1cc.
Decaying vcCclalitill
Ivlainl;lil► veguladve; colllrnl 011111; banks of ,• -- —
t
higunns illitl [litter impintlildllle11IS 10 prcVCnl
acetillmlaliall 111,11ecilying vegr illive nlutler
ulclnl; wiper's 1:41ge on impatllutnlent's perimeler.
----- ---- Dry Sysl::uls r -
I=�..:.E�:1 . -- -�-• Iced Spillal;c I)esigu, uperine and mai imin fe:cd systems (c.l;., - --
hunkcrs and Irnuuhs} In minitnice: the
accullllditl!ml of decilying waslilgc.
Clean top spillage nn it routine basis (c.g., 7 - I Q
Jay interval doirinl; stuluncr; 15-311 day ilaurv:ll
_ _ _ durirr(; wlntcr).
Accumulations of feed rclidlleS Iteduce Illoisllll'e accilitlillatiall wilhill and - -- - - — — -�
nrnund immedime pe:rimwer of tied slnr;q;a
llreas Ily insusinl; drainage away li-olll silt:
and/or providing adequille comilinin4ul N.g.,
covered bin litr brewer's grain aid similar high
maisuire grain I utlucls).
n Inspecl for maid remove or hreitk up accumidated
solids in filler strips arunntl li:cd sills -age as
Ileeded.
,1
At.Itl' - I'111vclllh--f 11, 1996, Ilagu I

SUUrCC C.anse
IMPS to Control Insects Site Specific Pruclices
Animal I Inkling Areas • Accumulations of animal wastes
❑
Eliminate low areas (flat trap moisture along
and feel] wastage
fences and ollter locations where wasle
accllnllllales and disturbance by animals Is
minimal.
O
Maintain fence rows and filter strips around
unimal holding areas to minimize i
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids us
neellell).
D, y I.Lunue I I;uulling Aceunmlulions of animal wasles
�fl-
Remove spillage on a routine basis (c.g., 7 - 10
y�.,1e11,s
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
n
Provide for adequate drainage around manure
stockpiles. '
f I
Inspect for and remove or break up accunuilaled
wastes in Filler strips around stockpiles and
manure handling areas as needed.
Fair mare infi mmtinn conlacl file Cooperulivc Extenslon Service, Department of Poinnlology, nox 7613, Norlll Carolina Slale_.1lniversily,
Raleigh. IIt', 27n')5-7613.
AMIC - I luvcniber 11, 1996, Pagc 2

S,Itlitc Cuust: IMPS In lMi{{iluilre (tiled- Site Specific Pradices
Sl;suahlig Wdlcr ;tnlunll 6 Improper drainage; IR Grade and landscape siOt that water drains
l r�ilitic� . Microbial decomposition of away front fucilitics
organic luatler
H.111llrc IlaCLL:.1 ulilu 0 Poorly maintained access rilads farm access mad ntainlenaucc
lsllhli.: ul,ul� tium I:uw
' S
:ICGa:f5
Additional Infunmllion : »s: Av;tilable From
4wint Mauura Nlimat;emeW ; 0200 ltuleAMP Packet NCSI Ir Crlllnly l:alcnsillll Cc{ller
Switic I'rnduttian Farm Potential Odor Sources and Remedies ; MAP fact Sheet NCStf - IIAE
Swine l4ssslucliurt Facility Ivlumirr: Manul;ement: Pit Recllurga - I-ugnon "Treatment ; FDA1. 128-88 NCSI I - IIAI:
Swislu Prrulm:tion Facility Malklire. Msnagerucnt: Underfloor Flusl{- Lagoon Treatment ; I.nAli 129-88 NCSI1 - IIAI:
I-ugmin Dcsian and l.tauagcsncn[ for I-ivt:slock Manure Treatment anti Sinrlge ; 1:IIAii 1t13-83 NCSI I - IIAI1
CillilWill iLill of t.lalulrc Will Wastewater Application Fquipment ; WIAR Fact Sheet NCSI I - I[AE
t mimallinn (Mars tram Swint: lWildings ; 11111-33 NCSt 1 - Swine Exlcusiun
{hwir,nsiit�liwi AWIUruRCO l+ruuruin ; NI+tsC Marcia! NC Pall: Ih'IuinCcrY As>;nc
"Wia,rtr (ur I.lunlil;ing (ldlsr; u rupnrt dam Ilia Swine Odor Task Prima NCSI1 Agri ['Beer a iriti iuny
i-luiiatlrc Collccrns in Aninull Mi mire Mstliagenient: Odors and Hies ; PRO107, 1995 Conference: Proccelliligs 1 In{ isla t:auper;uive liatcusinrl
A MI W - 11ovellilicr 11. 19�76, pilge 5

Nlortality Management N'lethods
(check which me:hod(s)are being implemented)
_1 Burial three fee: beneath the surface of the °round within 2_ hours after
knowledge of the death. The burial must be at lust Mo fee; from anv flowing
stream or public body of water. -
Rande:ina at a renderinz plant licensed uncle; G.S. 106-163. Ctni'm0AS Leif Le laced
tR �L � COr�atis�Qr Gtr.O
Complete incineration C6114;1:7W bLj 'rucE
In the case of dead poultry only. piacing in a disposal pit of a size and design
approved by the Department of Agriculture
.� Anv method which in the professional opinion of the State Veterinarian would
make. possible the salvage of part of a dead animal's value «'ithout endange Ing
human or animal health. (Written approval of the State Ve:e;;nz�ian must be
attached)
WA

IRRIGATION SYSTEM DESIGN PARAMETERS jum
LsndownedOperatorName: Vr f 0.yn'% r r-,^ S County; � rJer1 G-
Address: a+c '�' 5 G /�OI9 � .
'•Z 4 5 SS Date
Tel"borw. 910 1 •
TABLE i - Field Spetirm iom
l axttwaia
Liseame S[ca
New, arMCU2
@t�.1er sexex
slam
SATYPO YPO (X C- s
Msu bn=
Apttteatton
Rated
(hAr))
Alaslmuro
A"Umflaa
Per Inrkmxtoa
Cydd•
Coauns,rt+
JO-
Le -A p.3 r a Y
O.G
,2
U•
lZ
. dtJ93
[3ect,.uA ass
d• G
r,
109. y
.3 Be r v. L,4,&q ret ss
O• S
a. q 5
S•
Le - A , 3 6"Aa "
o •
(, 2
t0.9
Le A Q-3 rags
' Z -
to•3
KeA 0-3 e ss
O S
Ci•RS
& la. Ll
Le P 0.3 s
0. C
!,z
f9 a 3 <<' ss
o.
r. z
16 t q.
, 3 rea 5
Z
a r s
0•G
t• S
-Ger a, Aa to I I
C) .t(S
2.,1 5
1 ss
0.6
/• Z
1See'attsched mep.
2Totat Field sau ge mines required buffer arcas.
3Refer to N. C. Irrigation Guide, Feld ofrcce Teehtucal Guide, Section Q G. Annual application must not cxeeed the agronomic. rates for the soil and crop used,
i
i NRCSS, NC
sir L5 TUNE. 194(.

C
J UN 18 1997
TABLE 2 - Traveling Irrigation Gun Settings -S)WA 145 FAYETTEViLLE
Make. Model and Type ofgquipmeai: lVe1son ISO BiG Gar
REG. OFFICE
O.9 � Na�P� �SA'ftaw2�ioc, (�{kely PJay� �C�ar►•► P4tiP
l
•3
V
{
EXKB T D-3 �1
1
E
m
e
ZVF.CC) ��% QpkPP �f11�..
Hd 4 trot
Wd
H Hod
Travel
Speed
Wndn)
Appl
Rate
{-1hr
TRAVEL LANE
Etfodivs Mdivs
VVI (t
W earl
blunder
fed
tkKate
Di&XLC r
(ied—)
EQUIPMENT 3r'i' mS
our -a us Of —Line
Preame Mmur,m
0 Gun ("i) RM
Arc
ftnern3 (anananb
I - l
-3
0,39
22o
900
32o
0.9
70
2
Tx
I -a
3. 3
a, 3q
27-0
Yoo
Sao
o q
2
!
!- 3
3.3
O
?1J
'3Z
' T
T0-�
3, 3
3
2Z�
erj
20
U
�•Z.
-3
3,3
G ,3
zG73
4G
Z-1
3
,3
22D
20
0.9
-4c)
�z
3-2
S 3
O-
G
q
o0
32d
�o
-42
JIG
0.39
2ZCG
[
20
0,9
�Z
- I
,1
a
22p
00
3�
0
Z
T
LI - 2
3► 3
0- 3 9
2-zo
00
3z.0
0
2-.
g
-
3, 3
o- 3
220
0
U
Z
y-
3.3
2ZG
00
2
'
Z
T
( - 5
3.
0.39
2 LQ
900
526
O.
-4d
7i_
T01
c _
.3
Zz-O
o0
20
70
Z_
To.
3.3
D ,
22 tJ
OCR
O•
�O
�2
TQ.
3
0.3
Z
00
20
O. _
0,
:70
-1-0
72-
L(a
r
3. 3
p, 3 2--2G Oat
ZO
�'!-!U
3.3
D
22C�
v0
32G
O•
�t'�
�•Z__
e
t Sec attach ad map.
2Show separate entries for each hydrard location in each t"tetd.
dUx the followinj abbreviations for various mac patterns; F (Cell ciiclej TQ (three quarters), 7T (two thirds), H (half c rcicL T (one (lord). Q (ono gtuufer).
May also use dcgrcm of am.
i
MRCS, NC
Rm, 1996

TABLE 2 - Traveling Irrigation Gun Settings -56 6 S
Make. Model and Ti pc of Equipment:
RECEIVED
EXliIiilT D-!
JUN 18 W
LLE
REC�t.OFFICE -
Field Hal Travel
and SMd
Hydiatt No" t!lnda)
Application TRAVELLANE
Rue E17ec iva F.rrcaiva
(icft) %V'uilli A
V4r d`
Dlamder
feet)
PQUI PMF.N'I' 8�'i'1NO3
Neazle oricratinis opes:tin3
Diamtcr Pre"We t'mmge Arc
In Qun (1,4) 0 Reel Pattern; C•umnants
00
20
6.1
20
D.
-40
2
TQ
32Q.
�
2
- T Q
3,3
0�39 2ZCG
jC0
320
0.1
-�10 I�Z
rtQ
-2 3.3
qC0
'eao
O,
to-1 3.3
O- 22Urq
320
.4
�
2.-
'
10-2 3.3
0.3 ca
32 o
0,9
Z
10-3 33
0.39 2--o
2v
o•
�
�Z
__
IO- 3.3
c).212zc,
20
0.
2.
-1 S 3
0.39 2zCU
9co
310
-7
70
7�2-
_ S3
0.3 22o
q00
3
-9
-)
41L
TCQ
- 3 13.3
r>> 22-0
2C7
Q
2-
:[Q
1- 3.3
3 2-2 4
900
326
i a
-40
'-�Z
IQ
11-5 '3. 3
v 224
32'r->
Q•
i
0
Z.
T
41-C -9.3
0.51 T2O
q00
32o
O,
z
-ra I
1►--- 3,3
0.34 ��O
32o
a
-- _i
C)
-
TQ
3.3
0- 210
Sao
o .
U
z
TO
11- .3
Q,3 2�
OD
Sao
G.
�G
..
i
5ce attached atop.
2Show t 7sWe entries for each hydrant location in each field.
3V&c the followins abbreviations for various arc pal(erra: F (full circle), TQ (12uee quartets), Tr (two thirds), H (halfa We), T (one third), Q (one quarter).
May also use dcgro s of tare.
MRCS, NC
JUNE, 1996

t
TABLE 2 - Traveling Irrigation Gun Settings S l ll 3
RECEIVED
JUN 18 1997
Make. Model and Type of Equipment. SeZ� 5�T � 6�. C mU. OFFICE
•
r� G
r� 'ate&
911 rr •
• `
®ZT&W
�®
• '����Cl.1�Q.7WMW.
ANOW
®
/ �
' ���r
�.
fig•.._
l See attached amp.
2Show wparace entries for each hydrant locaion in each field.
3-Use the following abbreviatitml for various arc patterns: F (hill circle), TQ (1hree quartexs), Tr (tvm thirds), li (halfa rcle), T (one third), Q (one quarter).
May atso use degracs of arc.
NRCS, NC
RM, 1991,
3
D
{
1
1
A
d
@
N
T
3
P
3
OL
w
z
s=
e�
0
3
w

t
t
TABLE 2 - 'Traveling Irrigation Gun Settings
Make, Model and Type of Equipment; SCe � a- s
RECEIVED
JUN 18 1997
FAYETTtI uz
BEG. OFFICE
i
FXKV[3rr D-2
■Diameter
Home
OPCFALrull; •
Imame Fmcule
AM
�®
s
11KENJIMEM
mKromm
----
��®
•
©
� to
•
�r '
•
�
r�
See attached asp.
2Show separate entries for each hydrant location in each field.
3-Use tht following abbcevimium for various arc patterns: F (full circle), TQ (three quuters), TT (two thirds), H (half a rcle), T (one third), Q (one quarter).
May also use dcgraas of arc. -
MRCS, NC
]UN@, 1996

TABLE 3 - Traveling Irrigation Gun Settings
Make. Model and Type of Equipment: See 54k,--t 1 O f S
G.ElfiLLE-
REG. OFFICE
EXHMIT D-2
s� G
NMI
= See attached aisp.
ZShow separtste entries for each hydrant location in rach rield.
3Use the following abbreviatkuu for various arc patterns: F (full circle), TQ (ttuee quutees), TT (tug thirds), H (half a rcle) T (one third), Q (one quaricr).
May also use drsroes orate. -
NRC& NC
ATNE, 1996

Ser A ifar,6J
Plan fmr 4oeAonS
TABLE 4 - Irrigation System Specifications
RECEIVED
UUN 18 1997
FAYETfEVUE
REG. OFFICE
Travang
lr atloa Guri
Solid set
Irrf anon r
Flaw Rate of Sprinkler (ggin)
` q -4
peratieg Pressu" at hump (pti}:
/10.q
Design Precipitation Rate (iwr) "-
Q 3
Rose Lin th (fea)
Woo oo
xxxxxaax
Type of Speed Compensation
Nov P
xxxxxxXX
Pump Type (PTO. lulue, Electric)
61e Se
Pump PawrerRegairemeut(hp)
-50
TABLE S - Thrust Block SpeciGcationst
Designer maw nrnvide [}irnet 6lnetr dMalle nn senarslA sfieet
LOCATION
TURUSr BLOCK
AREA (sq. ft.
900 Band
a. q 5L.
Dead Ead
. S 6
Tee
6, 552-
° oen
03
'See USDA -MRCS FieW Office Technical Guide, Section W. Practice Code434-DD.
MRCS, NC
NNE, 1996

RECEIVED
JUN 18 1997
Narrative of Irrigation System Operation FAYETTEViLLE
REG. OFFICE
Describe d= operation of the system in the spasm prwWed bdow w at a siralar sheet mast coavinimt to the desigacdsupplies.;
LwAude pnmdmu such as stars -up, shut -dams, wWaization and regalia maintenance of uU ogoipumt.
MIM 1M
NRCS. NC
7lME-, Im

= ❑ Iamley-Horn
I• and Associates, Inc.
Narrative of Irrigation System Operation
for Rose Tract Finishing Farm Complex
Producer:
Murphy Family Farms
Location:
Rose Tract Finishing Farm Complex
— Bladen County
Telephone:
[phone]
.... tr
Prepared by:
Robert M. Miller, P.E.
O
Kimley-Horn and Associates, Inc.
�'
t
Prepared for:
Jimmy Sauls =-
Murphy. Family Farms
Date:
June 11, 1997
Type of -Operation:.
Swine: feeder -finish
Number of Animals:
36,720 (5 farms each with 6 houses @
1,224 animals each)
{design capacity}
General
This irrigation system has been designed to accommodate the irrigation of land for up to five
finishing farms at one time. This has been done as there are five finishing farms (sites #4
through #8) on the southern portion of the Rose Tract finishing farm complex. Each lagoon is
equipped with a quick disconnect hydrant. There is a buired 6" class 200 PVC piping network
which connects all hydrants in all fields. The premise being that any of the five lagoons can be
irrigated to any of they fields 1 through 13. The pumping system is a portable system consisting
of a 30BP centrifugal pump and a water cooled diesel power unit mounted on a trailer to
overcome a maximum total dynamic head of approximately 110.4 psi and provide at least 70 psi
at the spray gun. This will provide sufficient hydraulic capacity to facilitate irrigation from any
of the five lagoons to any of the hydrants on -site. The farmer will tow the pump trailer to the
desired lagoon, and irrigate per the waste management plan for this farm complex.
Thrust blocks have been provided at critical points (fittings) in the design to account for thrust
forces during pressurization. Air/vacuum release valves shall be provided at the high point of
the buried piping network. Air vent valves shall be provided at the low point of the piping
network. Piping isolation valves have been provided at approximately 1,000 foot intervals for
ease of maintenance in the event that a section of piping requires repair.
Operations
The operator should refer to the information in this design submittal for hydrant locations and
pull lengths, travel speed, application rate nozzle size etc. The operator must make the necessary
adjustments for each pull. When setting up the reel, make sure it is level and the stabilizer legs
are down and secured. Engage the brake then discharge the anti -rollback lever and the drive
mechanism. Pull out hose at a speed not to exceed 3 miles per hour. Engage drive mechanism
Rose Tract Finishing Farm Complex Irrigation System Operation — Page 1

