710103_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qua

R nD
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number t/(-O- �011 0 3 County Pe-"ae.r-- Year 200
Facility Name (as shown on Certificate of Coverage or Permit) .S k ,,,%cam _ �o, r rr,n
Operator in Charge for this Facility �d c Certification # ^% r. e
Land application of33mmal waste as allowed by the above permit occurred during the past calendar year
YES ✓ NO. If NO, skip Part I and Part 11 and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields 0 or Pulls 0 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP):
Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year:
Total Acres on which waste was applied
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: R r- r'+ r_ C D
Part II: Facility Status: MAR 0 1 2004
j 'Ty SECTEON
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIMES10F
' Ent..
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE 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
❑ Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
❑ Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
❑ Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
❑ Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
❑ Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
❑ Yes ❑ No
maintained during each application of animal waste during the past calendar year.
" I certify under penalty of law that this document and all attachments were prepared under my direction or
supervisiori 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."
.%.-0L-3rO%Z.)►-,. L_IL_C_
Permittee )Vame and Title (type or print)
Signa of Pe Date
;nature of Uperator in Lh,
different from Permittee)
Date
AFACF .3-14-03 2

j
� 1
ANINI LA,L FACILITY ANNUAL CERTIFICATION FORM
ATMENDMENT
Year:.2003
�C
Permit Number: NCA271103
County: Pender
Facility M 71-103
Facility Name: Skinner Farm
6. Annual average number of animals by type at this facility during the
previous year:
Wean — Feeder:
Feeder — Finish:
Farrow — Wean:
Farrow — Feeder:
Boar Stud:
Wean Finish:
o.
Commercial Nursery_
Total Average: 0

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
December 8, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
PO Box 759
Rose Hill NC 28458
MI.WMA
IT
A&4
C)EHNF1
RECEIVED DEC 1 5 1997
Subject: Notice of Violation and Revocation for Nonpayment
Skinner Farm
Permit Number: AWS710103
Pender County
Dear Murphy Family Farms:
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 7/16/97.
Your annual permit fee for the period of 7/16/97 - 7/15/98 is $100.00. 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.
.ram
-:Sincerely,
A. Preston Howard, Jr:;-P:E.
cc: Supervisor, Non -Discharge Permitting Unit
CW iimington.Region^a-OffiOffice
Pender 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

State of North Carolina
Department of Environm R7E i D 'T 'IV
and Natural Resources ���91 4LT.
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary I : 3 E
Steve W. Tedder, Chairman
Murphy Family Farms
Skinner Farm
PO Box 759
Rose Hill NC 28458
Subject: Classification of Animal Waste Management Systems
Facility: Skinner Farm
Facility ID #: 71-103
County: Pender
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 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,
)", 1.'X`4,1_
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Wilmington 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

Division of Water Quality..
0 Division of Soil And Water Conservation
0 Other -Agency -
Type of Visit © Compliance Inspection O Operation Review Q Lagoon Evaluation
Reason for Visit@ Routine O Complaint O Follow up Q Emergency Notification O Other ❑ Denied Access
Facility Number
Date of Visit: 11/t612000 Time: 11:1t} Printed on: 11/16/2000
71 103
0 Nat O erational 0 Relow• Threshold
® Permitted [3 Certified ❑Conditionally Certified ©Registered Date Last Operated or Above Threshold: . ...... .. .. ..
Farm Namc:kinncr...Fitrm..................County: P.�ndcx._..- }!'a13,Q......
................................................................... .
Owner Name:...-•--•--•--•--••-•--•--•--•--•-•..... MmPhx-ERMBy.haxms_.__.__.__._-• Phone No: 9.1U$2_.11.E.i-•---------------------
............ ------
---
Facility Contact.: - -- -- - - Title:. Phone No:
MailingAddress:.Q4?..119X..7..59.............................................................................................................................................. 2.845.8 ..............
Onsite Representative: ----------------------- -...................................... •......... ........ Integrator: MWrphi..3Mjly-Farti15._..__.__._......_.--•---
Certified Operator:,j4hA--
Location of Farm:
ake US 117 S toward Willard. At the intersection with NC 11, take NC 11 west to US 421. Take US 421 north far about 1.0 AL
nile to SR 1212. Go left on SR 1212 for about 0.4 miles to farm entrance on left.
® Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude 34 • 38 4 35 « Longitude 78 ' 07 22
Design Current
Swine Canacitv Population
❑ Wean to Feeder
® Feeder to Finish
3672
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
❑ Layer ❑Dairy
❑ Non -Layer I I Non -Dairy
❑ Other
Total Design Capacity 3,672
Total SSLW 495,720
Number of Lagoons 1 ❑ Subsurface Drains Present ❑ Lagoon Area 10 Spray Field Area
,Holding fonds / Solid Traps ❑ No Liquid Waste Management System
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ❑ No
Discharge originated at: ❑ Lagoon ❑ Spray hield ❑ 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? (If 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 Collect ion & 'Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway
Structure I Structure 2 Structure 3 Structure 4
I dent i fi er:................................... ... ...............
1,reeboard (inches):
❑ Yes ❑ No
Structure 5 Structure 6

SIoo
Continued on hack
.. Facility Number: 71-103 Date of Inspection 11/16/2000 printed on: 11/16/2000
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
❑ Yes
❑ No
seepage, etc.) .
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
❑ Yes
❑ No
(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?
❑ Yes
❑ No
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
❑ Yes
❑ No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
❑ Yes
❑ No
Waste Application
10. Are there any buffers that need maintenance/improvement?
❑ Yes
❑ No
1 l . Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload
❑ Yes
❑ No
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CA WMI')?
❑ 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?
❑ Yes
❑ No
16. Is there a lack of adequate waste application equipment?
❑ Yes
❑ No
Required Records R 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?
(ic/ 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?
No violations or deficiencies were noted during this visit. You will receive no further
corres ondence about this visit.
Comments (refer.to question 4): 'Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better explain situations. (use additional pages as necessary):
reviewed comments under General Information for this facility in the database which say that this farm is not built.
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
E3
Reviewer/Inspector Name Stonewall Mathis

Reviewer/Inspector Signature: Date: 5100 I
Facility Number: 7]—IU3 Date of Inspection Fd/16/20001 Printed on: 11/16/2000
Odor Issues
26. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below ❑ Yes ❑ No
liquid level of lagoon or storage pond with no agitation?
27. Are there any dead animals not disposed of properly within 24 hours? ❑ Yes ❑ No
28. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt, ❑ Yes ❑ No
roads, building structure, and/or public property)
24. Is the land application spray system intake not located near the liquid surface of the lagoon? ❑ Yes ❑ No
30. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.) ❑ Yes ❑ No
3I. Do the animals feed storage bins fail to have appropriate cover? ❑ Yes ❑ No
32. Do the flush tanks lack a submerged fill pipe or a pernnanent/temporary cover? El Yes ❑ No
Additional Comments and/or Drawings:

State of North Carolina
Department of Environment
and Natural Resources C-'i�
Division of Water Quality
I say a 3 Zoao
James B. Hunt, Jr., Governor ! �,
Bill Holman, Secretary
Kerr T. Stevens, Director
Murphy Family Farms
Skinner Farm
PO Box 759
Rose Hill NC 28458
Dear Murphy Family Farms:
L r� &.74
0 2
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL' RESOURCES
December 30, 1999
Subject_ Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 71-103
Pender County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY], DRY2, DRY3, SLURI, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
Iiability 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.
cc: Wilmington Regional Office
Pender County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
Telephone [phone] Fax [phone]
50% recycled/10% post -consumer paper

hen
Q ivision of Soil and Water Conservation ❑ Other Agency ' .
M.ivision of Water Quality _
outine O Complaint O Follow-up of DWO inspection O Follow-up of DSWC review Other
Facility Number
'JECRegistered © Certified © Applied for Permit Permitted
Date of Inspection
Time of Inspection � 24 hr. (hh:mm)
0 Not O erational I Date_ /Last Operated:
FarmName: K� A. t1 i n......................................•.......................................... County:.........00.................p...................... .....................
51
Owner Name:.......... .. �` "`.:..`�... �`i,r mI Phone No...........r.L.. ....� .. ..g ..�..........` ............................................................ z r
Facility Contact: ................0 r Z; Title:.......................... .--- Phone No:
MailingAddress:--.--.........!...................9./.:.........3.5.................................I....°. .�1 ... .1_.......................................................---•-- ..........................
Onsite Representative.-...... .................- ..- ... ............... Integrator: ....... ...-...
. r...................- ........
..............
Certified Operator;......... U�' V1 �r Zr ..... Operator Certification Number,....-z.Z. �
. .............................................................................. ....................
Location of Farm:
Latitude 000' 0" Longitude 0• 6 "
General
1. Are there any buffers that need maintenance/improvement? ❑ Yes ❑ No
2. 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 Surface Water? (If yes, notify DWQ.) El Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system'? (If yes, notify DWQ) ❑ Yes ❑ No
3. Is there evidence of past discharge from any part of the operation?
❑ Yes
❑ No
4. Were there any adverse impacts to the waters of the State other than from a discharge?
❑ Yes
❑ No
5. Does any part of the waste management system (other than lagoons/holding ponds) require
❑ Yes
❑ No
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
❑ No
7. Did the facility fail to have a certified operator in responsible charge?
❑ Yes
❑ No
7/25/97