❑_❑nd Asst►dates � ad 'am-Hom
, Inc.
and anti -roll back device before disengaging the brake. Prime the pump set up and start the
engine at idle. Operate the engine at idle until a solid stream of water is exiting the gun, air is
out of the line and pressure is slowly building on the gauge. Increase speed of motor slowly until
desired pressure is reached. Set safety switches to ensure immediate shut down of system if a
problem occurs. Also, set the timer to shut off pump at the time a run will be completed. Idle
the system down instead of relying on the safety timer.
Maintenance
For winterization, disconnect all flexible hoses and end caps on gun cart, then pull out hose half
way to purge enough water to protect against freezing. Refer to all equipment manuals for
proper maintenance procedures. Inspect the system periodically to ensure that there are no leaks.
Rose Tract Finishing Farm Complex Irrigation System Operation — Page 2

EXIffiliT D-S
rsu111li pry
IRBIGATION SY TEM DESIGNER
Name: ?4�eY+ ryk On"Ilor
Company: ,,,,fie - rnJ611A A006-L-(Q-5- INS- ? 17147
Addra:s: .. o, (ZK 30
d
:.,
• : � .,NCI NEB
Phony ••• ...•••• ��•��.
%"'. T M M�
rr11/iilil�tl\�\
REQUIRED DOCUbM4TATION ,
7be foltawing details of design and materials must nocongmy ail irrigation designs:
L A segue dravrfng of the paopaaod uription system which includes hydrant locations, travel lanes, pipeli= routes. thntst black loealwas and bulia arras whore applicabie.
2. Atmmptioes and computations for determining totat dynamic head and hamcpowcr requirements.
3. Compute ions used to deternu= alt mainline and lstetal pipe shes.
4. Souram anNor calcalatioes used for dc%=ihiiag application rates
S. Computations used to dctamiac the sire of trust blacks and ithcstrations of all auust block conflgaratims required in the system.
6. Manufactures'a specifiearions for the irrigation pump` Irar+etQ and apdnklcr(s�
7. Manufacturer's spedruations fouthe irrigation pipe mWor l]SDA-MRCS Aundard for Irrigation Weser Conveyance.
N.C. Field Of ma Tedrnical .turd' t, Sectiou IVY Practice Code 4WDD.
L The information mquiwA by this fort are the mirtimuro requirementL& his the responsibility of the desi8= to considerall rdevam &dam eta particular site and address thorn as
apprapfi"
4. irrigation pipes show not be installed in lagoon err storage pond arubaidd:nents without the approval of the designer.
NOTP— A buffer strip fact wide or wider must be meirrtsinod betvrxn the limits of the irrigation system and all paemial
streams and surf'ate waters per NC Statutes.
NRCS, NC
JUNE, 1996

❑�❑ KimleyNom
and Associates, Inc. sheer No, of 2
job 6SQ Im&. i c 1 A 10r job No.Oi i � � -
Designed by h' flare 6 Checked by Aare --
—.L101�.-��FP�aCk ion
cwr 1Pry_
b
_
I!
I 3 I ` ___,y€__. _.... __ E S .,...,,I.--;...___-.._..
_.E _.-. i _ _..,_.�_.__..... .... . t.. i i...._•__
t
5 +
,
rr2
owl %a C a+r
d! �•3�"� l i-[l�+�, -''3�3 tt r++{r_l
miQpd
�!!
-;!I
1111f11il1!III'.Ili
lIII!� I! �iiil
0o 161 0 s s ICY' IN.
i f(.iL.Q CQS2{5 tipr+_1_ IL�SG�!1 iT r
I 1 1 C1 I
IJ�.
17
I
_---
�l ,
T
'�p[ai iC�v�viN4n ln�y�1,_ 3 y35Q
_Vst.N_.N4�_te_��=!`�G.— ---'-

❑�❑ Kimley-Hom
and Associates, Inc. Sheet No. 2- Of
Job SUAOCI—:<Job Na
Designed by M Y- Date Checked by Date
—
F lc nor ,1+11f
U101 IXFq4
lie
.... . ......
7-
L
4—
0 400.: - 4- 4cje�-r'
p ..... .. . ....
avk
Jn
7
T-
.................. .....
�� , -7 I -----I------ ' -T �-li - -E -I- ;
-- --------
I ; +---T ; -- — � i�� .___i_...-....� r...�..1 r;
�
I i
T
J
I T
.. .. ... . ... . .. ..
. ....... . . .........
. ... ...... ...........

ENGINE DRIVE Curve 4117 Page 1.01
Oated 1-3-72
0
11
0
Cme: momw C.I. Pm A& M- 1 926 mod6ma 4-928 Ysopous LAIL Cyr
was swr momm C,f. POKOL L-3076 MwL L- 3077 0- *3-1/2' Fui.6
550 MAXIMUM WORKING poessung 24' PSI 'm is -10 30
In #mw
520
00
450 .0
�d
40D a
350
z 2910 Ineya
LIM4 200 FL 6L
sw +00
M
sm- 1.4 T
IN
50
TDaL
0.
0 co -50 200 250 300 350 40 450 500 55'0 600 00 700 75-3 1300 850 900
CAPACrrT IN U.S. GALLON! PTA MRiVrl
L.7-7045 Sea"" T-2-405 sww..ao C-70&5 oam 5-11-7' o.r -2-22-T' MODELBZ-LJOBL
C.I. PmmwK-1926 MOMM& H-19,28 VARIOUS RAIL c"I'le
C.I. Pram L-3004 MAu.ar L-3039 0- 13-1/2' FULL tl)-tL IV "M -40w al
M~wp.M
Maximum 'dommoma Pmc3sume 2-17 PSI. wi ro Will (3 TO
..... ...... . ........ 4 ...... . .. I
GOp
L.-.,.,.,.,.:,.,.".,.,".,.,"..-.--.�--.* ......... .
. ..... .......
Zpjrl. Luca
. . ........
20
ro
.. . ......... . ...... + - - - ............ ...
........... ... .. . .....
450
10
.......... ........... , 4 fs-
4C0
.........
...240WRf"---4 . ..... -4 ..................... .. . ....... ............. . . . . . . . . 0
.......... ... . . ...... .... . ...
... ...... . ..
..... ........
IM
- -- 7.=L-
. .. ........
..... .... ....
IF . ..... tF ......
250 1 ........... . ........a...... ..... .
... .. .......
200
7 .....
..........
150
..........
100
. .........
....... ...... -H
.:.., . . .... . ...... ... ...
50 -, '- .......... . I . .. .... .. L
-T
. ..... T03L
50 rOD io im
,0 10 350 400 450 500 550 6CO 6150 700 750 SM
cAPACrrY IN U.S. GALLONS PER 3drAm
C-7046 B..o. r-,-e04 swr.ww C--,046 or..9-3-7, OM 10-27-7- MODEL 82-T J Q B M
91211
��J
��J

LISTEWiVECO POWER UNIT. -
WATER -COOLED
January 1, 1996
L.PU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE
SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
1 2500
LPW2
9
10
11
11
12
13
13
15
.380 0 2000
LPW3
14
1s
16
17 ,
�18r' .'
19
20
23
.380 ® 2000
LPW4
18
.19
22
23 "
25
26 .
27
- 31
.380 ® 2000
LPWT4
28
31
'33
35 .
:"38 ..
:"39 ..
41
43 _
.400 01800
rr' LJ.-.
80311;a
.�;S
36
40
pii2
44S
362 01800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in Ib/hp-hr:
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature — 2% per 10°F above 85°F;
Altitude — 3.5%Q per 1000 FT above 5.00 FT
Turbocharged engines (LPWT4):
Temperature — .3% per 10OF above 85°F;
- :� = :'= ; :•
0 FT above 500 FT
Altitude — 2.5% per 10 0
T0.'
:,` ;

t
E30A PERFORMANCE GUIDE'
E30A X 1000'
SWRHY-REEL PERFORMANCE
Application Depth Chart - Inches
NELSON
SPRINKLER
SYSTM
'Area Covered
Throttle,, RIM
Ft11-10!!r Travel Speed
SR150
PERFORMANCE
INLET
Per Runs
------ HI ----a
--------------Low--------------
a NOL•
PSI
GPM
DIA
PSI
Width
Length
Acres
363
280'
200 1
150
120 1
80
40
1.00"
60
102
300
,.95
2j0-..
1105
5.3
•0.2
0.3
0.4
0.5
0.5
03
1.1
RING
78
197
310
.111
217
1102
5.5
0.2
0.3
: OA
0.5
0.6
1.0 '
1.9
or:9�
80.
210
320
126
224
1112
5-7
9.2
03
0-4
0.5
0.7
1.0
2.0
TAPER
90
223
330
1 141
231
1116
5.9
02
.3 0
OA
0.5
0.7
1.0
2.0
1.18
50
205
300
94
Z10
1105
S.3
0.2
03
0.4 '
10.5
0.7
1.0
7-1
R[RG
.60
225 -
315
.112
2Z1
1110
5.6
0.2
0.3
OA
O.S -
0.7
1.1
2.1
or 1.13"
70
245
330
131
231
1116
5.9
1.2
0.3
0.4
0.6-
0.7
1.1
7-2
TAPER
60
260
340
148
238
1119
6.1
0.3
0.3
0.5
0.6
-0.8
12
2.3
1.26"
50
255
320
115
224
1112
53
03
0.3
0.5
0.5
0.0
1.2
2.4
RING
60
275
335,
135
235
1117
6.0
0.3
0.4
0.5
0.6
0.8
1.Z
2.5
or 1.10
70
295
350
155
1 745
1123
1 6.3
02
GA
0.5
0.6
0.8
1.3
2.5
TAPER
1i011Rs FOR 1000
FEET OF TRAVFJL- 2.6
3.6
1 5.11
1 6.3
8.3
12-5
25.0
'The area euvwed may vary dependlnug on wind conditions, field diniansloin and use of unsped0ed sprinklers
The system Wet pmssnre Is the presore at the Inlet lathe lraveler and Includes allowances kr the bayekr plumbing and
ddve. PE tare and spdntkr operallnp presume. It does aal laclude any pn=urt allowance for lleld elevation or mainline
p:essme W.
NOTE: Spedllcallam arc sobjed to zboge telrhout notice.
Engine
Thzottle
Setting
High
3604 rpm
LOW
2400 rpm
SO-0404-0
3
r
z
3
o
s
c

Mr�,n. br'i'Js~
- start-up & operation - -
1
30A PERFORMANCE GUIDE
30A WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
HL3ON
s;PRINKLER
9YSTM
*IRRIGATED
TRAVEL SPEED - FM PER HOUR
SRIN
PIAPORMANC!
(MIST
ARU
60
73
log
150
!00
300
a NOZ:
PSI GPM PIA
PSI
WIM X LNOTH
1.084
40
182
300
10i
210 X 1145 ,
, f.i
1.3
1.4
0.7
0.1
0.4
1.2
Mill
70
111
319
111
117 X 1101'
1.3
1.1
0.8
0.1
0.4.
0.2
or -so
10
210
320
140
224 X *1112
1.3
1.1
1.1
IL I
CA
0.4
0.3
Taper
so
1123
3"
111
Ul I t1:5
ti
1.8
1.1
&1
0.1
0.4
0,3
t.10'
60
205
1G1
I10 ll 1145
2.1
1.1
1.1
0.1
0.1
0.4
0.3
Ping
60
221
311
127
221 x Ilia
LI
1.7
1.1
0./
96
0.4
1.1
or 1.0'
10
245
334
147
231 x 1114
2.2
1.1
1.2
0.5
0.6
CA
OJ
Toyer
-715_
210
340_
145
231 x MII
2.3
1.1
1.1
0.9
to
0.5
0.3
1.15'
Ring
iG
10
251
273
320
331
132
153
ri4 X i S 1!
235 1 1117
2.4
9.5
1.9
7.0
1.I
1.3
1.0
1.0
0.5
0.7
0.5
4.5
0.3
0.3
tr 1.1'
Toper
AOuRs FOR Im FEET OF TRAYM
15.0
20.0
13.3
10.0
11.7
"WAM IRItt 01684ert lbewr above is tot Tu bw pelves. Eoilae 94"1 w10 %a rpproa 1t PSEI IIwv.
'Ares Settled eR my dspsadivo to wlad eSvillhov, livid dMiioiretoor srd ra of aaspeoUled sprlskim.
The tvertis uu senrrd pm rail Is 0.1 aster.
The '1111em Intel Promote' is the primes ngvInd it the 4"1111 lelel. It Includes allexeetel lei the blvelar p1whlap 404
drive. Pf Nba and sprthtlu presurt. Turbles Otis w10 muffs addatatsl prossere it Nib of epsods. fl deem net Ireludt thlr
11113111 111trfsacse lull ind dinI1ee or MIN1100 yreuere 111L
We the min p3rtae p 6l e1 ground Ipreds Ieeve 71 teal par hrrr.
NOTE: ipectflcalloot ate nbtrtl la chan0e el0�aa1 eS11t1.

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
County: BLADEN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATIQN
Nursery: -------------------
Earm Population:
0
r'
®
Finishing:
U ^
I U
7344
Hd.
to
�
Farrow to weanling:---------
z
0
Z
,,.
=�
r.,ii: --rf
Farrow to feeder:------------w-----
ago=
�
t
0
w
Farrow to finish: „-____-
Boars: ----
r,,,
------ 0
p
0
0
c �
Stora
� �
C7
� �
8�
Days
�
25 Yr�124eH� Storm Event
"Heavy Rain" Factor.
7.5
In.
Rainfall in Excess of Evaporation
7.0
In.
.�
Additional Water Usage: -------------
--
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)----------
N
Does Operator Want Emergency Spillway?
REQUIREDIIIM!
N
Is This Design for an Existing Farm?
(YIN) -----------"
N
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:-------------------
88.05
Ft.
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: -------------------
0.3
Ft.
Top of Storm 1 Spillway Buffer: Not Applicable
0.5
Ft.
Side Slopes:
3
:1 (H:V)
Inside Top Length: ,`------------------
530.0
Ft.
Inside Top Width: ------------------
500.0
Ft.
Top of Dike Elevation: ----------
93.80
Ft.
Finished Bottom Elevation: ----------
82.60
Ft.
Start Pump Elevation: -
91.00
Ft.
Stop Pump Elevation: ------------------
88.60
Ft.
N
Storm Stor =
Temporary =
Permanent =
Total Volume =
331250 (Cu.Ft.)
561056 (Cu.Ft.)
1239300 (Cu.Ft.)
2,131,606 (Cu.Ft.)
379,503 (Cu.Ft.)
577,414 (Cu.Ft.)
1,301,846 (Cu.Ft.
2,258,763 (Cu.Ft.)
114.57%
102.92%
105.05%
105.97%
Lagoon Surface Area: (Inside TOD) -- ---- 265,000 S.F.

Grower: MURPHY FAMILY FARMS
Designed By:
RPB
Address: P.O. BOX 759
Checked By:
RMM
ROSE HILL,
NC 28458
Date:
06/11/97
County: BLADEN
Sheet 2 of 7
_LAGOO STAGE -AREA
ACTUAL DESIGN—VOLUMEDIESIGN—VOLUME
VOLUMES
Contour
CALCULATIONS
Ina,
LATIONS
Cumul. Vol.
FT)
Elevation (ET.)
82.60
Area (-S
200,300
(Cu.
83.00
202,455
80,551
80,551
84.00
207,893
, ` 205,174
285,725
85.00
.213,404
210,649
496,374
86.00
218,986
216,195
712,569
87.00
224,64.1.,
221,813
934,382
88.00
230,367
227,504
1,161,886
89.00
236,165
233,266
1,395,152
90.00.. -
242,036
239,101
1,634,253
91.00
247,978
245,007
1,879,260
92.00
253,993
250,985
2,130,246
93.00
260,079
257,036
2, 387, 281
93.80
265,000
210,032
2,597,313
These volumes were calculated using
the vertical avers a end area method.
TOTAL REQD VOLUM
2,131,666
CF
CUMULATIVE
VOL.
ZONE VO
105.97%
END PUMP = = = = >
88.60
FT
1,301,846 CF
TR'MT
1,301,846
105.05%
START PUMP = = = >
91.00
FT
1,879,260 CF
TEMP
577,414
102.92%
MAX STORAGE = = >
92.50
FT
2,258,763 CF
STOR
379,503
114.57%

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 06/11/97
County: BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Tvoe Caoacitv * ALW * (cu.ft.11b) = Totall
Nursery
0
30
1.00
0
Finishing
7,344
135
1.00
991,440
Farrow to weanling
0
433
0.67
0
Farrow to feeder
10
522
0.67
0
Farrow to finish
0
1,4171
1.00
0
Boars
01
400
0.50
0
Total Required Treatment Volume (cu. ft.)= 991,440
Sludge Storage Volume:
nimal T e Ca acit ALW cu.fF/lb = Tota
Nursery
0
30
0.25
0
Finishing
7,344
135
0.25
247,860
Farrow to weanlin
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
01
400
0.125
0
Total Required Sludge Storage Volume (cu. n.)= 247,360
Temporary Storage Volume:
Manure Production:
Animal Tvae Capacity * Sto. Period* (gals/Hd./dav) = Total
Nurse
0
180
0.30
0
Finishing ,
7,344
180
1.40
1,850,688
Farrow to weanling
0
180
4.30
0
Farrow to•feeder
0
180
4.50
0
Farrow to finish
1 01
180
13.501
0
Boars
1 0
1801
4.001
0
Total Manure Production (gals.)= 1,850,688
Total Manure Production (cu.fL)= 247,418
Excess Fresh Water:
Animal Type Ca aci * Sto. Period* als/H .Ida
= Total
Nursery
0
180
0.20
0
Finishing
7,344
180
0.90
1,189,728
Farrow to weanling
0
180
2.90
0
Farrow to feeder
01
180
3.50
0
Farrow to finish
01
180
9. 501
0
Boars
01
180
2.70
0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cuff)= 159,055

Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: . BLADEN Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 112in./ft
Vol.= (265000 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 154,583
Storm Storage: ,
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr.124Hr. Storm(in) / 12in./ft.
Val.= (265000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 165,625
"Heavy Rain" Storage:,
Vol .=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) ! 12in.lft.
Vol.= (265000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 165,625
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain") = 331,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 561,056 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2131606 (CU.FT.)

Grower: MURPHY FAMILY FARMS Designed By:, RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 5 of 7
TTVC191411 .1J►
Top of Dike Elevation ___-_________
Emergency Spillway Crest Elevatio Top of of 25 yr124 hr Storm Storage -----
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation________
Top of Sludge Storage -------------------
Seasonal High Watertable Elev.---- ----- ______
Finished Bottom Elevation --------------- ----
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes __-____-______
Lagoon Surface Area -------- ----------
Freeboard Depth
Temporary Storage Period-------------------
93.80 FT.
92.50 FT.
92.50 FT.
91.66 FT.
91.00 FT.
88.60 FT.
83.82 FT.
88.05 FT.
82.60 FT.
530.00 FT.
500.00 FT.
3: H:V
265,000 SF
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 2258763 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth 6.0 FT.
Temporary Storage Zone Depth ----------- 2.4 FT.
Freeboard 1 Storm Storage Zone Depth ----------- 2.8 FT.
Total Lagoon Depth ---------- 11.2 FT.

Grower: MURPHY FAMILY FARMS Design RPB
Address: P.O. BOX 759 Checke RMM
ROSE HILL, NC 28458 Date: 06/11/97
Countv: BLADEN Sheet 6 of 7
1
1
1
1
1
STRT PMP EL.= 91.00: 1
'1
END PMP EL. = 88.60 1
1
,= 1
1
1
I
ZONE ELEVATIONS
TOP OF DIKE ELEV = 93.80
1
TOP OF STORM ELEV = 92.50 / 1
- 1 1
TOP OF HEAVY RAIN ELEV = 91.66 1
1
TOP OF TEMP STORAGE ELEV = 91.00 /
1
TOP OF TREAT ELEV = 88.60 1 SHWT = 88.05
1
1
TOP OF SLUDGE ELEV = 83.82 1
1
FINISHED BOTTOM ELEV = 82.60

Address: P.O. BOX 759
ROSE HILL, NC 28458
Cou
Checked By: RMM
Date: 06/11 /97
7 of
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan .,r`�aa,..•S�O
pE `
SEAL 9r;
DESIGNED: i i 17747
r
DATA: !/ `� �`'•�F,p�� N4�-Q'`��,*'•�,
COMMENTS
N

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING SPECIE[CM11
ACREAGE TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES:. SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
300 LBS. RYE GRAIN AT 30 LBS.IACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBS.IACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL "
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS -ESTABLISHED

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
Add soil to berm to temporarily increase elevation of dam -any permanent
aft&ation of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorpora4 waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and,sprinklers-actions include:
stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily nluaaed with clav soil

L7KUVVtK: MUKI-'MY FAMILY I-At4
ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY:
DATE:
`Lagoon problems require the consultation of an Inalvlaual experieni
design and construction of lagoons for permanent repair measures.
RMM
06/11/97
20F2 _
n the
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies. $1: i
B. During noral business hours, call'your DEM regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, -telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for adviceltechnical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with l4ease of wastes from happening again.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
Al
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 - 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. 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 be
thoroughly loosened prior to placing the first liff'of fill material to get a good bond.
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown 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 material may 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 shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when rill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in: 4eight with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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.
pf
A 40 mil HDPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by'GSE
Inc. or owner approved equivilant.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BL4DEN SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfiled as specified to grade with a material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
A cutoff trench shall be constructed undeF-the 'embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall. be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
An observation trench ,shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 orflatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/11/97
COUNTY: BLADEN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess flesh water storage, (3) rainfall in
excess of evaporation, (4)- storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional.fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year,rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging 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. The plan recommends
sampling and testing of waste before land application.

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY: RMM
DATE: 06/11 /97
SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 91.00 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 88.60. This temporary storage, less 25 year 124 hour storm,
contains 577414 cubic feet or 4319058 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan. for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Rlsources, Division of Environmental Management,
has the responsibility for enforcing this law.

PF*JECT-
SOILS INVESTIGATION scmLs mTs7mmm
TEST •
M
•
s
•
• •
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r
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NMI
0
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10
3
0
3
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0
w
rg
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V
V

13'PJAMO R of Soil
►n of Sa
Routine 0 Complaint 0 Follow-up of DWQ inspection 0 Follow-up of DSWC review 0 Other
Facility 2fNumber 0 Date of Inspection
Time of Inspection 24 hr. (hh:mm)
0'Permitted [3 Certified 0 Conditionally Certified [3 Registered 11NNot Operational I Date Last Operated:
Farm Name: .......d. :..�f' G. Rot-;--5-k! .. ... ..7...t. t:o�rnty:.....I�..kza.f.'!i.-........................I................
Owner Name: .. ..L//�� !jr ................L ... ... if ................., Phone No: Z ... Z.. ��............................................
Facility Contact:.........Q.h.t!1r..../.,1.!..�r.�..�.- ....................Title:...........! .i...................... Phone No:...................................................
vlailing Address: .......... ...IJ... ......L.............,......................................... Rplc�r...�.(.a....!...........,�............I.. �7.J...11..
Onsite Representative: ............................................................................. Integrator:..........
CertifiedOperator:................................................................................................................ Operator Certification Number:..........................................
Location of Farm:
r
.......................................... .. ............. .... .................... ..... .... T
Latitude 0 �J4 �6 Longitude • ` 14
❑ Layer
❑ Dairy
❑ Non -Layer
4
❑ Non -Dairy
Discharges & Stream Impacta
1. Is any discharge observed from any part of the operation? ❑ Yes ❑ No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made'? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (Il' yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ❑ No
3: Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ❑ No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ❑ No
Structure I Structure 2 Structure 3 Structure 4 Structure a Structure 6
Identifier:
Freeboard(inches)::............................................................................I.................. .................. I........
S. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
3/23/99
❑ Yes ❑ No
Continuer) on back
s

Facility Number. -- Q6 Daty of Inspection
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-5 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN
12. Crop type
❑ Yes
❑ No
❑ Yes
[:]No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ❑ No
14. a) Does the facility lack adequate acreage for land application? [:]Yes ❑ No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This Facility is pended for a wettable acre determination? ❑ Yes . ❑ No
15. Duos the receiving crop need improvement? [:]Yes ❑ No
16. Is there a lack of adequate waste application equipment? ❑ Yes ❑ No
Required Records & Documents
17. Fail to have Certificate of Coverage & General Permit readily available? ❑ Yes ❑ No
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
24. Does facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
�'Vo yi610(iortls'ok. ftrjcj6nOb,9-WerLA ¢>�r h)gthis'visit; Yoit;wits-trep�iVe oo.flitthoe
corresnoridteitce: a�airti this visit.:.... .......::.....:............ .
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
'99

RCDENR
North Carolina Department of Environment and Natural
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Suliins
Director
April 29, 2011
A. J. Linton
Rose Tract Finishing Farm Sites #4, 5, 6, 7, & 8
P.O. Box 1139
Wallace, NC 28466
Dear Mr. Linton:
Resources
Dee Freeman
Secretary
RECEIVED
MAY 0 3 2011
DENR-FAYETTEVILLE REGIONAL OFFICE
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS090206
Bladen County
In accordance with your April 28, 2011 request for the rescission of the Swine Waste General
Permit issued to a proposed facility that was never built, Certificate of Coverage No.
AWS090206 is rescinded, effective immediately.
If, in the future, you wish again to operate an animal waste management system you must first
apply for and receive a new animal waste permit Certificate of Coverage. Operating an animal
waste management system without a valid animal waste permit Certificate of Coverage will
subject the responsible party to a civil penalty of up to $25,000 per day.
Please contact the Fayetteville Regional Office at [phone] if it would be helpful to
discuss this matter further.
Sincerely,
_ar Coleen H. Sullins
cc: Fayetteville Regional Office, Aquifer Protection Section
Bladen County Soil & Water Conservation District
Technical Assistance and Certification Unit
Fran McPherson, DWQ Budget Office
APS Central Files (Permit No. AWS090205)
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699.1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] l FAX 1: 919-715-0588: FAX 2: 919.715-60481 Customer Service: 1.877-623.6748
Internet: wwwwate[guality.org
NorthCaTi ina
�irturulltl
An Equal Opportunity's Affirmative Action Employer

F `W
UA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director � E � c � v�cDtary
May 16, 2011
A. J. Linton MAY 18 2011
Rose Tract Finishing Farm Sites 44, 5, 6, 7, & 8
P.O. Box 1139 DENR-FAYETTEVILLE REGIONAL OFFICE
Wallace, NC 28466
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS090206
Bladen County
Dear Mr. Linton:
In accordance with your May 9, 2011 request for the rescission of the Swine Waste General
Permit issued to a proposed facility that was never built, Certificate of Coverage No.
AWS090206 is rescinded, effective immediately.
If, in the future, you wish again to operate an animal waste management system you must first
apply for and receive a new animal waste permit Certificate of Coverage. Operating an animal
waste management system without a valid animal waste permit Certificate of Coverage will
subject the responsible party to a civil penalty of up to $25,000 per day.
Please contact the Fayetteville Regional Office at [phone] if it would be helpful to
discuss this matter further.
Sincerely,
-roe
Coleen H. Sullins
cc: Fayetteville Regional Office, Aquifer Protection Section
Bladen County Soil & Water Conservation District
Technical Assistance and Certification Unit
Fran McPherson, DWQ Budget Office
APS Central Files (Permit No. AWS090205)
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919.715.0588; FAX 2: 919-715-6048 ti Customer Service: 1.877-623-6748
Internet: www,ncwatemu.alltv.org
One
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

O OF W AT ERQG Michael F. Easley, Governor
o William G. Ross Jr., Secretary
V3 North Carolina Department of Environment and Natural Resources
p Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 JU,4 2 7 2K.127
Murphy -Brown, LLC I
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 856
Warsaw, NC 28398
Subject: Certificate of Coverage No. AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Animal Waste Management System
Bladen County
Dear Murphy -Brown, LLC:
In accordance with your application received on 11-Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8, located in Bladen County, with
an animal capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 36720 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean. 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111,1.9 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in' conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) ' will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please nav
careful_ attention to the record keeping and monitoring conditions in this permit.
Nonc Caro ina
turally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterauality.ore location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledlt 0% Post Consumer Paper Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AW S090206

Michael F. Easley, Governor
O7 William G. Ross X, Secretary
North Carolina Department of Environment and Natural Resources
A Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED r
Murphy Family Farms
Rose 'Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill, NC 28458
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enr.state.nc.us/aRs/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two tyl2es of general permits, you must submit an lication for ermit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General_ Permit.' The application form must be completed and returned by January 2, 2007. Please nose, you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty,
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit'staff at 919-733-3221. .
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 090206 ,
Murphy Family Farms
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newaterauality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
N��o,,��Carolina
(919)
[phone]
[phone]
[phone]

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
4 0 •
mom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999 RECEIVED
Murphy Family Farms �'�1,V Q 2000
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759 FAYMEVILLE
Rose Hill NC 28458 REC. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 9-206
Bladen County
Dear Murphy Family Farms:
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. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR], 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: Fayetteville Regional Office
Bladen County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.
Director
June 26, 1998
Murphy Family Farms
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
1 • •
NCDENR
NORTH GAROLINA,DEPARTMENT OF
ENVIRON1W215
URCES
1111 17 1998
FA����rr..r%,`ltyir�.V,�eU,D[.,E
REG, MA i L.r
Subject: Reissuance of Certificate of Coverage
No.AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Swine Waste Collection, Treatment, Storage and
Application System
Bladen County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on July 17, 1997. in accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Murphy Family Farms, 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 Rose Tract Finishing Farm Sites #4, 5, 6, 7,
and 8 Farm, located in Bladen County, with an animal capacity of no greater than 36720 Feeder to
Finish and the application to land as specified in the Certified Animal Waste Management Plan
(CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS090206 dated July 17, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility., The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition I1I.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition II1.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate. the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville 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 J. R. Joshi at [phone] ext. 363.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
1••
1:3 FE N F 1
Murphy Family Farms 1997
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759 FA I TEV$j_LE
Rose Hill NC 28458 REG. OF;:IC,
Subject: Classification of Animal Waste Management Systems
Facility: Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Facility ID #: 09-206
County: Bladen
Dear Farm Owner:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on .tune 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper -

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
December 8, 1997 rRECOVED
DEC; '1 0 1997
TFAYE-17EV; Ll_C
REG. OFFICE
Subject: Notice of Violation and Revocation for Nonpayment
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
Permit Number: AWS090206
Bladen County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an
animal waste management system permit will be charged in each year of the term an annual permit fee. Annual
permit fees are billed following the issuance of the permit and then annually thereafter on the anniversaryof that
date. Your animal waste management system permit was issued on 7/17/97.
Your annual permit fee for the period of 7/17/97 - 7/16/98 is $200.00. Your payment was due
11/13/97. Because this fee was not fully paid within 30 days after being billed, this letter initiates action to
revoke the subject permit, pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required
Annual Animal Waste Management System Permit fee for your animal operation is received within that time.
Operation of an animal waste management system without a valid permit is a violation of North Carolina General
Statute 143-215A and is subject to the assessment of a civil penalty of up to $10,000 per day. Your payment
should be sent to:
N.C. Department of Environment Health and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerely,
cc: Supervisor, Non -Discharge Permitting Unit
Fayetteville Regional Office
Bladen County Health Department
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

UR__PHI -1V
F AM I L Y F AYR M$
November 10, 1997
North Carolina Dept. of Environment, Health & Natural Resources
Division of Waaer Quality
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Kim H. Colson, P.E.
Re: Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
COC No. AWS090206
Sampson County
Dear Mr. Colson:
I am writing to inform you that construction on the above referenced facility was started
before August 27, 1997. If you have any questions, please call me at [phone] ext.
4717.
Sincerely:
le,4,
J. Neal Tucker, P.E.
Engineering Manager
cc: File
Fayetteville Regional Office - Water Quality Section
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTFED MAIL,
RETURN RECEIPT REQUESTED
Murphy Family Farms
PO BOX 759
Rose Hill NC 28458
0
WOW
�EHNR
Subject:
Dear Murphy Family Farms:
RECF"� ".
REG I L.~ ...... a''.
Rose Tract Finishing Farm Sites
#4, 5, 6, 7, and 8
COC No. AWS090206
Bladen County
The subject facility was issued a Certificate of Coverage (COC) on 7/17/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG 100000. On Aug. 27, 1997 Governor Hunt signed -into, law- the Clean -
Water Responsibility Act. The Clean Water -Responsibility Act included several changes:to'the Swine
Farm Siting Act (Siting Act) including the requirement that all set back distances -be met for -any swine:
lagoon or swine house for which construction -commences on or after the effective date of the Clean Water.*
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements- may apply to .
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit, Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
Kim , S p isor
Non -discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Pen -nit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B.- Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 16, 1997
James Sauls Jr
Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8
PO Box 759
Rose Hill NC 28458
Dear James Sauls Jr:
RECEIVE®
Jtlt. 18 1997
FAYETTE-M REG. OFFI-U-
Subject: Certificate of Coverage No. AWS090206
Rose Tract Finishing Farm Sites #4, 5, 6,
7, and 8
Swine Waste Collection, Treatment, Storage
and Application System
Bladen County
In accordance with your application received on June 13, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 09-206, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Rose Tract Finishing Farm Sites #4, 5, 6, 7, and 8, located in Bladen County, with
an animal capacity of no greater than 36,720 Feeder to Finish and the application to a minimum of 348
acres of land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's 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 specifier] in this COC,- the General
Permit or the CAWMP may result in the revocation of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership. .
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