Fs%cility Number: — t03
8. Are there lagoons or storage ponds on site which need to be properly closed?
i
Structures LL-agoons.Holding Ponds Flush Pits etc.
9. Is storage capacity (freeboard plus storm storage) less than adequate?
❑ Yes ❑ No
❑ Yes ❑ No
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 - Structure 6
Identifier:
Freeboard(ft)...............................................................
10. Is seepage observed from any of the structures?
11. Is erosion, or any other threats to the integrity of any of the structures observed?
12. Do any of the structures need maintenance/improvement?
(If any of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or, maximum liquid level markers?
Waste Application
14. Is there physical evidence of over application?
(If in excess of WMP, or runoff entering waters of the State, notify DWQ)
15. Crop type...........................................................................................................
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
17. Does the facility have a lack of adequate acreage for land application?
18. Does the receiving crop need improvement?
19. Is there a lack of available waste application equipment?
20. Does facility require a follow-up visit by same agency?
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
22. Does record keeping need improvement?
For Certified. or Permitted Facilities Only
23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
24. Were any additional problems noted which cause noncompliance of the Certified AWMP?
25. Were any additional problems noted which cause noncompliance of the Permit?
O- No.vitdations or d6fii iencies.were-Hated-during this.visiC, You:will i e'v i_eito •,ftirther : -
et7rrespQiadehce about this:visit::::.: _ .....:
F_a�-" kus hod been b ,,r 1+—,
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
7/25/97
Reviewer/Inspector Name
Reviewer/Inspector Signature: Date:

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
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
PO Box 759
Rose Hill NC 28458
A LM VTA
IT
4
• •
—�
ID FE F 1
Subject: Skinner Farm
COC No. AWS710103
Pender County
Dear Murphy Family Farms:
The subject facility was issued a Certificate of Coverage (COC) on 7/16/97 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'(912L733-
5083 extension 540.
Sincerely;
Kim�Fi'eu�san, Su ervisor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

L. 18 1997
BY:
MU" _U_` RP ,IY
F A M I L Y F A R M S
November 10, 1997
North Carolina -Dept. of Environment--Huth.&_Natiiral.Reen»rrC
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Kim H. Colson, P.E.
Re: Skinner Farm
COC No. AWS710103
Pender County
Dear Mr. Colson:
1 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:
V
J. Neal Tucker, P.E.
Engineering Manager
cc: File
Wilmington Regional Office - Water Quality Section
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment, ECE!
Health and Natural Resourc s
Division of Water Quality JUL 18 1997
James B. Hunt, Jr., Governor BY:
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 16, 1997
James Sauls Jr
Skinner Farm
PO Box 759
Rose Hill NC 28458
_14
ORC
�GHN F1
Subject: Certificate of Coverage No. AWS710103
Skinner Farm
Swine Waste Collection, Treatment, Storage
and Application System
Pender County
Dear James Sauls Jr:
In accordance with your application received on June 12, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 71-103, 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 Skinner Farm, located in Pender County, with an animal capacity of no greater than
3672 Feeder to Finish and the application to a minimum of 46.04 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 namelownership 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 Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
,,/A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Pender County Health Department
Wilmington Regional Office, Water Quality Section
Pender County Soil and Water Conservation District
Permit File
MAIN

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
Skinner Farm
PO Box 759
Rose Hill NC 28458
IT61LT?WA
0 0
A&4 ;2
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAT'URAi. RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS710103
Skinner Farm
Swine Waste Collection, Treatment, Storage and
Application System
Pender County
Dear Murphy Family Farms:
The Division of Water Quality modified the Swine Waste Operation General'Permit originally issued to
this facility on July 16, 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 Skinner Farm, located in Pender County, with
an animal capacity of no greater than 3672 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 AWS710103 dated July 16, 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 IL 10 regarding tree removal from lagoon embankments, Condition Ill.1
regarding inspection frequency'of the waste treatment, storage and collection system and Condition 111.6
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]
J An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper`

Certificate of Coverage AWS71.0103
Skinner Farm JUL 2 3 19%
Page 2
BY:
Upon notification by the Division of this COC's expira icon, you Mall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext. 533.
Sincerely,
R
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Pender County Health Department
c-Wiinirigton-Regional_Office,-Water_Qiiality-Section _f
Pender County Soil and Water Conservation District
Pen -nit File

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date: May 15, 1997
L REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to eaz,
item. Z
Applicants' InitialsZ
1. One completed and signed original and two copies of the application for General Permit - %
Animal Waste Operations; N rn%G
2. Three copies of a general location map indicating the location of the animal waste 3
facilities and field locations where animal waste is disposed; ,f?
3. Three copies of Pages 1-3 of the Animal Waste Management Plan (AWMP) Certification n S
Form, including Part B (Certification of Design Items A-F). If the facility does not have `y
Part Il 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.
IL GENERAL INFORMATION:
1. Farm's Name: Skinner Farm
2. Print Land Owner's name: Mtuphy Family Farms
3. Mailing Address: PO Box 759
City. Rose HiID State: NC Zip: 29458
Telephone Number. 910-289-2111
4. County where farm is located Take US 117 S toward Willard. At the intersection with NC 11. take NC 11 West to
US 42I. Take US 4_21 North for about 1.0 miles to SR 1212.Go left on SR_1212_for about 0.4 miles to farm
entrance on left.
5. Farm Location (Direction from nearest highway_ Please indicate SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified_)
6. Print Farm Manager's Name (if different from Land Owner):
7. Lessee's / integrator's name (if applicable; please circle which type is listed:
FORM AWO-G-NE 1/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: (County Number)-- (Facility Number) (only for expanding operations)
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
Type of Swine No. of Animals Type of Poultry No. of Animals Tyke of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Dairy
® Feeder to Finish 3672 ❑ Non -Layer ❑ Beef
❑ Farrow to Wean ({I sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm No. of Animals:
3. Acreage cleared and available for application: 46.04 ; Required Acreage (as listed in the AWMP): 46.04
4. Number of Lagoons: 1 ; Total Capacity. 1,131,920 Cubic Feet (ft)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (fi)
5. Are subsurface drains present within 100' of any of the proposed application fields? ❑ Yes
6. Are subsurface drains present in the vicinity or under the proposed lagoon? ❑ Yes 61
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine only) (K Yes C
What was the date that this facility's swine houses and lagoons were sited? 9/27/96
What was the date that this facility's land application areas were sited? 9/27/96
IV. APPLICANT'S CERTIFICATION:
No
No
No
I, M_ urthv Family_ Farms (Land Owner's name listed in question I.2), attest that this application for Skinner Farm (Farm
Name listed in Questions 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 of this application are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete. O
Signature: Date: _ —&A
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question I.6), attest that this application for
(Farm Name 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 inforration 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 27626-0525
TELEPHONE NUMBER: [phone]
FORM AWO-GNE 1/97 Page 2 of

yr rvP► IER 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
Rutberford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia B ullding, Suite 7I4
Fayetteville, NC 28301
[phone]
Fax [phone] -.
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington. NC 27889
(919) 946.648I
Fax [phone]
Beaufort Jones
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquiraans
Dan:
Pitt
Gates
Tyxeu
Gmene
Washin, on
*Iestford
Wayne
Hyde
Mooresvtle Regional WQ S upeMsor
919 Noah Main Street
Mooresville, NC 28115
[phone]_
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh. NC 27611
[phone]
Fax (9I9) 733-7072
Chatham Nash
Durham
Northampton
Edgeeombc
Orange
Franklin
Person
Granville
Varna
Halifax
Wake
Johnston
Waam
Lee
Wilson
Wilmington Regioa. WQ Supervisor
127 Cardinal Drive Extension
Wilmington. NC 28405 3845
(9I0) 3953900
Fax [phone]
Anson
Moore
Alexander
Lincoln Bn=sMck New Hanover
Bladen
Richmond
Cabamis
Metkleabiva Cartrtt:t Oaslow
Cumberland
Robeson
Capwba.
Rowan Columbus Pender
Harnett
Sampson
Cleveland
Stanly Duplin
Hoke
Scotland
Gaston
Union
Montgomery
hrdell
N4finston-Salem Regional WQ Supervisor
585 WaughtownSmet
Winston-Salem, NC 27107
[phone] _
Fax (910) 77I -4631�
Alamanae
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AtN'O-G-NE 1/97 Page 3 of 3