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 Fayetteville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely/
, ' A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File

dl, J8
�I I
1 I
ICI
GRAPHIC SCALE
�01.3 Q ;50
- _ .
( IN FEET } \
1 inch = 700 ft.
1/1- (-,,TR I- II-'Y'
P
A L",
M
INC.
P. 0. BOX 759 ROSE HU ,
PHONE (910) 289 - 2111
NOR1H CAROLINA 28458
TAMPED BAC'KFILL -- .--�.
Io
0.
O
7 NOTE TO CONTRACTOR; --
VALVE BOX SHOULD NOT
W CONTACT MAIN OR VALVE
65
TYP. FINISIIFD GRADE
VALVE BOX IN UNPAVED AREAS
COVER
6- (MIN.}
5
.. (LINPAVED AREAS)
CONCRETF.
ENCASEMENT
AF 3000 P.S.I.
- - VALVE BOX
(CAST IRON)
VALVE
------TAMPED BACKFILL
-(UNPAVED AREAS)
CONCRETE
ENCASEMENT
6" THICKNESS
AT 3000 P.S-I.
VALVE BOX
COVER
TAMPED BACKFILLJ
\ N.QTES;
\ 1. D.3.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
SL(}CKIN( 2. VALVE OPERATING NUT MUST BE EXTENDED SO
SFC 1 ION THAT THE DEPTH IS NO GREATER THEN 5' FROM
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
PROPERTY LINE 3. GATE VALVES SHALL CONFORM AWWA SPECIFICATION
C500, DESIGNED FOR A MINIMUM WORKING PRESSURE
OF 150 P.S.I. AND SHALL BE OPENED BY TURNING
- - , - TO THE T EFT.
STANDARD VALVE BOX INSTALLATION
r
LEGEND:
1RR1GA FION FIELDS
„II WETLANDS
L
1-IYDRANT
,ill:• I'1 \,
PROPERTY LINE
I
oll
i' BEND
it
f
13-6. 13
\r
r
,
r
NOIES:
`
I.
CONTRACTOR S1-IALi... PLACE THRUST BLOCKS AT ALL F1 T T1NGS IN
\,
ACCORDANCE WITH SCHEDULE IN FABLE 5 01' AT.1-ACHED IRRIGA_TJON
DESIGN. THRUST BLOCKS SHALL RE OF 3,000 PSI (;ONCRE TE,
2.
CONTRACTOR SHAI-I_ INSTALL AIR/VACUUM VALVES AT HIGH PINT
CAE BURIED PIPE NETWORK AND AIR/VENT VALVES AT LOW PIN1
OF BURIED PIPING NETWORK.
3.
CONTRACTOR SHALL INS FALL 6" ISOLATION GATE VALVES ON MAIN PVC
PIPING RUN AT APPROXIMATELY 1,000 LINEAR FEET APART. (SEE
A 1_TAC;! IE D VALVE BOX DETAIL) \
4.
ISOLATION GATT VALVES NOT S11OWN FOR CLARITY. \
5.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF EXISTING
BURIED U FII_..1TIES PRIOR TO START OF WORK, CONTRACTOR IS �
-) __ELY RESPONSIBLE F"OR ANY ADDITIONAL. [)AMAGE TO EXISTING
U TII_ITIES CAUSED AS A RESI_ILT OF THIS WORK.
6.
SECONDARY ROADS TO BE RELOCATED AS NECESSARY TO ACCOMMODATE \
SPRAY Fli.:_LDS.
ROSE 77RA ( --,rl-, TI-NISHING' -FARM COMPLEX
FARM #��.# �,#C).#7,#ri IRRIGATION SITE PLAN
13L.ADE'N COUNT'
DRAWN BY: SPP
J[JNC 12, 1997
CHECF<E-O BY.- RMM
S14FE 1 f OV 2
SCALE. 1 "=500

GENERAL NQTE5;
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST i 1
OF REMOVED. CONTROL PNI.fil.1 1 �
BURIED REBAR 1
3. LAGOON LINER SHALL BE A 40 mil THICK H.D.P.E. LINER MANUFACTURED N w 320315.1018
BY GSE INC. OR OWNER APPROVED EQUAL. LAGOON LINER INSTALLATION E = 2169613,0200
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ELEV. 76.58 CONTROL PNT.1000
�a
4. THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE 20LF-1 2" CORR. PLASTIC - NEW BURIED REBAR
BEING VERY NEAR EXISTING GRADE. THE CONTRACTOR SHALL INSTALL 3 4 R• SLOPE DRAIN INVERT ® 89.61 N = 320324.53 -- - --p
DRAINAGE MEASURES AT THE START OF THE PROJECT AND MAINTAIN j R2 _ }� ON PAD END E = 2170397,44
THEM UNTIL ALL LAGOON GRADING AND LINING IS COMPLETED. - ? HIGH END OF PAD (TYP. FOR EACH SIDE OF PAD) ELEV. = 88.18
_,,,.ELEV. - 94-32
c 3 04 SEE DETAIL
1RU5. THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1 /2 THE TURNARCOUND 5 / 07
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS ( ARFA I I Low `END of PAD
BE E" N TESTED. f� ELEV. - 91.08
__-- 1,2cJ' r � , I . - _..
6. ALL FILL MATERIAL PLACED ON 'THE BUILDING PAD AND LAGOON DIKES - pN
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY y f u --tr--
_
DENSITY. THE COMPACTION SHALL BE DONE WITH A SHEEPSFOOT ROLLER. i - �' , _�
CONfI\OL PNT. 205 24' LOADING rn �`"`�^ ~ � 91.35
N = .320272.0556 ;' CHUTF (TYP.)
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG. E = r'169670.1872 N _ ` rn OP 93.35
SLAB SUBGRADE SEE BUILDING PAD SECTION LENGTH DETAIL ON SHEET 2 11
FOR GRADE REFERENCE POINT.
GRADE �. EXISTING— �-
J 4M 04
� � rn
SLOP 0 5%.
It
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL BE 3:1
UNLESS
�
DP
OTHERWISE NOTED ON PLAN.
W
FEED TANKS'.
2�5.6 _
F'AD L_ENGrFI
-
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE SHALL BE A
MINIMUM OF
I
100 FROM THE CLOSEST POINT OF THE LAGOON.
10. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE
LAGOON �
��
� i.
In
�� _1j
� C.�
CONSTRUCTION BEFORE "THE: FACILITY IS CERTIFIED- LAGOON
DIKES
..- - go
411 - a°qo f �, Ui �r X --- ---- -- i-IIGH POINT
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT: APPROVED SCOUR 1j cz 11, 6 z __-�__..� OF SWALE
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE �, R11 o -tg9- - ----- r� - 91.00
STAFF GAUGE INSTALLED. ,CIO v- (Li m?_ z _SLOPE
:t �,t 11. THE EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED 1 �
P 86LF-8" PVC DISCHARGE
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS O ar - !
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL �O °1 FtUS1�i~��` ~- 201 f PIPE 0.50% SLOPE
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE � ( � � TANK BLDG LEN , -� - -�- r r �"---- INVERT 0 BUILDING 88.98
z7 `� -
SITE. IT IS THE LAND OWNERS RESPONSIBILITY TO PROVIDE AND sEF DE7Aff_ ��-
INVERT 0 LAGOON 88.55
e;
MAINTAIN ALL SUCH MEASURES. 029 /! 4 PS �_�� U (TYP. OF 6)
TQf OF DIKE ELEV. =
91.35
BEGIN PUMPING ELEV. -
88,55
END PUMPING ELEV,
86.15
FINISHI D BOTTOM ELEV.
- 80.15
RAISE TOT' OF DIKE AS
SHOWN
TO ELEV. = 93.35
SEEDING NQTE5: --- �,-_
I. ALL_ DISTURBED AREAS SHALL BE SEEDED. FERTILIZED AND MULCHED AS \ MIN, 1' ROAD WIDTH
�4
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS SEE DETAIL C5 ��
INCLUDES INSIDE SLOPES OF THE LAGOON. \ "'5 , 5 CONTROL PNc�BURIED REBAR,CON TRUE PNT, 112
40 mil H.D.P-E. LINER
\ T.#206
?. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN AI__!.. 51.1RI= ACE_ � SEE DETAIL e
WATER DIVERSIONS ANU SHAPING TO FINAL GRADES SHOWN ON PLAN. PC EIR _ _ F .a © 4=� --- N = 319860.9813 2
� N = 319856.1312 E = 2170224.0955
PROPOSED FARM ROAD TO TIE
3. APPLY LIME. AND FERTILIZER THFN DISK TO PREPARE A 3 TO 4 INCH E = 2170205.OB72 ELEV = 82.59
�
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITI-I A INTO EXISTING ROAD
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE /
WITH A MULCH ANCHORING TOOL OR NETTING. / \ Rj
SCOUR PADS HAVE BEEN 0 F,
10,000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) Qn \ REMOVED DUE TO I -FIE
20.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) i \ TP #100 USE OF DISCHARGE PIPES
1000 BALES OF SMALL GRAIN STRAW (100 BALES11ACRQ �4a� \ r� 4 \ ® WITH FLOATING OUTLETS.
GE��c, `v, \ _ . L SFE DETAIL 7 LIP
IV Q%wi DIKE fH
OF SWALE
WINTER off/ 02 86LF-8" PVC DISCHARGE = 91.00
600 LBS OF FESCUE (60 Ibs/ACRE) SEPT 1 TO NOV 30 �i \ PIPE ®O.SOq SLOPEINVERT 0 BUILDING - 88.98
300 LBS OFRYE GRAIN (30 LBS/ACRE) nurse crop for fescue \ INVERT ® LAGOON = 88.55100 LBS OF UNROLLED COMMON Bi RMUDA GRASS (10 LBS/ACRE) \ \ \ (TYP. OF 5)
400 LBS OF RYE GRASS (4-0 LBS/ACRE) DEC 1 TO MAR 30 � r \
� TP 44 ,�
\ �\ 881_F` _g PVC Df ;CHARGE bP
SUMMER
600 LBS OF 'PENSACOLA' BAHIA GRASS (60 LBS/ACRE) MAR 15 TO JUN 15 f �� \ s"\\ PIPE 0 0.49% SLOPE
80 LBS OF HULLED COMMON BERMUDA GRASS (BLBS/ACRE) APR 1 TO JUL 31 INVERT 0 LAGOON = 88.55
TOTAL AREA TO BE SEEDED AND MULCHED = 10.00 ACRES (APPROX.) �\\
I,r,
S EDF_IAIL
4 U
Cy SE \ 93.35 P
91.35 X
-rP #43
\ \ 022
LEGEND'. s 021
\�^.. WETLANDS De' NO
_ \ 8" PVC DISCHARGE PIPE
- - -�� SWALE / DIVERSION 10
so FX1511NG CUNT -UDR
\
--- ---- 5o FINISHED CONTOUR STAFF GAUGE
GRAPHIC SCALE
- PROPERTY LINE
SOIL TEST PI T \
ac> p 30 so 120 240
BUILDING / LAGOON P1, u...., 01, ... PAD, LAGOON, OFFSE T
-- - - --- SETBACK LINE STAKEOUT POINTS
{ IN FEET }
l incli = 60 it"
RIP RAP OU TFALL PAD
m f_)l R).P it v
FA R) 11 � INC,
PHONE (91 \ 289 - 2111
P, 0. ROX 759 ROSE- 1-r11 I ,
NOR 01 CAROLINA 28458
RO,`)'E TRACT FINISIIING FARM' COMPLEX
#6
a
to
d
ct.r
TOTAL EXCAVATION
PAD AND DIKE FILL
NET
SUITABLE FOR LINER
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRID
62,091 CY ** �. EXCAVATED CLAY
59,070 CY * REQ D FOR LINER
3,021 ^CY - CI..AY NOT RF_QUIRFD
WASIE 3,021 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 0 % FOR SHRINKAGE DUE TO COMPACTION.
** TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT- FOR
40 mil H.D.P.E. LINER
- J--50' OFFSET FOR
STAKEOUT (TYP.)
2
4114 4-
AL
4
lL.
ali _ A
--- EMERGENCY SPILLWAY \ '
CREST ELEVATION = 90.05
SEE SHEET 3 FOR EROSION "kill -
CONTROL REQUIREMENTS \
IN THE SPILLWAY SECTION_
Ab 314C 3 \
20LF--12" CORR. PLASTIC,-
SLOPF: DRAIN INVERT ® 89.61
ON PAD END &
b
(TYP. :-OR EACH SIDE OF PAD)
"'
0 SEE DETAIL 2 '
14 �-
`, F- - - -- / TRUCK
P TURNAROUND
-- -� AREA 1
to f
rn � 11 I
- 112Q --
it
�
-- _ Ilij GRADE TO EXISTING ,
cap I FEED TANKS St [1PE ®5%
f m � it -
Lo ` Aj m`Un 24 LOADING
„\ CHUTE (TYP)
SI_E?r FLUSTANK
H m
(TYP.)
f f E lox r`
-- 201.00, . f 0 1
6LDr,. LENGIvi -
in
-__ DETAIL
12 R1
4 .. LOW END OF PAD
�.l l ELFV, = 91 J)8 HIGH END OF PAD
ELF_V. = 94.32 Il
C" �_lA
PROPOSED FARM ROAD TO TIE
INTO EXISTING ROAD
MK 7 E DESCRIP PON
0 CY
0 CY
0
.J
OWNER: MURPHY FAMILY FARMS
P.O. BOX 759
ROSE HILL, NC 28458
MIN, 14' RDAJ) WIDTH
SEE DETAIL_ 2
Kimley-Horn
_.__. and Associates, Inc.
Post Office Pox 33068
Raleigh, North Carolina 27636
BLADEN C(]ON fY
DRAWN BY. SRC,
JUNE 12, 1997
CHECKEO F3Y RMM
SHEE 1- 1 Of- 3
SCA1`_.E: 1 „ (70'
M1�tll'{a410011"it
4ESSld .4i9
ll [{
r
�iJ %lE[� w

�mp
flil
MATTING SHALL BE APPLIED
A MINIMUM OF 3' DOWN
INSIDE DIKE SLOPE FROM f
SPILLWAY CREST e
INSIDE SLOPE
CONTROL MATTING_,
ELEVATION
SECTION A --A
EMERGEN(].'Y SPILLWAY
N.T. S.
DESIGN TOP OF DIKE
1 1.3n'
AT ALL JOINTS, Uf SLOPF.
MAT SHALL OVERLAP rHE
DOWNSLOPE MAT
j�'O,S'T; �1'7�,1('7' i{'T1VI�;'IIIiV(: I�'il�i,�1 ('()liAd'I,I.;F'
-A
?
�)'
P. O. BOX 759
ROSE HILL,
PHONE : (910) 289 — 2111
NORTH CAROLINA
28458
DESIGN TOP
OF DIKE
Ll
ri in 11
CY SPILLWAY CREST
OUTSIDE SLOPE
MATTING SHALL DE APPLIED OUT
)" fX r� TO TtIE TOF OF T11F DIKE FILL SLOPE
_ Ff.rT"r-I- .
rr
EXISTING GROUND
e
irriiey-Horn
____ and Associates, Inc.
Post Office Box 3,- 068
Raleigh, North Cqrolino 276,36
FBL.ADEN COUNTY DRA Ir N 6Y: RP
JUNE 12, 1997 CHECKED QY.• RMM
SHEF_ T J OF 5 SCALE: N.T.S.
�,ti�n�Rl�1r�
www�wp'�ft i,M� � ftxa�L
14
d���ti e��11111kryx�

INSIDE TOP OF DIKE
STAKING POINT
12..00' -Ir
TOP OF n1KF
I�-
40 mil H.D.P.E. LINER
SEE NOTE SHEET 1 of 3 3
-L-�-
TIERIALS�REUIRLN
LLN R
I �I_�I1=1IIT�I�=IIIr, I�WII-�
LINER_ZDIKE CR0SS
d
FA
� M)'
I NC.
P. O. BOX 759 ROSE HILL.
PHONE : (910) 289 -- 2111
NORTH CAROLINA 28458
N.T.S.
_ 6" FREEBOARD
ABOVE St_OPE DRAIN
5' ,^
OTITSIDF EDGE OF PIT)(' PAD- MIN
EXISTING GRADE 13FRM LOW END PF
BLDG PAD EIFV
RIP RAP PAD ���_LS
l�L{�
AT OUTLET FOR ���_ - SLOPE DRAIN
LRANf INTO
N
SCOUR PROTECTION-
OVER EXCAVATE 1' I)EEP
CORRUGATED PLASTIC. SEDIMFNr PIT AT INT.FT
PIPE SLOPE DRAIN
odQp �o Qo0 0Q0 0
0 o a a nor, 0 �o'D
F C TI CAN A _._ A
l u t),`�"H' `,l',��'<1(„I' I'INISIII N (�
61 SLOPE DPAIN
z N. T.s.
i'UI�IL'I,L.11l
PROFILE VIEW
0
NYLON ROPE TIE RACKS TO PREVENT
SIDE SWAY OF DISCHARGE PIPE
FLOATERS. ATIACH TIE BACKS TO
POSTS SET IN LAGOON DIKE.
PLACE FtAXIBLE CONNECTDR
12" TO 19' FROM PIPE
SUPPORT TO MINIMIZE
STRESS ON DISCIHARGF
PIPE.
z
PIPE SUPPORT SHALL BE
BACKFILL.ED WITH CLAY
AND COMPACTED
DISCIdARGE
N . _. S.
2' TO 3' SECIION OF FLEXTBLE
REINFORCED CONNECTOR POSE
SECURELY FASTENED TO PVC
WITI; STAINLESS STEEL BAND
CLAMPS.
2n LFPVC DISCHARGE "FLOATER" PIPE
WATFRIIGHT PLASTIC BARREL. OR
SIMILAR FI-OTAT10N DEVICE TO
SUSPEND END OF PIPE JUST BELOW
WATER SURFACE - LASH PIPE TO
�l rtOAT WITH NYLON ROPE
START PUMP LEVEL
.7OP PIMP LEVEL
MLN. WATER LEVEL AT
r--I.V G�? S�rnRt UP
DOUBLE 4 X 4
PIPE SUPPORT
a
i �6
* 4' MIN. WATER DEPTH SHOWN IS WITHOUT SCOUR
PROTECTION ON LAGOON BUT TOM. IF Sr QIJR
PROTECTION IS PROVIDED, WATER DEPTH MAY BE
DFCREASED TO 1/2 TRFATMETTr ZONE DEPTH.
PIPE
Kimsey -Horn
and Associates, Inc.
Frost Office Box 33068
Raleigh, North Carolina 27636
BLADEN COUNTY
DRAWN BY.- RPB
JUNE 12, 1997
CHECKED BY, RMM
SHEET 2 OF 3
SCALE: N, T. S,

;IF ;IF * � 0
GENERAL NOTES:
I. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA L[V0- DATUM.
2, HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND L/\(}00N AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST
BE REMOVED.
3. LAGOON LINER SHALL BE A 40 mil THICK H.D.P.E. LINER MANUFACTURED
BY GS[ INC. OR OWNER APPROVED EQUAL. L/\G0()N LINER INSTALLATION
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
4. THE LAGOON IS BEING PLACED IN 4 WET AREA WITH THE WATER TABLE
BEING VERY NEAR EXISTING GRADE. THE CONTRACTOR SHALL INSTALL
DRAINAGE MEASURES AT THE START OF THE PROJECT AND MAINTAIN
THEM UNTIL ALL LAGOON GRADING AND UN|N(} IS COMPLETED.
5. THE LAO0ON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1/2 THE
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED.
S. ALL FILL MATERIAL PLACED ON THE BUILDING PA[] AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. THE COMPACTION SHALL BE DONE WITH A SHF[PSFO0T ROLLER.
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT8LDG.
� SLAB SUBGRADE. SEE BUILDING PAD SECTION (LENGTH) DETAIL ON SHEET
� ' '
FOR GRADE REFERENCE POINT,
�
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL RE 3:1 UNLESS
uL
EARTHWORK
CALCULATION DATA
K4ETH0D USED: 5' GR|D
k]TAL EXCAVATlON
5856g
CY �*
EXCAVATED CLAY 0 CY
PAD AND DIKE FILL
55,899
CY
REO`D F0R LINER 0 (�Y *
NE|
2,0/U
CY
-------------
CLAY NOTREOU|R[D O CY
SU|TABLE FOR L|NER
O
CY --~
VYA5TE
2,67O
CY
* FILL VOLUMES HAVE BEEN ADJUSTED By 20% AND CLAY
V0LUK�ES BY0 9�FOR SHR|NKAGE DUE TO COMPACllON'
iL *� TOTAL EXCAVAllON V0LU01E |NCLUDE5 UNDEACUT F0R
40 mU HDPE UNER
"L
»&
TP,��' dv ALL
J�
7P ~10 �� �L
_-_.-_.-. __-.���. Au
SEE SHEET 3 FOR EROSION
CONTROL REQUIREMENTS
6& I�
IN THE SPILLWAY SECTIONrl_'_� AL
��
IL
0THERVN5[ NOTED 0N PLAN rP -� a�
� ' '� �k "=
� �t &L �/ ' `�----^' �� �-~ ~~� �� �� ��� �� ���
01
9 ANY �ATER �UPPLY �ELLS PLAC�D 0N TH� �|TF 3H�LL �E /\ K�|M|��UK� OF
^. ',,., ,',."` °,. . `. ,,��`� . �"^�" "'. ...� �.^. "..�`` "� " '°",°`.v',. u. , -~-�---�-~-- pO.00'
� lOO FROK4 THE CLOSEST P[}|NT [>F THE LAG3[>N �OLF-12 �0�R PLA��U� -- ~
� �
3L0PE DRNN |NVERT 8� A3.0O ---'-------------- - -'-- ----------'-----------��------��-���� -^��- ���� ��
1O. THE FOLLOVV|NG |TEk4S SHALL BE D(]NE VV|TA REQARDS TD THE LA{�OON ON P/\D END
CONSlRUCT0N BEFORE THE FAC|L|TY /S CE��llF|ED: LA(�OON D|KE3 ' FDR EA(�H 5|OE 0F P/\D\ -- --
FERllL|ZED, SEEDED 8ND WULCHED |N3|DE AND OU'� APPROVED SCOUR ` | ' DETA|L '
PR-T__TI_. __._�_ '.�TA~`- .�T ..�^ __-__ .'--° TH_ =`
S|AFF (�AUGE |NSTALLED. m m
/ m
11' THE ER0SI0N CONTROL h�EASURES SH0WN 0N THE PLAN ARF iNT[NOED
AS A OU|DE. THE ER030N AND SE0k�ENTAD0N CONTR0L REQULAT0NS �� / TUnmxR0Uw -~ `----��-'
|N N0RTH CAROL|NA ARE PERFORK�ANCE OASED AND AD0Tl0NAL / AREA
k4EASURES k4AY B[ REOU>RED lO PREVENT 5ED|WENT FR0K� LEANN(� THE | y| | �
-..^.. .~ ...^ ..,-.~^^. .ITY .~ . ANIn / `
k4AINTA|N ALL SUCH k4tASURES. �� "°=^"'E '" �����/SEE DETAIL
EX|STUNO QRADE DP
| | /
_x ELEV. 96,77 RI TRUCK
2'� LOACxNQ �� �-___-�RNAROUND
CnUTE (rYP�) / +==-�=- /AREA
SEEDING NOTU,` ' | 3C0UR PADS HAVE 8E[N
| | Dp /
REK4OYED DUE TO RHE
1 A[L D|�TURBED ARE�S SHALL B� 5EEDFD FERllU��D 4ND K4UL�H�D A3 2500 - --°-| U3E OF 0�CH�\RQE P|PE� �
' ' ~ w h � ' �� 9L0pE TO
B8 PA0 iENSTM ' �------~ |
S()ON AS POSS|BLE AF[ER FlNAL QR&D|MG |S C0MPUE7ED. TH|9 �� � o -j | VN7H FLOAllNG OUTL[TS. / Dp EmSnwG GRxDE
|N(�LUD[S INS|DE SLC>PE3 0F THE L4GO0N / �L } � | | | . ~@ �;EE DETA(L/�~ | | �U U| | 1 | V | | 11' N�_� !| | | |
� m
2. PRFPARF DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WATER U|YLH��|O�S AND SHAPING K} H14AL GRADES SHOWN ON PLAN' �*� '/�� �l
J APPLY Uk�E AND FERlOUZER THEN DISK TO PREPARE A 3 T0 4 INCH
/o� �
'
�K�00TH SFFD�FD� APPLY �FFD AND RRk� 9FFDRFD VNTH A
44
a�
uL
�L
Al,
4k
88
AV,.
~�
»&u& ' �� �& - - ---- ------ ---- ------'
�2O[F-12" CORR. PLASTIC /
SLOPE DRAIN INVERT 0 92.00
ON PAD END / &`J(TYP FOR EACH SIDE PAD) R2
--
�u rno r/ur'� un�n - - LOADING
[lP /' ' ' � -- CAVT[ (TYp.)
� | 8E[ DE[AIL/�\ `
/ ��-� -
. ~^^
86LF-8pVC D|SCHARQE
� P|PE �� O 5OY� SLOPE '
| ' | |U 0 | | | [_25.00�| �| Li| U�U\ m ] | (
���` �������' ` �� ���� `� `�� ������� `
CULllpA{�KER 8R ��k�/LAR EQU(PK�ENT. #PPLY K4ULCH AN0 SECVF�E T ��LAGOON = 91.8V
OF S\ - |
VNTH A K4ULCH ANCHOAINA T00L OR NETON(� //,-' Up |
SOIL AMENDMF�, ___r[E0 TAwK 85LF-�" PV� D|�CHAR�� ----NT-- _,~-- --`._ (TYp.) P|PE �� O.5UY� SL()pEIf) Otd 65 IL
10.0O0 LBS. 0F 10-10-1O FERllL)ZER (1ODO LD5.//\CRE) -�� | | | | || c�TANKS |NVERT (� 8U|L0N(� = 97.43------�- Dp | �< I
ZO.O TDNS OF ODLOK4|T|C L|K�E /2 T0NS/ACRE\ lq |NVERT ��LAG()()N = 81OO - /
10O0 BALES 0F SK4ALL ��RA|M STRAYV (100 BALES/ACRE� _~__-__-----�' r" (rvp nF �)
' ' ' -� ` ' |�| |�| | | |1,5% SLOPE TANKS
�k �� -------- � '��
SEEDINQ| | i+ ' Y� - | | �� �P | �� � � | NJ|| rEE0 rAwKS
/p �5�
| PR0PD�ED FA�� Tp 53
VV|NTER �- ''-'- e«°�---�--�m�
TO �qE |NTO EX|ST|N{� ��
6OD LR5 OF FE��CU5 (SU LBS/ACAE) �EPT 1 TO NOV 3O '`""" /
` ( ~ / / \ ��RI) L�VY ENU �F PAD-/ -------�
BLDG. LENGTH
J0O LB� OF RYE �R�|N `30 LBS/AC�E/ nursn �ro for fe�oue
'( / ) l SEE DETAIL
Tp 3* ELE`( � 9353 �
1OO LB� OF UNHULLED C0K�WON BERk�UD4 �RAS� 10 LB8 �C�F �� ho ,�. �l� '
` ' / 7 o�
��� ��-- - -- � ���� �� -- "" �7 ~� ' L����:�
4OO LB5 OF RYE GRASS /4O LB�/ACM�\ DFC 1 TO k4AR JO ' ' ' --
` ' '
10
SUNi�NER / ' ||||| � /'�--------------���'������====�~�~�~~~
. . �_*�� � ,� r - |||U | ~/ -----' ~�°�� - | `
pnn / mC n� ormc^rm ^ n^m^ r�^Cr /go / o� /^poc\ uxo `� ro x/u �n , ,~ =`.`~ . � ., . ..... . , __^ - - ,o' rnn nr �r* orrm/ _ - ---__ ,__-_�-, \ . "...,~.~^" ` -------1r-r .° n�,,,
..'^ ...`.."^"�� .� ." ." ' ` ` ' ^^ ..". . ' . " .." ." ,`^ .^'..`'�` _--`"��". ` .""""`^"^ ` . . ,, .`~,,
--- --- - - - - - � �
80 LBS 0F HULLED C0Mk�ON BERK4UDA GRASS /8LBS/ACRE\ APR 1 TO jUL J1 0« DIKE WIDTH 1:127 0FPxD
FLE\L ^~ 9J.53 O27|02
,�\3 + ^
TOTAL AREA TO BE SEEDED AND h�ULCHED = 1OO ACRES (�ppF�0X) / ~-~ ��
� ` ., �� \ .` .` �� __~_~ ~~ _. / v�� '/ '^
� ,�"'
LU
AlL LEGEND ,,--CONTROL PNT.#127
Ile BURIED REBAR AL
50 FINISHED CONTOUR SWALE / DIVERSION OWNER: MURPHY FAMILY FARMS
co PROPERTYIINE 4' X 8' CONC. BLOCK ROSE HILL, NC 28458
(0 BUILDING / LAGOON SPLASH PAD
GRAPHIC SCALE CONTROL PNT.#1000 SETBACK LINE
STAFF GAUGE
rJ3 ELEV. 90-00 RIP RAP OUTFALL PAD 'All
IN FEET ) r". P1, Ll, 01, PAID, LAGOON, OFFSET Kimley-Horn
I inch = 00 ft. STAKEOUT POINTS Ad) and Associates, Inc.
Raleigh, North Cmolirm 27636
1-4-A. R- Al INC.
'FE-ACT1 F1NT#,_.)`1-_1_1.NG"
7
14 1 A Tv'M

r�
Q
Ll
{ -VALVE i30X T1P: FINISHED GRADE
COVER IN UNPAVED AREAS
6" (MIN.
I I
Ip
AREAS)
FARM i{5 k TAMPED 8ACKFILL __,"----__r-_-.."",__ �y CpN(UNPAVED AREAS) CONCRETE
d ENCASEMENT
ENCASEMENT 4 6" THICKNESS
VE—
2' (�
Al 3(J00 P.5.1. AT 3000 P"S,I.
\\ VALVE BOX
` --- -- VALVE BOX a COVER
\ NOTE ro aaNrRAc10i
y (CAST IRON)
II; VALVE BOX SHOULD NOT � 4
CONTACT MAIN OR VALVE
-- -- TAMPED BACKFILL
i=
,lll- -:1` ,Lh. \, --- - --��.
f—
Iz
MAIN _-Jill -JVAI_VE f--� PLAN 0
II; III; �- W
TAMPED BACKFILL-----� (; 1
Efi
D.I.P. MAY BE U5` 9 FOR VALVE F30X EXTENSIONS.
\-91-CYVING, 2. VALVE OPERATING NUT MUST BE EXTENDED SO
FARM G € `I �SF.(-. 11( �P,1 ll THE UEPTI1 NO GREATER THEN 5- FROM
# rl 12- ACRES THE SURFACE. U(;I I , A MANUFACTURER APPROVED
3 t I
— 6" TEES \ f pi � ,III, � EXTENSION l
45' BENDS II. 2- 3. GATE VALVES SItn:L CONFORM AWWA SPECIFICATION
II, u r C500, DESIGNED I CAR A MINIMUM WORKING PRESSURE
O0 150 P.S.I.
AI Il SHALL BE OPENED BY TURNING
\ \ STANDARD VALVE BOX INSTALLATION
I ;
TEE
. 1. \ •.III. •. i;i, � . /
\ 11 CENTERLINE OF MAIN ROAD (TYP,)
LEGEND:_
IRRIGATION HEMS
I �\ I I,
r
,lil, t
3Y 3
III;
6" BURIED CLASS 20f) -- ` % v
PVC PIPE (TYP.)
ICI
Ili, WETLANDS
\ 45' BF_ND }
lu\ al, 45' BEND h; r
a r � Jli u, ,91r I;
',II .III. ,lil; !
f-,IYDRAN i
Jill
6" TEE-/
PROPERTY I__INE
,III: ''Ir r i' :IL' ,III,
III; .,II; �ll�� �,I".. _ t { .♦
TEE, `5'II.BEND
_ - I
I �
A('IDF�,
SHALL PLACE THRUST BLOCKS AT ALL FITTINGS IN r REND
WITH SCHEDULE IN TABLE 5 OF ATTACHED IRRIGATION I II
P
1
INUST BLOCKS SHALL BE OF 3,000 PSI CONCRETE.
,, h� - ,
•t,_:.. FIL^�' %I III
SI-TALL INST AL_L AIR/VACUUM VALVES Al HIGHPINT fir.. ;,i_ Ec. AcE,. ,
PIPE NETWORK AND AIR/VENT VALVES AT LOW PINT II: E 4,
PIPING NETWORK_ / \ � 10
n
SHALL. INS TALL 6" ISOLATION I(:)N GATE { i �: i 1
ATE VALVES ON MAIN PVC
10.9 ACRES ` "\ 4- 4 , - ,1- I fl x�( rt�S II,
AT APPROXIMATELY 1,000 LINEAR FEET APART. (SEE F" TES
VALVE BOX DETAIL)
\ "� I� FILL O
�
\ H t5
-r, I -Dvt-r� Ilvly Ei V/1LVL.5 N0i �SH(.)WN I OR CLARITY. \.„ I II, II III:.
5. CONFRAC1OR IS RESPONSIBLE FOR VERIFYING LOCATION OF EXISTING �
y
' BURIED UTILJIES PRIOR TO START OF WORK. CONTRACTOfR IS ..;t .. 4 , 2 .. 11 UI,
S(tELY.FESf'ONSIBLE FOR ANY ADDITIONAL UAMAGE TO EXISTING � 4 / I t�
OltITIES'. CAi.1SED AS A RESULT OF TFIIS WORK. II � . 4.:�4
� G, SECONDARY',ROADS 10 BE RELOCATED AS NFC'LS. ARY TO ACcOMMODA 11- I II 41
5 4 t;r o—
rSPAY Ff�f P"). II a 6' TEE—f. `\ 4 —�� 45' BEND — I
li r
\ OD —`
GRAPHIC SCALE
500 0 750 500 1000 1400
( IN FEET)
1 inch = 500 &
.A1[[.--TR.PIJY
FARMS INC.
P. O. 13OX 759 ROSF HILT,
PHONE : (910) 289 — 2111 NORTH CAROLINI 28458
ROSh,-I TRACT FINISHING r�nrtin� roMPLL,Z
FARM #4,#,/-----)-,#(;,#7,#8 IRRIGATION SITE PLAN
I Y .�`• �i� � i 1 ,III: I
I dl
7.8 ACRES o I
8'r3;
II FIELD 8
h. 10ACRES
rl, III. li„
II: JII: \, >Illf II, Cal
Lu
= 71717777
ml< 1E OESCRIPTION
,III.
w
6" BURIED CLASS 200
II, PVC PIPE
BLAOFN COUNTY
DRAWN BY.- SPP
JUNL 12, 1997
CHE-CKED BY.- RWO
SHEF f- 1 OF- 2
SCALE: 1 "= 5OO
0

HE
SEEM.
IN i6il
m
I'll, ME
SYM MI
COMMI
ON
I ON 11
111
�
I I rl
Ll I I
I
DIADEN COUNTY
DRAWN BY: RPE3
JUNE 12, 1997
CHECKED BY PMM
Sl IEE 7- 3 OF3
SCALE . N. T- S.