Animal Waste Management Plan Certification
(Please tyre or Print all information that does not require a signature)
General Information:
Name of Farm: Skinner Farm Facility No: --
Owner's Name: Murphy Family Farms Phone No: 910-289-2111
Mailing Address: PO Box 759 Rose Hill NC 29458
Latitude and longitude: 34 ` 39' 35" / 78' 07' 22" County: render
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): Take US 117 S toward Willard. At the intersection with NC 11, take west to US 421
North for about 1.0 miles to SR 1212,. Go left on SR 1212 for about 0.4 miles to farm entrance on left.
Operation Description:
T of Swine No. of Animals Type of Poultry No. of Animals
❑ Wean to Feeder
® Feeder to Finish 3672
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
T3 e�of Cattle No. of Animals
❑ Dairy
❑ Beef
Acreage Available for Application: 46.04 Required Acreage: 46.04
Number of lagoons/Storage Ponds: 1 Total Capacity: 9 1,1131 �20 Cubic Feet (fts)
I N Are subsurface drains present on the farm: YES or v] (please circle one)
*s*
Owner -/Manager Agreement
I (we) verify that all the above information is correct and will be updated upon charging. 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. 1 (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 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 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 6o days of a title transfer.
Name of Land O er: Murph anvil
Signature: AtAy.f Date:
Name of Ma er (if different fro
Signature: Date:
AWC — April 24, 1996

Technical Specialist Certification
I 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 (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP,
RC,1), the technical specialist should only certify parts for which they are technically competent.
II. Certrf cation ofDesrgn
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New
,expanded or retrofitted facilit (SD)
Animal waste storage and treatment structures, such as but no limited to collection systems, lagoons and
ponds, have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): °c*` '_'
Affiliation: MuKphy Family Farms .•' r«� ` '.�
Address (Age y): P.Q. Box 759 Rose Hipg
Signature: A A A01:V ve'
t
B) land Application Site (WUP)`'`�
The plan provides for minimum separations (bye f$ tFfair
crop is suitable for waste management; hydraulic a�u`tSi$
land for waste utilization; chosen
�Wft V 5 his -- %,..-
Name of Technical Specialist (Please Print): Kra` AWtaM#I� eek
Affiliation: Murphy Family Farms _
Address (Agency): P.O. Box 759 Rose Hill NC 28458 Phone No.: 910 289--6439 ext. 4556
Signature: Far _ Date:. 6Zeg7
M�
C) Runoff Controls from Exterior Lots
Check the appropriate box
® Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of"pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency : P.O. Box 759 Rose Hill NC 28458 Phone No.: 91()289--6439 ext.4629
Signature: Date:
AWC -- April 24, 1996

D) A lication and Handlin ui ment
Check the appropriate box
❑ Existing r expandin 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).
tK New expanded, or existing facility without existing waste application equipment for
srpay 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 tinting of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, expanded, or existing facility without existing waste application equipment for
land spreading not using, spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary 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 appliactions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Murphy Family Farms
Address (Agency): PO Box 759 Rose Hill NC 28458 Phone No, 10-289-6439 ext 4562
Signature:•, Date: 9 % -
E) Odor Control Insect Control MortaliV Management and Emery-enEmery—ena 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 Checklist, a Mortality Management Checklist and an Emergency action Plan_ Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been selected and included in
the waste management plan. Both the Mortality Management Plan and Emergency Action Plan are
complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency : P.O. Box 759 Rose Hill, NC 28458 Phone No: 910 289-6439 ext. 4629
Signature: ��� _ _ Date: GZ/-"�z-2
F) Written Notice of New or ExpandingSwine Farm
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 . 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 106-905. A copy of the notice and a list of the property owners notified
is attached.
Name of0haqgerC
�Mere
��tm
SignaturName of owner): / (j
Signature: Date: l0 GG
AWC -- April 24, 1996

III Certification Of installation
A) Collection, Storage, Treatment Installation
New, exyanded or retrofitted facility (SOAnimal waste storage and treatment structures, such as but no limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing fac&fzes without retrofits, no cer hfrcation is necessary.
Name of Technical Specialist (Please Print): 1. Neal Tucker
Affiliation: Murphy Family Farms _
Address (Agency): P_ O_ Box 759 Rose Hill, NC Z8458 Phone No.: [phone], ext. 4717 T
Signature: Date:
B) Land_ Application Site (WUP)
Check the appropriate Lox
❑ The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Kraig Westerbeek_ _
Affiliation: MuarphFaamily Farms
Address (Agency): P. 0._Bo_x 759 Rose Hill, NC 28458 Phone No.: (910)289-_6439, ext. 4556
Signature: Date:
This following signature block is only to be used when the box for conditional approval in M. B above has been
checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC — April 24, 1996
Date:
Date:

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature:
Date:
D) Application and HandlingEquuipment Installation (WUP or 1)
Check the appropriate block _
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
❑ ConditionaI approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by (month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Mu h Famil Farms
Address (Agency): P. 0. Box 759 Rose Hill NC 29458 Phone No.: [phone], ext. 4562
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature :
Name of Manager (if different from owner):
Signature:
AWC — April 24, 1996
Date:
Date:

E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No: (910)289-_G4.39, EXT. 4629 ^
Signature: Date:
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC — April 24, 1996 6

F AM I L Y �F A R M S
June 10, 1997
U S�
North Carolina Dept. of Environment, Health & Natural Resources C--
Division of Water Quality
Water Quality Section No
Permits and Engineering Unit o
P.O. Box 29535 C-o
Raleigh, NC 27626-0535 Ln x
Attn: Andy Oakley
Re: Permit Application for Skinner Farm Swine Facility
Dear Mr. Oakley:
Attached you will find the permit application for the above referenced farm. Specific
items included for you review are as follows:
# Copies
I=
3
General Permit - Liquid Animal Waste Operations Application Form
3
Animal Waste Management Plan Certification Form
3
Location Map
3
Waste Management Facility Site Evaluation
3
ASCS Tract Map
3
USGS Quad Map
3
Soil Investigation Report
3
Lagoon Design Spreadsheet
3
Construction Specifications for Lagoon
3
Site Seeding Requirements
3
Operation & Maintenance Plan for Lagoon
3
Emergency Action Plan
3
Odor Control, Insect Control & Mortality Management Checklists
3
Facility Site Plans with Construction Details
3
Waste Utilization Plan
3
Irrigation Design
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

1
Expeditious review and approval will be greatly appreciated. If you have any questions,
please call me at [phone] ext. 4717.
Since ly:
ju�e&
J. Neal Tucker, P.E.
Engineering Manager
enclosures
cc: File
Pender County NRCS District Office

I
Iz I
- N " -

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Names Size Operation z z Y s
�,EEOEr� r0 f..•.+,sN
Telephone
Location Data
Distance from nearest residence not owned by producer:
Yes No
Is site within 100 year flood plain? Sir ro.�,w w�sr�o o,r re�c� ✓
Is site at least 100 feet from a "Blue Line perennial strzam? ✓
If no, site must be relocated
Is site within 1 mile zoningjurisdiction of a municipality? ✓
If yes, site must ,be relocated.
Are there utilities in the construction area? ✓
Wetlands
Will site invoWe clearing woodlands or any non -cropland? ✓
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area? ✓
Is an archaeological or historical site located in the planned area?
Are cultural resources present?