FEED TANK PAD--,.
STAKING POINT
LOADOUT RDA()
STAKING POINTS.
FLUSH
TANKS
FXIS71N(' GROUND I--'- 9.qo'
IF NECESSARY TO GRADE ROAD I.OWFR THAN
FEED TANK PAD, MAXIMUM DROP SHALL RF 2.0•-
SEE SITE PLAN FOR DFSICN GRADES
225.00' BUILDING PAD LENGTH
201.00' BUILDING LENGTH -
r—CUTOUT FOR FLUSH GUTTERS
ORADE REFERS CN E POINT
HIGII END Of PAD (SUBGRADE)--�=--`.---
EX15TJ—.._-
--�` NG GROU � `-
�\ PAD AND LOADOUT ROAD
N.T.S.
RECOMMENDED PUTOUT WIDTH
FOR FLUSH GUTTERS
�--- .. — 13.33' --
9.33' �._... ...
RECOMME04DE. D CUTOUT DEPTH FOR FLUSH GUTTERS r 16"
AISLE 2.07 SLOPE, —.
GRADE REFERENCE l701NT _.
SUBGRADE ELEVATION
1-1.... --- I P' t FROM INSIDE TOP OF DIKE
— SE'T TOP OF PVC CAP AT
OF DIKE [OF' OF DIKE ELEVATION
3/4' PVC: PIPE DRILLED AND
CI_UEI:1 INTO 3" PIfF � -
-11- FAINT -� ... 2.BD'
I I II 1 I I I I III- _ 3" PVC PIPE
— ®" (TYP)
TART PUMP
2.40•
--- CRADE REFERENCE POINT _
LOW END OF PAD ( SUP GRADE) -III _III _III I I I�_
STAKING FOMI
�� STI�P PUMP
BACKFILL AROUND STAFF GAUGE
W 111 BEIIIONITE AND COMPACT
-- 18- RUPY DFPTH MIN
1
44• BETWEEN BUI{.PINGS
TIN - GUTTER WID111
��% Uir7II1T1dI1%11 SWALE BETWEEN BUILDINGS
I F11 _i=iTT=I1T =TI F
1.0'
-- — 9.33' —
(�FrTI(-)NI OF PI III nINIr_
IN, 1.3.
STAFF GAUGE
N.rs.
REF' RAP PAD
A -o—, FARTH
O0IJ000 BERM
- ao0oa 41T.1 .I.fI. Tr s�orSE r�anlN—.. _,�.I1.IICI:]
V END OF PAD
SWALE
TOP OF DIKE
OVERHANGING LIMB-5,_POWE.R LINES, EEC,.—_ _.
20* MIN OVFP.1Ifr.AD CLEARANCE
FROM EACH POfNT OF ROADBED
WOODS OVERHANGING LIMF3$ — — •-
TRIMMED 10 11' MIN.
FROM f�f_ EACH SIDE
— 22• MINIMUM --
DI TCEI TO DITCH
--- --- 14' MINIMUM
- --- --..y
All WEATHER TIZAVFI- 4VI0711
�.
COMPACTED WFU_-0gAIN1D ROADBED
SUITABLE FOR ALL WEAn4 R CONDITIONS
\ ---- 5HOUIDER DITCHES---- -.----
rROVIDE ADEQUATE OUILET
FOP 511011E PE.R DETCITF$
AJK
DA FE OLSCRPP NON
WOODS
4� 1
TYPICAL
Tl1Tr11 SLOPES
MINIMUM REQUIRED FARM ROAD
N.T.S.
PLAN VIEW
NYLON ROPE T1E BACKS TO PREVENT
SIDE SWAY OF DISCHARGE PIPE:
FLOAIF'RS. ATTACH TIF BACKS f0
,-Ii,.I .a , iti , Mn11V DIKE.
BLADEN COUNTY
DRAWN BY; RPFf
JUNE- 12, 1997
CHECKED BY: RMVI
SHEET 2 O1' 5
`,(AI f_.: N. T. S.

_Q.NZRALNOTES:
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NUT BE AL_LUWED fill FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST
BE REMOVED.
3. LAGOON LINER SHALL BE A 40 mil THICK H.D_P.E. LINER MANUFACTURED
BY GSE INC. OR OWNER APPROVED EQUAL. LAGOON LINER INSTALLATION
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
4, THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING VERY NEAR EXISTING GRADE. THE CONTRACTOR SHALT_ INSTALL ---
DRAINAGE MEASURES AT THE START OF -THE PROJECT AND MAINTAIN SITE N OFR TH
THEM UNTIL.. ALL LAGOON GRADING AND LINING IS COMPLETED.
5. THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1 /2 THE
TREATMENT 70NE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED. �\
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. THE COMPACTION SHALL BE DONE WITH A SHFEPSFOOT ROLLER.
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE BUILDING PAD SECTION (LENGTH) DETAIL ON SHEET 2
FOR GRADE REFERENCE POINT.
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL BE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE SHALL BE A MINIMUM OF
ALL.
sr
�
>
al-
asL
A-
- sr
100' FROM THE CLOSEST POINT OF THE LAGOON. . . --
10, THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON 12" PVC HEADER PIPE W
8"/ \
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES x12" COMBINATION
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT: APPROVED SCOUR FITTINGS CAD DISCHARGE PIPE
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE , INV. ® BLDG = 91.18
It. (TYP,
STAFF GAUGE INSTALLED. ( )
11. THE EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED I
AS A {;tilnF THE FI2fl;l(1N ANfI �I nIL�I=nITnTrnnl rnt,lTr�nr nFrl11 ATinnrc \ 94 LF 8 PVC HEADER PIPE wolf r*-1')" rnno PI AGrrr
0 0.50% - MIN INV ELEV. SLOPE DRAIN INVERT 92.95
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL_. 1 v1 v \ 0 HIGH END = 91.08 ON PAD END
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE _ SEE DETAIL-6
SITE_ IT IS THE LAND OWNERS RESPONSIBILITY TO PROVIDE AND ---- 8" PVC DISCHARGE PIPES WITH
MAINTAIN ALL SUCH MEASURES. „
$ x8 COMBINATION FITTINGS
0 8" HEADER PIPE
025 NV 0 BLDG. = 91.18 (TYP.)
SEEDING NOTES:
8"02" BUSHING o
1, ALL DISTURBED AREAS SHALL BE SEEDED. FERTILIZED AND MULCHED AS LOW END OF PAD
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS ELEV. = 93,28 `q
INCLUDES INSIDE SLOPES OF 111E LAGOON. ' .{�4 = _
Co
LANON_
EL
VATIQN
DATA
TOP
OF DIKE
ELEV, -
92.25
BEGIN
PUMPING
ELEV. -
89.45
END
PUMPING
ELEV. -
87.05
FINISHED BOTTOM
ELEV.
= 81,05
RAISE
TOP OF
DIKE AS
SHOWN
TO ELEV_
- 94.25
all-
TP #27
0
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRID
TOTAL_ EXCAVATION 66,635 CY ** .."EXCAVATED CLAY 0 CY
r'AD AND DIKE FILL 62,179 CY * / REQ D FOR LINER 0 CY
\ NET 4,456 CY CLAY NOT REQUIRED 0 CY
'SUITABLE FOR LINER 0 CY -'
WAS -IF 4,456 CY ,
r
-' * FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND Cl_AY
VOLUMES BY 0 % FOR SHRINKAGE DUE TO COM4ACTION.
TOTAL FkAVATION VOLUME INCLODES UNDERCUT FOR
40 rnif 1-1.D.P.E. LINER
alu_ p �
�.All
5% SLOPE TO -
EXISTING GRADE
A-
R 7.
ulkL
�-� ~� 88-- PROPOSED FARM ROAD
20LF--12" CORR. PLASTIC
g 40 ----1 RA TO TIE INTO EXISTING
-�._._
SLOPE DRAIN INVERT 0 91.74 z-'�`�-v�� MAIN ROAD tir
ON PAD END R1
SEE DETAIL a
RlI
- 0 -FEED TANI{S` 9
24-�, O�ADINGRI \.
CLTU i 0 �.
25' ROAD-=-``�-_--
PAC) 52
E0 94
P1 cl F 2
IZJ
try
SCOUR PADS HAVE BEEN
REMOVED DUE 1-0 THE
AREAS FOR SEEDING BY GRADING IN ALL SURFACE
I ZD
c; r,
� _ --
_ 92.25�
USE OF DISCHARGE PIPES
2. PREPARE DISTURBED
I{,`
---�_____ : 0 ter,,
233' LF-PVC
HEADER
WITH FLOATING OUTLETS_
WATFr 01V17PSION1S AND SHAPING TC FINAL_ GRADES SHOWN ON P1._A�1
z�r
-�_� r12
PIPE 0
0.50% SLC.PF
SEE DETAIL [_�
FERTILIZER THEN TO PREPARE A ; TO 4 INC! I
'; r`V �- -
-_-.... __ ________
INVERT
9
CAA BUILDING = 91.18 �'
40 rail H.D.P.E. LINER t2
3. APPLY LIME AND DESK
1+
�'
-
INVERT
0 LAGOON - 89.45
SEE DETAIL 3
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED 0-11-1 'A
°�
i
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE
��
--234' LF-12"
PVC DISCH PIPE (d) 50%
WITH A MULCH ANCHORING TOOL OR NETTING.
f
r
�40,()(
RETIyEFjv
IL-
a
INV ELEV. ®
LAGOON
= 89.45
PVC PIPE f
RLDG
6 .+e .5` -_,3 V
230' LF-12" DISCH 50%
Crrfi.1
0 r3L_DG w__- _._..._._.__
.._�94 25
INV ELEV. 0 LAGOON -- 89.45
QIL AM NU N I : SEE fUTFi
DE rAIF
2
10,000 LBS. OF 10--10-10 FERTILIZER (1C)()0 LBS./ACRE)
20.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) nl uj o _ 4 25 -- -- -'
� � FLUSH U7 ral ---J, �- -.
tTANKS
cn V) (TYp) Q L""-�----.-�
----
aLD_lN_.S__5.OH_El)_U L, � -- DIKE WIDTH
96�
WINTER r723 - toLo
600 LBS OF FESCUE (60 Ibs/ACRE) SEPT I TO NOV 30 \ t��?2--~ P9 � mf)TV( ;�- ---.__ ___015-
300 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue _�_ � � 11, o ; -------- -- .�_ .__�__ ; -- .
100 LBS OF UNHULLED COMMON BE:RMUDA GRASS (10 LBS/ACRE) F4~ __ L? - P7 -- __ -•� 400 LBS OF RYE GRASS (40 LBS/ACRE) DEC 1 TO MAR 30
_--
_ F,AO - 94
_ L� P$�j& _ `I,' -
r- --017
25' SUMMER RpFv HIGH END OE PAD /`•
600 LBS OF PENSACOLA AO BAHIA GRASS (60 LBS/ACRE) MAR 15 10 JUN 15 �" , GRADE ?% SL.OPf` _ _ -� ELEV. = 98.52 \ '
80 LBS OF HULLED COMMON BERMUDA GRASS (BLBS/ACRE_) APR 1 TO JUL31 �1 � N EI_I W. - a2 ± .4 1p
r)2n 24 LOADING � 92.52 "."..�...... '_'__`..,` ,S.t, \
TOTAL_ AREA TO BE SEEDED AND MULCHED = 10.0 ACRES (APPROX.) 1� �-- CHUTE (TYP.) T"�-SrBq k
„_ FEED TANKS --� - _
i'7 -- - T YP . _ _ 91019
�
TRUCK i
f " TURNAROUND �� �RI6 air, s41t_
14 - 5% SLOPE TO AREA
` EXISTING GRADE CONIRTLrif 3(!p
GRAPHIC SCALE
en o 30 A0 120
{ IN F'F ET }
i Inch 60 ft-
240
iz_ (7N}
r �wQ
! n LLJ
I oIcD0
j
s4.25 X - m
- �P6
0.
92.25
I 9(3
`10.00,
8F r K' EN
BLDG.
0 w.)
95 -
a�
(ll
94
n, n
VAD
MDTIf
S.G.■
SFF DF. T II_ ;>
a 8"x12" BUSHING --
TIP �128 (_2_)
-12" PVC HEADER PIPE W/
8"x12" COMBINATION
- - FITTINGS 0 DISCHARGE PIPE
INV. 0 BLDG = 91.18 (TYP.)
-._...........--- 50' OFFSET FOR
STAKEOUT (TYP.)
f p14
/ &
EMERGENCY SPILLWAY \
CREST ELEVATION = 91.05 ,Ir.
SEE SHFF: T 3 FOR EROSION
CONTROL REQUIREMENTS'`
1N THE: SPILLWAY SECTION� AL
� NEW REBAR 7 a, .= -
f , N - 32.3682..9605
E: = 21702.75.5892 ali, 'r,_
ELF VA TION - 90.00
\ \ ---.....-.__- - LC - N Q CONTROL PNT# 1001
a1.�
.1-1 -y-
1
n
7
.----------- NEW REI3AR
IL114IL WETLANDS
'OPOSED FARM ROAD --
i 11E INTO ROSE 'TRACT 50 EXISTING CONTOUR
1 E #3
50 FINISHED CONTOUR
-- ---- PROPERTY ITNF
BUILDING / LAGOON
SETBACK LINE
N = 324399.9368
r�P -�•-� 8" PVC DISCHARGE PIPE E = 2170330.7034
ELEVATION = 86.73
-- - SWALE / DIVFRSION
S.G. STAFF GAUGE
SOIL_ TEST PIT
ri, ..., I_i, -, 01, ... PAD, LAGOON, OFFSET
STAKEOUT POINTS
RIP RAP OUTFALL PAD
SIT #7
14A, NV C01,11.1-1-LEX
09 1
wLr7 r r �
5EE CrErArL HIGH END OFIPAD
Q0 FLEV, 96.52
C.o -LOW END OF PAD
�� P5 ELEV. = 93,:'18
- _ - n1n
_8" PVC" DISCHARGE PIPES Wj_q-I '
8"xW COMBINA IION FITTINGS
0 8" HF ADER PIPE ~1f.
INV 0 BLDG. = 91.18
94 l_F-8" PVC HEADER PIPE
0 0.50% -- MIN INV EL.:.EV. l+k�_
(D HIGH END --� 91 Of?
In
d),
vhl
u
m
OWNER: MORPHY FAMILY FARMS
P.O. BOX 759
ROSE HILL, NC. 28458
1 Kimlcy-Horn
_ --_-_- and Associates, Inc,
Post Office Box 33068
RalQigh, North Carolina '2763f-,
H[ADE N COON 01 DRAWN WN l3 Y:
,10NF 12, 1997
1A,YrPmrFN Pxlrrr
AIA CAR0��N'"r
r '1
r

FEED TANK PAD
STAKING POINT
LOAOOUT ROAD -
k EXISTING GROdND g,Op' -
IF NECESSARY TO GRADE ROAD LOWER THAN
FEED TANK PAD, MAXIMUM DROP SHALL BE
SEE SITE PLAN FOR DESIGN GRADES.
RECOMMENDED CUTOUT WIDTH
FOR FLUSH CUTTERS
-- -- - --- 13.33' _.-_—.
2.0' 2.6'
SWALE BETWEEN RUILD:NGS — a
Tyr=r rr--T-r f�T-T 11-
1,31
10.
- 4.33' -- —
-- - 225.00 BUILDING PAD LENGTH
_ T - 201.00' BUILDING I-ENGTH---- --- ---- - 0�IS
CUTOUT FOR FLUSH GUTTERS
~ ��r-5r
--GRADE REFERESLOPE,
PO dTlt "`--
HIGH END OF PAD (SUBGRARE)
EXtSTTNG GROUND Y ��` � � -`
PAD AND LOAD OUT ROAD
N.T.S.
RECOMMENDED CUTOUT DEPTH FOR Ft.USH GUTTERS s 113"
,w---- ]„.0 % SLOPE
A
-- 54.33' ---
AISLE
r
2.07 SLOPE SLOPE
FIN. GUTTER WIDTH
.a
GRADE REFERENCE POINT
SUBGRADE FLEVATION
-
-- - - 9.33•
r,Pnoq r-r i-i nm nr- Pi i! i ni Ni
IVa I•0.
-�-- - GRADE REFERENCE POINT
LOW END OF PAD (SURGRAOF.)
STAKING POIN r
40' BETWEEN BUILDINGS
SWALE BETWEEN BUILDINGS
��1=T1 fl 11.=l
^� 16, rRom iw;ioE TOP OF DIKE -- -a..-
-SET TOP OF PVC CAP AT
TOP OF DIKE TOP OF DIKE ELEVATION
3/4" PVC PIPE DRILLED AND- u-
1— GLUED INTO 3" PIPE --
- Y PAINT RED ---
2.80'
3" PVC PIPE—�
START PUMP- 6" (TYP} w
-_IIIt -If 1-_films fly-�- _f_
240'
f i�.i i _I . -I I i��� -•._I i _f � I I _i� -
�� STOP PIIMP
BACKFILL AROUND STAFF GAUGF
lI MRi SFN10N$ E AND r[IMPACT
19" BURY DEPT31 MIN
---
__IIf-�iII—III-1
I�-
_.-fII�i1L�i =-III--
!-I ` -' _
4.54'
STAFF GAUGE
N. T.S.
RIP RAP PAD �- ---2C
A
L 00000
._O_O-O-
END OF PAD
SWALE
IIKE
20' M114 OVERHEAD CLEARANCE
FROM HIGH POINT OF ROADBED
YJOODS ---- OVERHANGING LIMBS
TRIMMED TO 11' MIN. WOODS
FROM (+� EACH SIDE
22 MINIMUM --- — ----
DITCH TO DITCH
- - 14' MINIMUMALL WEATHER TRAVEL WIDTH
COMPACTED WELL --DRAINED ROADBED
SUITABLE FOR ALL WFATIER CONDIDONS TYPICAL
DITf,'1i 5LOPE5
SHOULDER DITCHES ---
PROVIDE ADEQUATE OUTLET
FOR SHOULDER DITCHES
MINIMUM REQUIRED FARM ROAD
ISCHARGE PIPE
"FLOATER
SCHARGE PIPE `
IF9
4 V it
N.T.S.
PLAN VLW
i -- 1� Nl4uN xUl''t IiL blM;KS 10 PREVENT
BLADEN COUN FY
DRAWN BY: !c PL3
JUNE 12, 1997
CHECKED BY: RMM
fly-ET 2 Ur- 3
SCAM : N.7..

IINC. W,
P. 0. BOX 759 ROSE "U.,
PHONE : (910) 269 -- 2111 NORTH CAROLINA 28458
EMERGENCY SPILLWAY
N.T.S.
ROSE TRA����� r����v��;�JING 1"'A P -M C 0 Al 1,1�;,��
SiT #6
![-�Yf-^j'Y-.-y."-s-���
_T�:
m
Kimloy-Horn
_ and Associates" lnc-
Post Office Box 33068
Raleigh, North Carolinn 27636
BLADFN COON I Y
ORA WN 13 )/.� RPB
DUNE. 12, 1997
CHECKED 8Y. RMA/f
S1 If f T 3 OF
SCALE: N.T.S.

!vLh41 'RV '
Loll— 7f I'! ,
I.1 � --ram
}
.I
1T.
I
A- 1
.l. r.i-,- .i l,, '.. �� '4k •Lwn . ais. �iw-n• l�f _� - ,. - 1 - - .— ,
.I �I,.,F
- 11<- w •»
T
i it .ili
17� IrIij {1IpT T ITi I' T-
T.
!I I"... T V •-- �= I �I I; l T—, [TFL-- j T--1--�y-��
�� I II II4r^
SEDIMENT TRAP_/STONE FILTER
N.T.S.
I'J
RECYCLE LINE VALVING AT LAGOON
N. T. S.
MURIJ-11y
FAR,WK,15" .INC.- �
ri HHILL,
l C�lhe - ' lNA 2358?mi
•�
LWt h4+f la„ i^•. kf
r
_
ELEVATION
r,MIF'% Mt rn,M[
f T—
-- -- -- --- l�slw tnr• �» c�i
FT
,L.
EMERGENCY SPILLWAY
PROPOSED
LAGOON
FORCE MAIN D!SCHARGE N#PE --�
{
R1=CYUE PUMP �� r
GA7 ':)R �'Al l VaL IE
1
PUMP f'HAMBER
1224 HEAD
FINiSW R
(TYP)
f FLUSH
TANKS
{TVP}
I
4 RECYCLE MANIFOLD PIPING
3 N.T.S.
ROSE TRACT SIT,E' #ti
GENE'RAL DETAILS
FEED
-- TANKS
(TYP)
SEE�TAIL
.— 5
I
L • \ LJI
• � 1'4W4I4tl Klri ,Iil
f' 5-"'\N FLUSH TANK FII I I INF VALVIN(; (RFrYri E j
6 TEMPORARY DIVERSION
3 N.T.S. �--
N.T.S.

PUMP STATION NOTES
1. THE PRECAST CONCRETE PUMP TANK SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET
FORTH IN THE "LAWS AND RULES FOR SEWAGE TREATMENT AND
DISPOSAL SYSTEMS" NCDEHNR - DIVISION OF ENVIRONMENTAL
HEALTH, ON -SITE WASTEWATER SECTION -- SECTION 1954,
2. THE PUMP TANK SHALL BE FABRICATED WITH AN OPEN TOP.
A BAR GRATE COVER WILL BE FABRICATED BY OTHERS,
3. THE EXCAVATION FOR THE PUMP TANK SHALL BE LEVEL AND
UNIFORM TO ENSURE FULL BOTTOM BEARING ON THE SOIL.
BOTTOM GRADE SHALL BE VERIFIED PRIOR TO SETTING THE
TANK.
4. THE JOINT BETWEEN THE TWO TANK HALVES SHALL BE SEALED
WITH 1" BUM RUBBER SEALANT ROPE, AFTER SETTING THE
TANK, THE MATING JOINT AND ALL PIPE PENETRATIONS SHALL
BE FILLED AND SEALED USING HYDRAULIC CEMENT INSIDE AND OUT,
5. A "FLOAT TREE" SHALL BE PROVIDED IN THE PUMP TANK FOR
MOUNTING FLOAT SWITCHES. THE FLOAT TREE SHALL BE A 2"
PVC PIPE SET IN A 5 GALLON BUCKET OF CEMENT, OR SIMILAR
DEVICE THAT CAN BE EASILY REMOVED FROM THE TANK WITHOUT
DISTURBING THE PUMPS OR VICE VERSA.
& THE FORCE MAIN FROM THE PUMP STATION TO THE LAGOON SHALL
BE 6" SCHEDULE 40 OR SDR 26 PVC PIPE. SCHEDULE 40 PIPE
SHALL HAVE SOLVENT CEMENT WELDED JOINTS, SDR 26 PIPE SHALL
HAVE GASKETED JOINTS. THE FORCE MAIN SHALL_ BE INSTALLED
AT A MINIMUM BURY DEPTH OF 3 FEET.
7. THE PUMP DISCHARGE PIPING SHALL BE 4" SCHEDULE 40 PVC PIPE
WITH SOLVENT CEMENT WELDED JOINTS. THE DISCHARGE PIPING
SHALL BE INSTALLED AS CLOSE TO THE OUTSIDE OF THE TANK
WALL AS POSSIBLE TO MAKE PIPE LESS SUSCEPTIBLE TO DAMAGE.
S. THE ENGINEER WILL ASSIST IN SETTING THE FLOAT SWITCH LEVELS
DURING THE FINAL INSPECTION. THE SYSTEM MIST BE C'OMPLETFD
AND INSPECTED PRIOR TO FARM CERTIFICATION.
9. LIFT OUT HAND WINCH AND FRAMF. ARE RECOMMENDED FOR THE
GROWER'S CONVENIENCE, AND Ili NOT A REQUIRED PART OF THE
PUMP STATION C:ONSrRUCPON.
PUMP AND CONTROLS DATA
PUMPS:
(2) MYERS MODEL V4WHV NON -CLOG SUBMERSIBLE WASTEWATER
PUMPS (VERTICAL DISCHARGE)
4" DISCHARGE, 3" SPHERICAL SOLIDS HANDLING CAPACITY
5 HP, 1750 RPM, 60 Hz, 230 VOLT, SINGLE PHASE
6 1 /2" IMPELLER
CONTROL PANEL.
MYERS CAT# CWHV4-50-21DW DUPLEX CONTROL PANEL OR EQUAL
5 HP, 230 VOLT, SINGLE PHASE
NEMA 4X FIBERGLASS ENCLOSURE, SEPARATE PUMP CIRCUITS,
ALTERNATING PUMP SEQUENCER, BELL & LIGHT ALARMS WITH
SILENCE SWITCH, ELAPSED TIME METERS, OVERRIDE RELAY,
PUMP RUN LIGHTS, SEAL LEAK LIGHTS
FLOAT SWITCHES:
NOTE:
(4) MYERS PM15NO FLOAT SWITCHES, POLYPROPYLENE ENCASED
18-2 SJOW/A 34 X 41 STRAND CABLE (PUMPS & ALARM)
(1) MYERS PM15NC FLOAT SWITCHES, POLYPROPYLENE ENCASED
18-2 SJOW/A 34 X 41 STRAND CABLE (RECYCLE PUMP SHUTOFF)
BOTH SITES REQUIRE PUMP STATIONS AND EACH SYSTEM
REQUIRES PUMPS AND CONTROLS AS INDICATED ABOVE.
4000 GALLON PUMP TANK
8"0 KNOCKOUT !
I iTy
-- FLEXIBLE RUBBER _
BOOT PIPE SLEEVE ,
IT
I
:. Is.
IA �r
it
- -- - - - tL
900 KNOCKOUT --'
WINCH FRAME _ MADE FROM S i EEL PIPE
1
NOTE.
ELECTRICAL SERVICE TO CONTROL PANEL\
SHALL BE SIZED FOR BOTH PUMPS }
RUNNING SIMULTANEOUSLY
4" IRON BODY SWING 110V WEATHERPROOF\
CHECK VALVE % CONVENIENCE OUTLET
FLANGED CONNECTION / j�- ELECTRICAL DISCONNECT \
\ I_.II"T-OU'! HAND WINCH
--- - --- / /` r_- 4" BRONZE BODY
--
CONTROL PANEL-� ! GATI vAI.L r
— ELEv. w SI_"F SiTE PLAN
FLOAT CONTROL CORDS --•,
11r
•. I
2' p r (7 PIPE.
E. - l
FINISHED GRADE-
r
1 "o BUTYL RUBBER SEALANT '
IN JOINT WITH 6" BAND ")F
NONSHRINKAPPLIEDT APPLIED \,� LAG PUMP ON — -
801H SIDES ,, RECYCLE SHUTOFF _ I
HIGH-! WATER -ALARM
LEAD PUMP ON _
i 1 PUMP _0FT
4 SEALED MERCURY FLOAT
SWITCHES (TYP)
FLOAT TREE 5 GALLON -�
BUCKET WITH CONCRETE FILL
_ ... E I F'- = SEE- S! TE PLAN
�III UR P I-1 _y
FARMSIN("'.
HUX 459 RUSE
1v0js�Tlj l ARCLfNA284-58
MANUFACTURER'S IMPRINT ON TANK:
WITH DATE OF MANUFACTURE.
PLAN VIEW
'SLf.F V . FOR WIVEL OPERATION
a7 14
f
I�,-`r'�----��--- PL.IMia POWER CORD
-i t-
I
. II
i I ! • i - 6" FORCE MAIN
TO LAGOON
" 0 36" BURY DEPTH
•• I
3\16" DIA. VENT HOLE
DRILLED IN DISCHARGE PIPING
- 4" PUMP DISCHARGE PIPING
-NON-CLOG SUBMERSIBLE
(FREE STANDING)
SEl' PUMP DATA
PUMPING SYSTEM IN
NOT TO SCALE
KOSF, ("T ITb­ #f3
P [ijjj) S-1 TzA TI 0.,\ v Dl-i,_7AIL S'
CROSS SECTION VIEW
2-� PUMP CHAMBER
3-,) NOT TO SCALE
FLOAT CONTROL CORDS -_ CONTROL PANEL
2"x2"x3/16" ANGLE
W/ STUD ANCHORS
FORMED INTO TOP OF
TANK WALL -\ -- -
�u j l
171 4 4 ,
r r
Q II
I � • I
F J
I.'
INSET --A
PI;Lt,W
UMP
FL OA , TREE ---------.- f
-4" PUMP DIS�:'knGE
x P U H B c_ P R (.)(.' r
BEARING BAR ---, "
1 DIRECTION
C PVPIPE
12" ;
�+t------BAi GRATE COVER 1, r-
" GNNI r T r�., Pl_.M DISCHAP';E IPIS41­
Tt'j rfRGc MAIN SHAt.I. RE A.T ?F" RIJRY DEPTH
LIFT -OUT ---- '1
i -L..7. 4 t i I :. i I i 1
t �t t r CHAIN (TYP)
, I
I
_ - -
�j-..fil-art-r . • ! r � - • - i
.3 PUMPING SYSTEM COMPONENTS
3 NOT TO SCALE
0