Waste Management
Does producer own enough land to property land apply waste?
If no, door producer have access to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Yes No
Questionable
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. it during desme
position of the lagoon is changed to an area where no test holes were previously dug, additional
test holes WELL be rcgtured.
Comments
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator A0 . /d,- k /u
(WF Engineering)
Signature
(Producer)
Date 9 z 7/96
Date

,a.11k A!if
V1
, 41
I's
lei
�w
t7
. . . . . . . . . . . . . . . . . . . . .
'IJ
le
.-.J
I Yoi
41

ad
70-
13
Cem
63
a cam
] '- N
���=ate=�=
- "- i _A.- i'. .�
-.'
M
•�•---.`^' -_
s` - -:-.: , - •� % .
ee{r Bu
� J6zrasurmasa::
�_ ��
r
-�i••`'
l
� - .a
/'
•� /•
ais - !J ��
_
i _ ;hg*n a��a§•s= � o
\_✓b � �
.^^tip
f•` 5i �,��".r/�
'�'� �/yF)r;
�
r��
O+ \
� ..4 •�.`
�~`�� a g5�
ram-=.
1
_
`6�w.r04 f
t
1213
1211
T�
�Sl wta11,0.�^bfOLOAC�L awwr, .ia=o.. •,•a•••• •••• 78007' 30• -w Vfflj r0T0JVjrTAar
7s'" Mapped, edited, and published by the Geological Survey
ROAD CLASS1FiCATION
Light -duty ht•dLs rand, hard or control by U5G5. NOSlNOAA, and State of North Carolina agencies
primary highway. B
hard Surface__..._ _ r. improved surface -- i po�en 974 phy by Head checked 1c methodsfrorn 981. lap editedaerial
r1984otographs
Secondary highway,
hard surface . Unimproved road-_- .....--projectior! and 1000-meter grid. zone 17: Universal
Transverse Mercator g7
interstate Route C U. S. Route 0 State Route 10 000_foot grid ticks based on North Carolina coordinate system �vy
1927 North American Datum
To place on the predicted North American Datum 1983
HARRELLS, N. C. me the motion lines 13 meters fauth and
t:Wra ATKINSON 13' QUADRANCL.E VV
3407S-F2-TF-024
1984
nMn. 5353 11 NW -SERIES V643
i

LAGOON SITE SOILS INVESTIGATION
PROJECT: rz _ COUNTY:
FIELD INVESTIGATION BY: DATE; �./ • r �r
SITE SKETCH
/
7
AjL
Lv
©
`Ajej
D.r
r•/
t
1
i
r.
r
\ tNbDD
Ijt
I
I
BORING
DEPTH
SCALE
WT
BORING NUMBER AND PROFILE
zy
�. - Z•�
rwTrtE n
Il
L/.Y/G ♦• GOAD
�/IYrF Af � �
v./]N
p
�.1 r'e
Z.e'- 7 I
.wY �,.7
�cc `'�+ W+rlen C
d
-r Gs��n
,+GF /Fr l'in
�
7 - //,Ys
RAT /! t //��
f & F_!7f[g,,)ror(uy
/ Z' Jr�r
(,
4.r �sarr!!v ClFY
GR,ti.r SAfwo
q
7 .E /os/
%
,,iGFs+r slur �i.��/ftfrr/f
Trs
r
p f/dw
/
,/S
BORING / SAMPLING METHOD: �x cram row SIGNATURE:

-Grower. SKINNER FARM
Address:
ANAEROBI
FARM INFORMATION
Nursery:
Finishing:
Farrow 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:
Designed By:
Checked By:
Date:
WASTE LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — —N
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — —N
JWR
JNT
05/30/97
7
0
3672 Hd.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
Is This Design for an Existing Farm?
(Y/N) — — — — — — — — — —N
Is Drain Tile Req'd to Lower SHWT?
(Y/N)— — — — — — — — — — N
Seasonal High Water Table Elev:
— — — — — — — — — — — — — — — — — — —
100.00 Ft
Freeboard:
---_---------------------
1.0 Ft
Emergency Spillway Flow Depth:
Not Applicable
Top of Storm / Spillway Buffer:
Not Applicable
Side Slopes:
---------------------
3 :1 (H:V)
Inside Top Length:
------=------------
400.0 Ft
Inside Top Width:
------------------------
346.0 Ft
Top of Dike Elevation:
--------------_----
105.70 Ft
Finished Bottom Elevation:
---------------------------
94.70 Ft
Start Pump Elevation:
-------------_ — — — — —
103.10 Ft
Stop Pump Elevation:
-- -- -- — — — — — — — — — — — — — — —
100.70 Ft
LAGOON VOLUME REQUIREDVOL DESIGN VOLUMES
% REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume =
173000 (Cu.Ft.)
283970 (Cu.Ft.)
619650_(C u . Ft.)
1,076,620 (Cu.Ft.)
209,025 (Cu.Ft.)
292,405 (Cu.Ft.)
630,490 (Cu.Ft.)
1,131,920 (Cu.Ft.)
Min. Required Liner Thickness -----------------------
Lagoon Surface Area (Inside TOD) ---------------------------
120.82%
102.97°/a
101.75%
105.14%
1.6 Ft
138,400 S.F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hilt NC 28456 (910) 289--2111

Address: Checked By: JNT
Date: 05/30/97
County: PENDER Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.1
Area SF
Incr. Vol. (Cu. FT)
. 94.70
93,520
95.00
94,628
28,222
96.00
98,370
96,499
97.00
•102,184
100,277
98.00
106,069
104,126
99.00
11 Q027
108,048
100.00
114,056
11 Z042
101.00
118,158
116,107
10200
122,332
120,245
103.00
126,577
124,454
104.00
130,895
128,736
105.00
135,284
133,090
105.70
138,400
95,790
These volumes
the
Cumul. Vol. Cu.
28,222
124,722
224,998
329,125
437,173
549,214
665,322
785,567
91 Q021
1,038,757
1,171,847
1,267,636
method
END PUMP = = = = >
100.70
FT
630,490 CF
TR'MT
630,490
101.750/6
START PUMP = = = >
103,10
FT
922,895 CIF
TEMP
292,405
10297%
MAX STORAGE = = >
104.70
FT
1,131,920 CIF
STORM
209,025
120.820/6
Murphy Family Farms Engineering P.O. Box759, Rose Hill NC 28458 (910) 289--2111

Grouter: SKINNER FARM. Designed By: JWR
Address: Checked By: JNT
Date: 05/30/97
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Tvpe CapaciN ALW * cu.ft Ib = Total
Nurse
0
301
1.00
0
Finishing
3,672
135
1.00
495,720
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
01
1,4171
1.001
0
Boars
01
4001
0.50
1 0
Total Required Treatment Volume (cu. ft.) = 495,720
Sludge Storage Volume:
Animal Type C acj ALW * cu.ft Ib = Total
Nursery
0
30
0.25
0
Finishing
3,672
135
0.25
123,930
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
01
4001
0.1251
0
Total Required Sludge Storage Volume (cu. tt.) = 123,930
Temporary Storage Volume:
Manure Production:
?�iimal Type Capacily * Sto. erio s a = ota
Nursery
0
80
0.30
0
Finishing3,672
180
1.40
925,344
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
1801
4.50
0
Farrow to finish
1 01
1801
13.50
0
Boars
1 01
1801
4.001
0
i otai Manure Production (gals.) = 925,344
Total Manure Production (cu.ft.)= 123,709
Excess Fresh Water:
Animal Type C aci * Sto. Period *(gal s Hd. da = Total
Nursery
0
180
0.20
0
Finishing
3,672
180
0.90
594,864
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
01
1801
2.701
0
Total Fresh Water Excess (gals.) = 594,864
Total Fresh Water Excess (cu.ft.)= 79,527
Murphy Family Farms Engineerhg P.O. Box 759, Rose Hi!! NC 28456 [phone]

Address: Checked By: JNT
Date: 05/30/97
County: PENDER Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (138400 sq.fL + 0 sq.fL) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 80,733
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./fL
Vol.= (138400 sq.ft + 0 sq.fQ * 7.5 in. /12 in./fL
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 86,500
"Heavy Rain" Storage:
Vol. =(Lagoon Surf. Area + AddYI Drainage Area) *'Heavy Rain" Factor (in) / 12in./fL
Vol.= (138400 sq.ft + 0 sq.fL) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain' (cu.ft.) = 86,500
(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'
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
173,000 (C U. FT)
283,970 (C U. FT)
619,650 (CU. FT)
TOTAL REQUIREDVOLUME= 1076620 (CU.FT.)
Murphy FamAy Farms Engineerbg P.O. Box 759, Rose Hil! NC 28458 (910) 2&9-2111

Address:
._...may...... —1. vrr�
Checked By: JNT
Date: 05/30/97
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 Sludge Storage --------------------
Seasonal High Watertable Elev. -------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area — — — — — — — — — — — — — — — — — — —
Min. Liner Thickness (if required) -------------------
Freeboard Depth --------------------
Temporary Storage Period ------------_..------
Zone Depths:
105.70 FT.
Not Applicable
104.70 FT.
103.77 FT.
103.10 FT.
100.70 FT.
95.99 FT.
100.00 FT.
94.70 FT.
400.00 FT.
346.00 FT.
3:1 H:V
138,400 SF
1.6 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 1131920 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Lagoon
6.0 FT.
2.4 FT.
2.6 FT.
----------- 11.0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2 i 1 i

Grower: SKINNER FARM
Address:
County: PENDER
Designed By:
Checked By:
Date:
Sheet 6 of 7
JWR
JNT
05/30/97
ZONE ELEVATIONS
TOP OF DIKE ELEV = 105.70
I 1
1
1
/
TOP OF STORM ELEV = 104.70
1
1
1 1
1
1
1
TOP OF HEAVY RAIN ELEV = 103.77
/
1
1
STRT PMP EL.= 103.10 1
TOP OF TEMP STORAGE ELEV = 103.10
/
1
1
END PMP EL. = 100.70 1
TOP OF TREAT ELEV = 100.70
/ SHWT = 100.00
1
1
1
1
1
TOP OF SLUDGE ELEV = 95.99 1
1
1
FINISHED BOTTOM ELEV = 94.70
Mumhv Family Farms Fnalneerina
P.O. Box 759. Rose Hill NC 28468
[phone]

Grower. SKINNER FARM uesignea by: JWH
Address: Checked By: JNT
Date: 05/30/97
Countv: PENDER 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 not required.
�•``Q�H CARl1�
Sf AL a
19s'51
._�
S.►iT
NOTE: See attached Waste Utilization Plan
COMMENTS:
Murphy Family Farms Englneernrg P.O. Box 759, Rose Hill NC 28458 (9 io) 289-21 r i

GROWER: SKINNER FARM DESIGNED BY: JWR
ADDRESS: CHECKED BY: JNT
DATE: 05130/97
COUNTY: PENDER 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 cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to'get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall 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 1 a 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:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR 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. ATYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Famr7y Farms Eng neerbg P.O. Box 759, Rose HIN NC 28458 [phone]

GROWER: SKINNER FARM DESIGNED BY: JWR
At7DRESS: CHECKED BY: JNT
DATE: 05/30/97
COUNTY: PENDER 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 liner 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-s 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 lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Englneemg P.O. Box 759, Rose HAI NC 28458 [phone]

GIROWER: SKINNER FARM DESIGNED BY: JWR
ADDRESS: CHECKED BY: JNT
DATE: 05/30/97
COUNTY: PENDER 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 dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite 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 verity that no subsurface drain file 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 file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file 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.
Family Farms Engineerhg P.O. Box 759, Rose HN NC 28458 [phone]

ADDRESS:
CHECKED BY: JNT
DATE: 05/30/97
NTY: PENDER
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 5.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
330 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
165 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
330 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
44 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
55 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
220 LBS. RYE GRASS AT 40 LBS/ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
5500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
11 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
550 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.
Munch v Fam#v Farms Enaineenho P.O. Box 759. Rase Hit! NC 28456
i910) 289-2111

GROWER: SKINNER FARM DESIGNED BY: JWR
\iPbRESS: CHECKED BY: JNT
DATE: 05/30/97
COUNTY: RENDER 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 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 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.
Murphy Family Fanns Engineerhg A0 Box759, Rose Mill NC 26458 [phone]

.�. .. v... w.w�. a . .. ... �... ..... ......
y _ ►LESS: CHECKED BY: JNT
DATE: 05/30/97
COUNTY: PENDER SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 103.10 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 100.70. This temporary storage, less 25 year / 24 hour storm,
contains 292405 cubic feet or 2187190 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.
Mum& Famfly Fanns Enaftxw na P.O. Box 759. Rose Hill NC 28458 1910) 289-2111

ADDRESS:
A
Emergency Action Plan
CHECKED BY: JNT
DATE: 05/30/97
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 forriAt:
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
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 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 sidewali 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
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 26458 (910) 2a9-2111

UKUWtH: ZjNNNtH FARM ULZAUNtU bY: JWFH
ADDRESS: CHECKED BY: JNT
DATE: 05/30/97
COUNTY: PENDER 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 DE regional office, at 910-395-3900
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 910-259-1210.
D. Instruct EMS to contact local Health Department
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-259-4305 for advice/technical assistance.
910-259-1235 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Depar#ent 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 release of wastes from happening again.
PENDER CONTY COOPERATIVE EXTENSION SERVICE
AGULUTRE BUILDING
801 SOUTH WALKER STREET, BURGAW, NC 28425
910— 259-1235
PENDER COUNTY SOIL AND WATER CONSERVATION DISTRICT
PO BOX 248
801 S WALKER STREET, BURGAW, NC 28425-0248
910— 259— 4305
PENDER COUTNY EMERGENCY MANAGEMENT SYSTEM
PO BOX 28, BURGAW 28425
910— 259-1210
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT, WILMINGTON, NC 28405-3845
910-395-3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

4 3�J 50,E >

Swine Farm Waste Management Odor Control Checklist
Source Cause 4 DMPs to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetativd or wooded buffers;
• O Recommended best management practices;
IV Good Judgment and common sense
Animal body surfaces Dirty manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
VWalerers located over slotted floors;
O Feeders at high end of solld floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
Manure collection PIES • Urine; B' Frequent inanure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
' O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust 201clent air movement
Indoor surfaces Dust Washdown between groups of animals;
0 Feed additives;
O Feeder covers;
eFeed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon Cl Flush tank covers;
liquid while tanks arc filling 0 Extend till lines to near bottom of tanks with
vents
Flush alleys Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon Extend recharge lines to near bottom of pits v •
liquid while pits are filling with anti siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection . Agitation during wastewater Q Box covers
or f unctlon boxes conveyance
AMOC • November 11, 1996, Page 3

Source Cause BMWs to Miniralze Oddr Site Specific Practices
End of drainpipes at - Agitation during wastewater Or Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces - Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; 51"Corteet lagoon startup procedures;
• Agitation 0 Minimum surface area -to -volume ratio;
ss'Mlnimum agitation when,pumping;
0 Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler • High pressure agitation; , lrrigate on dry days with little or no wind;
nou]es - Wind drift 0 Minimum recommended operating pressure;
ePump Intake near lagoon liquid surface;
0 Pump from second -stage lagoon
Storage tank or basin Partial microbial decomposition;. ❑ Bottom or midlevel loading;
surfacc Mixing while filling; 0 Tank covers;
• Agitation when emptylhg ❑ Basin surface mats of solids;
0 Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend dralhplpa outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying (3 Removdsettled solids regularly
Manure, slurry or sludge - Agitation when spreading; 0 Soil Injection ofslurry/sludges;
spreader outlets - Volatile gas emissions 0 Wash residual manure from spreader after use;
0 Proven biological additives or oxidants
Uncovered manure, - Volatile gas emissions while ❑Y Soil Injection ofsiurry/sludges
slurry or sludge on field drying 0 Soil Incorporation within 48 hrs,;
surfaccs
0 Spread In thin uniform layers for rapid drying;
Cl Proven biological additives or oxidants
a "�
Dead animals - Carcass decomposition V Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses In burial pits;
•pits
0 Proper location/construction of disposal pits
Incinerators Incomplete combustion ❑ Secondary stack burners
AMOC- November 11, 1996, Page