IYP. VIINI,SFi-F-D GRADE
�` I VALVE BOX — IN UNPAVED AREAS �
i PVC LINE FROM \ I Al" IL ' COVER 0,. "
IL.. FARM #7 LAGOON ul, } n, (MIN)
„Il ?
I!� i r•:i,'IIL: _ /r „i,r r ,�i;: il, ,9hlr0,lil'rl BEND I
Jil;,ll�r iC I �/ i.\s ` _ if. ♦--sOWN.FARM J - a. . �♦ �♦/ .a.C♦♦ /.♦ ♦� .fi\,��♦ ./%jr -'`I
——n— _..
/nl ­(UNPAVED
AS)
FARM #5 TAMFF[�---(UNPAVED AREAS)CONCRETEri CONCRETE n ENCASEMENT
ENCASEMENT 6" THICKNESS
III. I J, AT 3000 P.S.I -•) 0AT 3000 P.S.t,
1 •,I'., � ;III A(}' 13EN()-,III: ,.lilt ^ n
ul, -- — e �. -- VALVE BOX
II, .0 . I - VALVE BOX o COVER
1 ` NOTE T CONTRACIOR: -_• �. - (CAST IRON) ,
• 0 _
6' CROSS —
VALVE BOX SHOULD NOT
_ ,. ,Ipr kill: CONTACT MAIN OR VALVE -
-��, /\ �� — ----TAMP=CBACKPLL
I'45• BENL.) �` I MAIN VALVE
PLAN
,� ',11ir �,!IL -,III. �♦
MIES
TAMPED BA(CKFILL
AL t
1 . D.I.P. F D FOR 8 VALVE OX EXTENSIONS.
L � (f
I f!
, I I
I' 1 �� f r1 ll \
2. VALVE OR RAT tN . NUT MUST BE EXTENDED SO
FARM #4 I 11 I��} i, �BLOCKtlll THAT THE C?EPT IS NO GREATER THEN 5' FROM
•,III ` , �' \_ .1 FARM #B I i. III,. } , A{ RE a ! SECTION THE SURFACE U .ING A MANUFACTURER APPROVED
! li
.I , 6" TEE.\ �j.l , EXTENSION KIT,
:.
iEi' KENO \ !` 2- '``` , 3. GATE VALVES SH.'aLL CONFORM AWWA SPECIFICATION �_ 1 r
C500 DESIGNED FOR A MINIMUM WORKING PRESSURE
y. s
,',I: � \ -; i I � �.� � III `�'�' OF 150 P.S.I. AL) SHALL BE OPENED BY TURNING
In
I1- TO THE LEFT.
Iy
STANDARD VALVE BOX INSTALLATION
�;a � '
1
6RE5TEE
CENTERLINE OF MAIN ROAD (TYP.) ' all `•
lll,
w: •,III-
:��II �\ �
Ill! i \
r `
;. \'' � IRRIGATION FIELDS
\ \ , !u
6" RURIED CLASS 200
PVC PIPE (I.YP) \ . !
I I
45' BEND iI �� �u! �,III, WETLANDS
.ail.
J11-
I , 5* BENO
Allr ,II:
�J�-�I _.. �,f, -.... .. ,. .III: .. r,
„'I:L�
J HYDRANT
6' t�EE ,,Ilr. I
dl; �\IL ,91: ,ISI,PROPFRTY LINE
dl;
,III; `♦
II45 ,.IENLI
ifl._ II
NOTES- l I III Fl[�L .�`',
IIL ,
TE
1. CONTRA( 1CJR HALL PI ACE THRUST BLOCKS AT AI_L FITTIN��S IN \ ll r
ACCORC7ANC:i, WITH SCHEDULE IN TABLE 5 0}= ATTACHED IRRIGATION +' BEND — IJ
I 11--_.w. I. f
( ti \
DESIGN. T}-}RUST BLOCKS S}-TALI_ BE OF 3,000 PSI CONCRETE. I ,IlI, � \ � � �ci E�Ei��? ' - ` �
r
JS` ( 4.E' t �.
\ ,... FILL ..y
2. CONTRACTOR SHALL_ INSTALL AIR VACUUM VALVES AT HIGH PINT `
OF BURIED rIPE NETWORK AND AIR/VENT VALVES AT LOW PINT
OF BURIED PIPING NETWORK. \ ,... i. r' €II:
4-- ,,. FIEL 4
3. CONTRACTOR SHALL INSTALL 6" ISOLATION G HELD 6 � �
ATE VALVES ON MAIN PVC 1o,9 At;IZEs 1FS
PIPING RUN A[- APPROXIMATELY 1,000 LINEAR FEET APART. (SEE (3• TEFL 1 I `r
ATTACHED 1, A1._VE BOX DETAIL i; L� }FIELD
19 f ACMES -- PROPERTY LINE
._��.
4. IS01 ATION GATE VAI VFS NOT SHOWN FOR CLARITY 24 4° #"" 1(?#
- - a LOCATION OF EXISTING �, II:
i, 5. CONTRACTOR IS RESPONSIBLE FOR VFRIFYIN(� 4 �I. �° �
BURIED UTILITIES PRIOR TO START OF WORK. CONTRACTOR IS a, ,
SOLELY RESPONSIBLE FOR ANY ADDITIONAL_ DAMAGE _1'0 EXISTING Al 13 2,�` I
� r ,al;
UTILITIES CAUSED AS A RESULT OF THIS WORK. I.,
6. SECONDARY �,OADS TO BE RELOCATED AS NECESSARY TO ACCOMMODATE I-�' 4-4 10
SP A'Y, FIFL�)S. I,I; Ir � ��' \ _ r � f
� I 6' TEE � 4 .� 6 _�. - := 45' BEND r� � I I�• � —
ail
_ , \ 4-17
-
d
♦ ♦ A (-�. Ifl- R I ' t - \ } r!� ,fl€;
�OA� �6T` E a;
.Y ,
ACRE
�\ ,� q`:_ � ,II: .IIL ,r•.
f
\ 10. 4' ACRES i
I.
.III-
jlb.
GRAPHIC SCALE
1;00 0 2,90 50.0 1000 1900
( IN FEF,T ) ,
1 inch — 500 ft.
INC. am
R, 0. BOX 759 ROSE NIL[._,
PHONE : (910) 289 -- 2111 NORTH L;AROLINA 28458
ROSF,' ,17�AC'1'
I�'
INLSIIING !'ARM
MI Th"X
FARM #4.1#01#61#1"
#8 IRRIGATION
SITh. PLAN
HLADE'N COUNTY
DRAWN B 7`, SPP
dt.)NE 12, 1997
0-1ECKED BY-' Pill
SHEET 1 OF 2
IL
SCALE: 1 "-500'
lil
y '{♦O 5t] ('AP��i r
\► VCR rI
s , gR�t�ESSJ�N.��"
r jr i L
# 17147 J s
M..M��
3

GENERAL NOTES_
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2, HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED 1N FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST �Ik
BE REMOVED._ 1----
3. LAGOON LINER SHALL BE A 40 mil
THICK }-!.D_P.E. LINER MANUFACTURED
lid
�
BY GSE INC.
OR OWNER APPROVED
EQUAL. LAGOON LINER INSTALLATION
�
SHALL BE AS
PER MANUFACTURERS
RECOMMENDATIONS.
i
4. THE LAGOON
IS BEING PLACED IN A
WET AREA WITH THE WATER TABLE
BEING VERY
NEAR EXISTING GRADE.
THE CONTRACTOR SHALL INSTALL
CONTROL PNT.#1000
DRAINAGE MEASURES AT THE START
OF THE PROJECT AND MAINTAIN
BURIED REBAR
THEM UNTIL_
ALL LAGOON GRADING
AND LINING IS COMPLETED.
N = 320B60,7043
E = 2168404.7436
5 THE I AGOON
SHALL BE PRECHARGED WITH WATER TO AT LEAST 1 /2 THE
ELEV. == 68.58
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED.
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. THE COMPACTION SHALT_ BE DONE WITH A SHEEPSFOOT ROLLER.
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE BUILDING PAD SECTION (LENGTH) DETAIL ON SHEET 2
FOR GRADE REFERENCE POINT,
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL BE: 3:1 UNLESS
OTHERWISE NOTED ON PLAN
AL AL i AL
LOW END OF PAD
8,. PVC DISCH PIPES WITH ELEV. = 77.97
8"x8" COMBINATION FI TIINGS --
0 HEADER PIPE
INV 0 BLDG, = 75.87 070 .�
EMERGENCY SPILLWAY
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE SHALL BE A MINIMUM OF CREST ELEVATION = 75.5(
100' FROM THE CLOSEST POINT OF THE LAGOON. SEE SHEET 3 FOR EROSIOI
CONTROL REQUIREMENTS
10. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON IN THE SPILLWAY SECTION
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES
TP13 4 3
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT: APPROVED SCOUR
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE
STAFF GAUGE INSTALLED. ota
11. THE EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS , -�-
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE 04. L4
SITE. IT IS THE LAND OWNERS RESPONSIBILITY TO PROVIDE AND
MAINTAIN ALL SUCH MEASURES. \ �-
SCEDING NOTES:
1. ALL DISTURBED AREAS SHALL BE SEEDED. FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS
INCLUDES INSIDE SLOPES OF THE LAGOON.
2. PREPARE DISTURRFT) .AREAS FOR SFFDING BY GRADING IN ALL- SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN.
3. 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.
SOIL, AMENDMENTS;-.
10,000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
SEEMG 5-QUD-ULE.-
WINTER
600 LBS OF' FESCUE (60LBS/ACRE) SEPT 1 TO NOV 30
300 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue
'^ _ _ ......_.... . L.. , ...a-I"tAILI%A i•uAtC` llfl 1 00 /A('€DC'1
94 LF-8" PVC HEADER PIPE-
0 0.50% - MIN INV ELEV.
0 HIGH END = 75.77
8"02" RUSHING-�_
8"x12" COMBINATION----,,,,
FITTINGS 0 HEADER PIPE
INV. 0 BLDG - ; 75.87
(TYP.)
4P #35
70 LF 24" CORR.
METAL PIPE 0 1.0%
SLOPE: INV, IN= 70.20
INV. OUT= 69.50 o1A 1
/ iY1C R - 2rJ'-� 1
o -5
MIN. 14' ROAD WIDTH ' -�
� � \ SEE DETAIL2 �
r
I �
ki 24' LOADING PROPOSED FARM ROAD -TO TIE
CI.IUTE (TYF.) \ INTO EXISTING
�` R_-
LdLj
0
EARTI-1WORK CALCULATION DATA
METHOD USED. 5' GRID
TOTAL EXCAVATION 47,608 CY ** EXCAVATED CLAY 0 CY
PAD AND DIKE FILL 50,836 CY * REQ'D FOR LINER 0 CY
---_--._�. NET - _ 3,228 CY CLAY NOT REQUIRED 0 CY
SUI TA©LE FOR LINER 0 CY -� ,
BORROW 3,228 CY
* FILL. VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 0 % FOR SHRINKAGE DUE I.0 COMPACTION.
** TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
J 40 mil H.D.P.E. LINER
, dv \L
P
�a
61, - �40
PGA
o
00
�0 CONTROL PNT#129
j
��- - p
02 j E3URIED REBAR -
N = 320551.1 4 A-5 --�Q
- � ° ! E = 21159695.8986
- ELEV. - 82,78
pq. 05 06
LOWEND OF PAD HIGH END OF PAD �
% ELEV. - 76.51 ELEV. 79.75 , \
cc
1
_ RUCK
P
YY ll � -^ 77 TI1R'NAROUND
AREALI 1.
DP 11' `� to
I l
g'__,.- +- I \ ` CONTROL PNT.#111
f \ BURIED REBAR
U P ---- - - - _.---- � � � I ' - N = 320315.1018
rr•' o I E = 2169613.0200
- 225.00' - h F�LEV. = 76.5F3
-PAD LENGTH --.._-.- � � I k e
FEED TAN S
(1 YP.)
t] Q
I; I o- -x
LAP'. min Q o
o
z
n us�t
1.5% SLOPE TAI in
m - 1 30120'
I GRADE TO EXISTING -I
I I 1 S; N �;-1.
�_ 24' LOADING
l 201-00' L R 25.
_..n.., I .�� ._._ CHUTE CIYP.I T �. COfJTROL PNT.#205
REVISIONS
MK
UA 1 E
DES CRIP PON
E?I_ADEN COUNTY
DRAWN BY:- RPB
JUNE 12, 1997
CHECKED CKC D R Y. Rmkf
SHEET 1 CIF- -_)
SCALE: 1 " = ()n'

STAKING POINTS
225-00' BUILDING PAD LENGTH —
_-- 201,00' BUILDING LENGTH -_
FEED TANK PAD I _ FLUSH
S'FAKINt; POINT TANKS
CUTOUT FOR FLUSH GUTTERS
LOADOUT ROAD-
JI -
�— EXISTING G.ROI ND - 9A0' -i_, -'�� _� _ -�._ 1.5% S[OAE.�.
GRADE REFERENCE PCiINT _
HtGH END OF PAD (SUBGRADE)
-� r ��`EkISTTNG GROUND
IF
NECESSARY TO GRADE ROAD LOWER THAN
FEE.D TANK PAD, MAXIMUM DROP SHALL BE 2.0',
SEE SITE PLAN FOR DESIGN GRADES.
RECOMMENDED CUTOUT WIUM
ron rl qvi r_IITTFI7C
[ --'AD AND I.OADOUI ROAD
N.T.S.
n r!'n1,I1.ACnInCn NIMHT nFPTIJ rrlA r111CH MITYr DJ _ 19"
cross SECTION 0.- BUILDING
N.T.S.
_V_
....._m-
15
- + - GRADE REFERENCE POINT
LOW END OF PAD (SUBGRADE)
STAKING POINT
-- - 1 Z00' ._.._.__.... -
1N51DE TOP OF DIKE
STAKING POINT
TOP OF DIKE
40 rTlil H.D.P.E. LINER
-- NOTE SHEET 1 of 3 3_T_-
,,-- MATERIALS . REQUI RIi-
-__._
-_ �-
-�
[-.INIR/DIKF HICTION CROSS
t­111� H ALI.
P. 0. BOX 759 ROSE. MLL,
PHONE [phone] — 2111
NORTH CAROLINA 28458
N. T. 5.
•+- — 16' * FROM INSIDE TOP OT DIKE ­ft-
I SET TOP OF PVC CAP AT
TOP OF DIKE TOP OF DIKE ELEVATION
- — --- — 3/4" PVC PIPE DRILLED AND
GLUED INTO 3" PIPE
rAJIT RED
2.80'
3" PVC PIPE
6"
I _ START PUMP
TF
-
STOP PIMP
BACKFILL AROUND $FAFF GAUGE
I` I WIT" BENTONITE MID COMPACT
IW' BURY DEPT11 MIN
--I I --I 0.50' A
S__.1A1-__F GAUCT
N. T. S.
SLQ E --
EARTH
BERM
SI.CPE DRAIN
PLAN VIEW
LOIN END OF PAD
SWALE
Tor OF DIKE
- 6" FREESCARD
ABOVE SLOPE DRAIN
5' ._
OUTSIDE EDGE OF BLDG PAD-- MIN
EXISTING GRADE BERM LOW END PF
BLDG PAD FLEV
RIP RAP PAD �— �yi� "` SWALE COMING INTO
AT OUTLET FOR SLOPE DRAIN
SCOUR PROTECTION
OVER EXCAVATE V DEEP
S
CORRUGATED PLASTIC EDIMENT PIT AT INLET
1�l]]1I5S
(�[Ls1S PIPE SLOPE DRAIN
u-TT-V -�-- v a -ems iSs 1
°a°o°a°o°o°o°o
?F . LION A
SLOPE DRAIN
N.T.S.
RO,`�I�' '�'�w,1("1' 1�'IiV1`�"Lll7%'4; FA R m C 0, M I -1,EX
ETC.
20' MIN OVERHEAD CLEARANCE
f` FROM HIGH POINT OF ROADBED
WOODS ¢) - OVERHANGING LIMBS
TRIMMED 10 #I' MIN.
FROM ('L FACH SlDE
22' MINIMUM.,_. ---------
DITCH TO DITCII
- --- --- 14' MINIMUM
ALL WEATHER TRAVEL WDTH
-
COMPACTED WELL -DRAINED ROADBED
SUITARI.F FOR A1.1. WEATHER CONp1TIONS
- -- SHOULO£R (NTCHFS ----- - - -
PROVIDE ADEQI1AIE OUTLET
FOR SHOULDER DITCHFS
wOODS
w
MINIMUM REOUIRED FARM ROAD
PROFILL VIEW
N.T.S.
LB '� 1 My T
NYLON ROPE TIE BACKS TO PRF.VENI
Sl{J£ SWAY OF DISCHARGE PIP£
FLOATERS. ATTACH TIE BACKS 'TO
POSTS SE 1 IN LAGOON D11%
2' TO 3' SECTION OF FLEXIBLE
REINFORCED CONNECTOR HOSE
PLACE rLEXIFtLE CONNECTOR - SE:CVRELY FASTENED TO PVC
12" TO 18" FROM PIPE Mill STAINLESS STEEL BAND
5UPPORT TO MINIMIZE CLAMPS.
STRESS ON DISCHARGE 20 LF PVC DISCHARGE "FLOATER" PIPE
PIPE.
WATERTIGHT PLASTIC BARREL OR
SIMILAR FLOTAT10N DEVICE TO
SUSPEND END OF PIPE JUST BELOW
WATER SURFACE -- LAS1i PIPE. 10
-�- -_- -_ - ---_-I FLOAT WITH NYLON ROPE
START PUMP LEVEL
¢¢��_STOP PUMP LEVf.L
'b i MIN. WATER LEVEL A
I LACO'01-1 §TART UP
` - DOUBLE 4 X 4
PTrr SUpP4R'T z r
y 3LO
z —
" 4' MIN, WATER DEPTH SHOWN IS WITwUT SCOUR
PROTECTION ON LAGOON BOTTOM. IF SCOUR
PRO IECTIONI IS PROVIDFD, WATER DEPTH MAY BE
PIPE SUPPORT SHALL BE.._ DECREASED TO 1/2 1RFATMFN7 ZONE DEPTH
BACKFILLED WITH CLAY
AND COMPACTED
DISCHARGE PIPS
N. T.S.
1� Kimlcy,-Horn
..__ and Associates,. Inc.
Past Office Box 33068
Raleigh, North Carolina 27636
RADEN COUNTY'
DRAWN BY. R,1`6
JUNE 12, 1997
CHECKED BY: RMM
SHELFT 2 OF 3
SCA(mE: N.T.S.
nny,��y!l1iYTIR�r0
�� w
�. ;. �,
A'
1714T

V
MATTING 91ALL BE APF
A MINIMUM OF 3' DO*
INSIDE DIKE SLOPE FRC
SPILLWAY CREST
INSIDE SLOPI
SPILLWAY WIDTH - 20'
:EN
A
SYN I IETIC EROSION
CONTROL MATTING
ELEVATION
SECTI(
DESIGN TOP
OF DIKE
IIIII �"IIlIi�l-!I�lII�II ---II55
("I"
COMPACTED
DIKE FILL
BLADEN COUNTY
DRAWN BY: RPB
r
JUNE 12, 199 7
CHECKED 13Y. RMM
SHEET 3 OF 3
SCALE: N.7
S