Source Cause BMPs to MinimIze• Odor Site S ecinc Practices
Standing water around improper drainage; v6rada and landscape such that water drains
facilities + Microbial decomposition of away from facilities
organic matter
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information:
Available From
Swine Manure Management; 0200 RuleBMP Packet
NCSU, County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Shcet
NCSU-BAH
Swine Production Facility Manure Management: Pit Rec4arge - Lagoon Treatment; EBAE 128-88
NCSU - BAB
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU •BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAR 103.83
NCSU • BAE '
Calibration of Manure and Wastewater Application Equipment; SBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PJH-33
NCSU - Swine Extension
Environmental Assucanca Program ; NPPC Manual
NC Pork Producers Assoc
Optlons for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns In Animal Manure Management: Odors and Files; PRO107,1995 Conference Proceedings
Florida Cooperative Extension
4 Y '1k
AMOC - November 11, 1996, Page 5

c �e
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control insects Site Specific Practices
Flush Gutters Accumulation of solids Er Flush system Is designed and operated
suff clently to remove accumulated solids from
utters as designed.
9- Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding Is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 Inches over more than 30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter. "
• Feed Spillage ®' Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage,
so' Clean up spillage on a routine basis (e.g., I.10
day interval during summer, IS-30 day Interval
• Accumu
Reduce moisture accumulation wItW and
around Immediate perimeter of feed storage
areas by Insuring drainage away from site
and/or providing adequate containment (e:g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated v 4 a
solids In niter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

�f f
Source Cause BMPs to Control Insects. Site Speclfic Practices
Animal Holding Areas • Accumulations of anlmal wastes ❑ Bllmtnate low areas that trap moisture along
and feed wastage fences'and other Iocations where waste
accumulates and disturbance by animals Is
• minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (I.a., Inspect for and
remove or break up accumulated solids. as
needed),
Dry Manure Handling Accumulations of animal wastes ❑ Remove spIllage on a routine basis (e.g., 7. 10
Systems day Interval during summer; IS•30 day Interval
during winter) wher6 manure Is loaded for' land
application or disposal.
.0 Provide for adequate'drainage around manure
stockpiles,
0 Inspect for and remove or break up accumulated
wastes In filter strips around stockpiles and
manure handling areas as needed.
For more infonnatlon contact the Cooperative Extension Service, Department of Entomology, Sox 7613, North Carolina State University,
Raleigh, NC, 27695.76r3. '
AM1C - November 11, 1996, Page 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death_ The burial must beat least 300 feet from any flowing
stream or public body of water -
Rendering at a rendering plant licensed under G.S. 106-16$.7
Sd�S AT- Sr e �z. � Au l na AL.. e"CNt�LF=CA., $Y 'r
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which -in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's valuc without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

Producer: N1,�f�G,.� l Qw,; ��-5�
Location: L,
Telephone: it o a 4 9 a k, i
Type Operation: ���_ r,,; s�,
Number of Animals:
(Design Capacity)
The waste from your animal facility an, be land applied at a specified rate to prevenr
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the &J&-
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting`
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are:
strongly encouraged so that all plant nutrients can be balanced for realistic yields ofthe-
crop to be grown.
Several factors are important in implementing your waste utilization plan in. order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be:
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop -
can utilize. Soil types are important as they have di$erent infiltration rates, leaching.
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoffto surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drifr
and downwind odor problems. To maximize the value of nutrients for crop production:
and to reduce the potential for pollution, the waste should be applied to a growing crop- or -
applied to bare ground not more than 30 days prior to planting. Injecting the waste or -
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management -facility. Attached you will find information ow
proper sampling techniques, preparation, and transfer of waste samples to the lab for.
analysis.
This waste utilization plan, if carried out; meets the requirements for- compliance.with lSAA.
NCAC 2H.0217adopted by the Environmental Management Commission.

Amount of Wane Produced Per Year allons ft3, tons etc.)
3�� a animals X�(at:} wastehun uyyear =69 -I� (ate) waste/year.
Amount of Plant -Available Nitrogen (PAN) Produced Per Year
3�7 a animals X_31bs. PAN/nkuWyear = 4'- 4 6 lbs. PAN/year: (PAN from N C: Tech..
Dude SUL 633)
Applying the above amount of waste is a big job. You should plan time and have:
appropriate equipment. to apply the waste in a timely manner.
The following acreage will. be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs: N Acres Lbs. N Month of-
9 No. Type Per Ac. I Utilized. Application-
C.,
5 fo
a • c. O
3 S
R� i - 3�1
-r�o59
I
ow.L�&
LZ".�
.r.o
ao
'Ao{,
v
r,
135
: W W
a9
MQ - �f
roT
L
qq
s-1`t3
J
Y o5
1
0ALs R4
50
'Duo
y 0
059
a
G f
Coe
Q'I.4 `1
tn(ofo
z
Gil
bJ i.._ak
1.
1.14.4 y
3'-1
Total
*-77ris N is from animal w z9e only. 1, f nutrients from odn7-sources such -as comnurcud-
fertilster as+e applied,. they Hurst be accounted for: N must be based on-realisdc IW
NOTE: T7ie-applrcator•is cautioned that P-and K maybe over•applied-whik me dnglke N
requirements'. Beginningin-1996the:CoastdZone ManagememActwiltrequirefmwmwrin:
some eastern-coundes ofNon*CaroUnato have.a.nut iens nmmwement plan•thwtaddressesk
all nutrients. This plan,only addresses-Nitrogen�
14

_.T__
:.�:�:<
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Aem with adjacent landowner must be attached)
{Required only if operator does not own
adequate land [see Required Specification 21)
Tract Field Sort Crop Lb& N Acres Lbs_.N Month of
* See footnote for Table 1.
Totals from above Tables
Table l
Table 2
Total
Amount of N
Surplus a ci
y X"
YICh s A , , � , Acres Lbs- N
16 Al s
f Tttii7Pd I E 1. Lcci
0
B7Lf3
9 a5�
H t1.09
02-7`i 3
°! a 5 ,D
Produced.
199Lf
IgLi b
NOTE: The -Waste Utilizadon-Plan-must contain•provisions forperiodic:land7
application of sludge at agmnomic rates - The:sludge.-will be nutrient.rich--and wX
require precautionary measures to prevent overapplicadon-of nutrients orother
elemeniL.
3-

I_ ,
0 -,, Mr _-RUTILI
See mffached map showing the fields to be used for the utilization of waste water
Application of Waste by Inigation
Field Sod Type Crop Application- Application
No. Rate (in/Iir) Amount aL)
Ge �a
Ro A crops
ao—
gyro
TM TABU IS NOT TIWID IF WASTE IS NOT BIEWG APP= BY IRRIGATION, HOWEVER A SM ARTABLE WILL
BE NEEDED FOR DRY IMER OR SLURRY.
Your facility is designed forito days of temporary storage and the temporary storage:
nmst be removed on the average of once every MONTHS. In no instance- should
the vohime of waste being stored in your structure exceed Elevation x• _! acao rr , C r
Call the local Natural Resources Conservation Service (formerly Soil Conseryafin 1
Service) or Soil and Water Conservation District office after you receive the waste:
anatysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.

WASTE UTILIZATION PLAN
RZOUIRED SPECIFICATIONS
1. Animal waste shall not reach surfarp waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct dischargc during aperaticr_ or land application. Airy
discharge of waste which reaches surface water is prohibited.
2.
'there must be documentation in the design folder that the
oroducer either owns or has an agreement for use of adequate
land on which to properly apply-__..thelwaate.-.—Lf--the-producer-does=---
not- own adequata- land- tanprope-r y dispose~ of-waste:,._=ki�ishe.-sh�r --
nrvvide- a copy M an aglevm6nt with a landowner w uu =a within- a_ -.---
reasonable proxiutty, allowing; him/her the use of the- land for"'
waste application. it is the respodsibility of the- owner of the:.
facility to secure an• update of the Waste Utilization Plan wheni
thews is a change in the operat4-on, increase in the- number- of -
animals, method �of. utilization, or available land.
3. ' Animal waste shall be applied. to meet, but not exceed, the
nitrogen needs for -realistic crop yields based on soil type, _
available moisture, historical data, climatic-conditior_s, and.
level of. management, unless there are regulations that.. restrict:
to rate of application for other nutrients.
4. Animal waste shall be applied to -lard eroding- less than 5 tons'•
per acre per year. Waste may be applied to land! that is eroding -
at 5 or more tons, but.. less than__ G to_n:-__per ,acre -:pew year ------_
providing- grass filter strips are installed where runoff leaven .
he field. {Sze FOTC standard 393 -Filter Strip)
S. Odors can be reduced by injecting the waste or diskin after*
waste application. Waste should. not be applied -when there in
danger of drift from the irrigation field.
5. when animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled -
cropland. When applied to conservation tilled- crops on
grassland, the waste maybe broadcast provided the application_
does not occur during a season prone to flooding-. (See "weather.*
and Climate in ?north Carolina"- for guidance.)
7. Liquid waste shall be applied at rates not to exceed the -soil
infiltration rate such that runoff does not occur offsite or to
surface waters and- in a method which does not cause drift- from
t e site during application. No ponding should_ occur in. order-
zo control. odor or flies.
S. Animal waste shall not be applied. to saturated. soils, durincr
L-�ilrifall- events, or when the surface is frozen.. V
9. Animal waste shall. be applied on actively growing- crops in such
a manner that the crop is not covered with- waste to a_danth that.
would inhibit growth. The- potential. for salt damage- from anima-L
waste should also be considered..
P age!: ];A

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. waste nutrients shall not be applied in fail or winter for
spring planted crops on soils with a Mgt potential for
leaching. Waste nutrient loading rates on these soils. should be
held to a minimum and a suitaile printer cover crop planted to
take up released nutrients. Haste shall not by applied. more
than 30 days prior to planting of the crop or.forages breaking
dormancy.
-- - !I. Any --new- swine facility sited--on-or of d1 -octcber 1,-. I995 shah
comply with the following: The outer perimeter of. -the --land: area -
onto which. �,'is& is applied from a lagoon. that is a component of:
a swine farm shall be at. least 50 feet from any residential
property, boundary and -from any perennial stream or river (other -
than an irrigation ditch or canal. ' Animal waste other than.
swine waste from facilities sited -on or after October L, 1995),
shall not be applied -closer than 25 feet to perennial. waters -
(See Standard 393 - Filter Strips).
- 2.2. Animal- waste shall not be applied closer thar_ 100 feet --to
wells.
13. Animal. waste shall not be applied closer -than 200 feet of
dwellings other than those owned by the landowner. -
i4_-Mas-te-shall be app;zed in a-wannew`aot-==to=reach. cheer -property
and public ri ght-ot-ways .
3-5. Animal. waste shall not be discharged- into surface waters
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste- may be- applied to prior converted cropland provided.
they have been approved as a land~ application- site by a".
"technical specialist". Animal waste shall not be applied on.
grassed waterways that discharges directly -ntcn water courses,
and on".other grassed waterways, waste. shall be applied at
agronomic 'rates in a manner that causes no runoff. or drift from
Qe site.
IG. -Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., :shall not be discharged into the
.animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed. areas (lacoon embankments, berms,
pine runs, etc.). Areas shall be fenced, as necessary, to -
protect the vegetaci:on. Vegetation such as trees, shrubs; ---and
other woody species, etc., are limited to areas -where considered
appropriate. Lagoon areas should be kept- mowed and accessible-.
Berms and. structures should be•inspected- regularly tor --evidence-
of erosion, leakage or discharge.
T V

WASTE UTILIZATION PLAN
&Z&U RU SPECIICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
of do illegal discharge, polluclon and erosion_
- ly.
20.
Waste hand1inQ structures, piping, pumps, reels, etc-., Rhnizld
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept. on
Animal waste can be used in a rotation thatincludes: vegetables.
and other crops for direct human consumption., -However, if:_.._.-
animal waste is used -on crops for- direct human consumption it
should. only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be: installed to mark- the top and
bottom elevations of the temporary storage (pumping volume) of
all. waste. treatment lagoons. Pumping shall be- managed to- -�— -
mairtain the liouid level between- the markers. A marker will
be.- required to mark the. maximum storage volume- for waste
storage ponds.
22. Waste- .shall. be tested within 60 days of utilization and. soil -
shall be tested at least - annual.Zy.___at_ crop sites --where _ waste_ - -
- -- -products are: anpl-iQd--N-itroadt -shall -be the rate - determining -
element. zinc_ and copper- levels in the soils shall. be -
monitored and alternative crop sites shall be uacd when then-
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste.
analysis records shall be kept. fpr five years. Poultry dry'
waste- application records shallbe maintained. for three (3)
years. Waste annlication records for al~- other- waste shall be
maintained for f _ve. (3) years.
23. Dead animals will be disposed- of in a manner that meets North -
Carolina requlations.
Pages;_ T2

..zzw:;?y??az::.,.....w....�.^a;:.�a's.z.,o�::::a�e�x•'Y ,.. �,.x.,;:""`^,.'
WASTE UTILIZATION PLAN A
Name of Farm: S < t n n Poor lyl
Owner/Mw=ger-Agreemerrt
I (we) understand andwillfollow and implement the specification and.the operation and:'
maintenance procedures established in the approved animal waste -utilization plan fnrtlie:
farm named above. I (we) know that any expansion to the: emoting design: capacity ofthe
waste treatment and storage system or construction of new- fm-Wes wfil require a new -
certification to be submitted to the Division of Environment Management (DEM) befiim
the new animals are stocked. I (we) also understand that there rmrstbe­no•dischargq:of
animal waste from this system to surface wasters ofthe state from a-. storm -event -less -
severe than the 25-year, 24-hour storrr>r The approved plan will be -filed on -site. at the,
fhrm office and at the office ofthe local Soil and Water Conservation District andwill be!
available for review by DEM upon request:
Name of Facrlity Owner.
(Please print)
Signature: ate: �Zd�%2
Tr
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist (Please print) s �C_e-
AffiIiation:_�' V 1 r p Ly a.. , i 4 �a. r ►ri 5
Address (Agency):
u, jq
a
Date: 5 "`' `�-1

a . n rriuV 11 .. 1,41 nL":�OU , ', I'r'�'.:'V1 vj ► - �r�--+.�+...a.
-59
ell
71 AW-1
444
1 � .. �, r •, 7 ��7Ii,(yry�'i Ir � .;�,. }e,/l i� .. � 1 ' �y �, i i 4 � 4I� ; ,II . 1 r l � I, �; I - } , .
• `�•y. � ,, �1: I• 41}},� r .. il.. �� ♦ � .S� . I i ,} .._ .11 .. .. .1.. ... I :1
�• IH''�11 1 'i
+ I
11 t

t" �-P g,f.A Al ri l y
14
.ZC '•:+'- --' n•,i Lr•tY7 �' _..._, ^.. ., ram.- 7 •ry )' r 1.�• 1�
Th
'!':'•
._..._.L�— .. .r �-- --_;. -... .�- ... w—,.`.._� �• ��r+f'�� -'� , �''E� �Y ���,� :-f"�,ia+i�" :1l,+� � ,�1; �ZrY �Y .. ,. i ,. •il���'
Js
trn
.. t. '#..;1�;' ` o '�� 'MVP . .}�. .+��,'': ''" � �`` �'`�:.- 1'• ,'�'�•'�'' 's•
:yl'�P y '�'• l `..� A `Irw ''V'' I! I r �.' I tl:: >51
' r•�,� 15, ' It ,iYl, ,I ,�vY�•'I1
r ram' �i., ���"•. .S _t+ r,.. ` q�,}� �:7../. ,'!��ru�i!.I �, :;.!' •'�f.1 '^S..r •! ��'�.° /��4y�
`F�"Si" I�`:i% % , ��•� f� �'�.'� ,.� � t,-�`.��,f:'.�' .�' '•1 ��; ' �� ,a�'. �Y^:7' 9 ;s '� , :,p. ',i:i,',i?"ud;�. •,f r ���„� ' �� +,1('•�
F�V`[(r�'[(j, � j f '�� 'K ,.ew �• -,I � �� �• '' -- ��� �•-.. .'_Y. � I ./J,`�p nP� -,:�• �'�Y5
�..� i:�' �' h�1� + _ � ��1 a►�' `.'� '� F'J,-_'.k i ��•���la �� ...r��-.., I:n '��,►�'rr;*��\��� • .`?�f � 'r II ' ::'�
.,� y �Mv } }�!'(,/ \ C y..``" •.y, '�.'I��1{ `� �iJ�JL���j��,`•r �,• �4l`�[! �'`;' k�^"�'�'+"Y�,..,!'P
!T�'-/y iiir \1Y � � �lr �; / "1 7 F\'� - .✓ ..1 ...✓, � J��i.��'Ij r •'' 7�'f•1. i .l'
1 4 �f° yr' .' ♦ C'. \ �' ti� �t � � � 'r� �I + � �J 1 �• � ' �f ��`�'� 1+�'rt r � \Ct� �' 'I • � �� I
? i Y ;tit!/
AV-
gh
w;i �.

r. '-� '. I['. •�?�' i l'd �' �� � �, ' f 'l di+rl � 1 �6.' '+ r��Rn rl � h.� S'�:`.1"l_ tti4•l � ;y� •(Y}rj�:�,..i �!' �.. ?� ���::
�'' J�yy�Yr �% �! � 7\a " t . 1[J ♦ t r' ' •r 7 5. �; �T}
;.' `� i7; +YA�rf' 'R� •,1 {'�7 SYh. -�1 i;y �T `I��? + !`+� �['-����f'+^Sr''�;I�M1;.,J;Y•i+ '�F �i
! j .,1.�.i � 'f. � ,.�I 6+ r y j i� I ,t: 'Fr r! 7 � r-pi :� }°+�,�9►� .r..�:tt
Z+ a' ✓r -1 i� S t�1 11' � �� 'Y ,t i• v '"4 .`
' t' if, . . 11' +', � � • t ' ��1Sliky�� 1 . : y� �. ,'. � . ' ��;�+ �" 1 tr
;� 'rs5:i ;t �:, . �•.I :• .t�: ' 4. � , i, "J J^ .. `r j. � �J �� '° � �� +`• r .: �ri'��fJr ° 1:� ' '•i. .' . F }�."::
�!` ',.i t � .'i l.i. ip• , � .. ,}'I�~�' t�r'.i"1' � � .. i': ,'M �, ••I - ' I a W �I. 1.1�•, , : � I 1'' r�,. �4\, '
k IrYY r r r � � � ��. 1� � F. { r .. ,`I . I ,./ 1r` � . ` • �'+�'� .'t �1
� rr ;i'•..; � � "�J a e/ � 't� ;ii �` - , �": ��'.:'' . ..., 1
i�. t\� i'i R'.5 �'+lt� ,I � .fit I 'li Jli •,i' 4, ..
4-Al
tl,
`R'-
,A t t F •iJ"+ t#.'1�.GnF "t {�5 'S1� }",.i� '1t t9 r'• t � •f � 1 !:
,r +. ChL� •1 •'i � 1 ♦ �.i i.lti I i } ! I � �.
F� Cfi.:y
'`a_�"qa/� �t"r74,C''� �' rrC f,1'f. ' ���\ '�•r '... r .pfi..J,��OY,;��:w� ' •'� l� ` • `�� � '�41' •- .iiy��,
'vMY ,1 •rY r .t�,', 1(�. 7� y - � 1 ' .\ r,7 . ,' - ,. 1 !: 1 Jti �f � i`, .. . %:. ! '+ .
111iK jtt r Y r':.� ►t"(.S �, is1�:F1 - .1 , � ., .'fi _'a7 r , I, � R�r I�� .. �`�. ":, ��
{, •'�1r f'll'
t. ��•�� .....�-, �• s,� .• ��'4:�' Ir �fi F :,',+:J �I 1 r� 4 + .. �I b' r .. ct��
;' ,'. .. ,,".a� r.v � �.',. S+�ro +li'Yao:..�� l aj,�����'il �' � ! � .'r." S' •� ^ ••`4r..
:��• � .. ;i "'���k:.k� ••��;7�{�,.,r.!.,i r' r'' .'t 1 r i•t '�tr.. Ii.�J
r 1 � r f ., ' ' i jjj •1(JL �,`4 !Y � � ' j,� 1 kr� �' , '' I �!; � � � ' '
1
, 'L � Y-.�.. �•i .,45: a �!" _ i -J' y. ���,�T►` �{,i,Y
,J'/�`� I I � � • � `i.•1' •���. r, }; �r� T�.' �I,�iyil � I} �. it•t4,! I 3`411
i- �t ,,,. •4,=':� '� �I' ,V, l ,,,ri �.��/`'''1•',�l ,�i f Y'`f�.,t �'� P�1}�' r ����� ?/•' .�I�� 1' � ��' i4�; �� •'�..N
�1. "r t �• 1iy :' • �titi f ,l",I r ,i ? F4
'�'i. 1� •�: � i`'�. yr,. ri'`i ,,,`'Y.. 11 i '.,'c:`I'r a rt 7' t S� �'�F y`tYl)' '� s�i,.iti:
Y �i : _ J L'' '' � � � � •L. � . `i � . ' :. ` 1' � ;y�1•, �' ' x" �1`1` �S1Y �:.i'' � � i.5' �' •i �Ya'�Ct�:S� . 1 ' : i��„� ���
�' j!+�� �h• j +I::r ���t •tr ro',Ir!:N �..•�' : � ii �i ! d rv.1� 1• ;, ; .; �, i.. �: '•ter. M :s f
�Sti%. Y •L.Ir' %.. il• .�i..� i.:'C'.� r I L.tt..�.: . �.;'• �' ;,r �,'� //j"' - ! , J �'+y�.ti•.•�1 ,t I; �5�''' :1 f i.i � � kk���•+•� '� } i•

BXHBrr D-I
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: �k_j,^Ae,r Fe.rpv%— FC'V"&1� County: E-f r _
Address: Pa i3c —76q —X f
Rise ;I1 L 27 9 Date: 5'IG��I7
Telephone: 910 'a %'9 all 1 - x i- Ll r�
TAPS E - Field Specifications
Approximate
llidxlrnunt
ilseabte Size
Field; ojFteld2 Slope
Number. . (acres) Soll Type (%) Cro (s)
Maximum
Appttcalton
Rd0
Piflir
Maxttnwn
Apptte:lton
per irrieallop
Cycle3-
(inches)
T
Convnenla
0_3
o Ls -A TT 11 Row r�o s
.3 5
•5
ISec attached map.
2Total field acreage minus required buffer areas.
3�efer to N. C. irrigation Guide, Field Office Tecludcal Guide, Section II G. Ajuival application must not exceed the agronomic rates for die soil and crop used.
NRCS. NC
3UNE, 1996

Exmrr 0.2
'FABLE 2 - Travoing Irrig4floo Gun Settings
4JD 403°ID (3173'a
Make, Model and Type of Equipment: £30
Field No'
and
1! drant Not
Travel
Speed
(a/min)
Application
Rate
(la tu)
TRAVEL LANE
ER'eclive Effective
Width(n) Un ilt (tl)
Wcned
Diameter
(fcet)
Nozzle
Diameter
(inches)
EQUIPMENT smwas
Operating Operating
Pressure Pressure
Gun (psi) @ Reel (psi)
Arc
PAIIent3
Comments
t
q,)
.31
goo
30C.)
r.C$
C�G
95
3QG
J-9 ]
34
g00
9(50
300
1.017
&0
rJ
3 O
3
)I
3`1
aaa
900
'300
r .oS
60
9A
a.I� 1
.34
300
50
"300
1.0%
(,G
95
4
).ga
,341
0o
-750
3CG
1.Cs
&C)
5�r
?-I
.3 4
aoo
575
300
r.04
&0
gg
5�
a.42
.39
aoo
-1p
.3cc�
I.0?
eo
95
a
GA
?.9-)
.3`1
)-I D
1000
30C>
,08
60
q5
aG
�.9�)
.34
1000
3C)o
I.QS
GO
a5'
�C)G
�A
?a
.34
a05
590
300
1,04
3a�
?.17
.3i
3 05
loco
).OF
CMG
°)5
3 aG
d
a.9
'
3ov
).tad
GQ
q
390
I See attached map,
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds),1-1(half circle), T (one third), Q (one quarter).
May also use degrees of arc.
MRCS, k
JUNE. i 996

1?xm.!
rT b•3
-Solid Sep rrigatiot} Gti i Settings
Make, Model and Type of Equipment:
OPERATING PARAMETERS
Field Not Wetted hydrant Spacing (ft) Application Nozzle Operating Operating
and Number of Dinmcier Along Between Rate Diumcter Pressure Time
Line Not Hydrants feet PI iclinc Pi ellnes (inlhr inches Gun (is)) @111ydraiit(b[I I Comnicnls
#See attached map.
?Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
SUNE, 1996
#See attached map.
?Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
SUNE, 1996

TABLE 4 = IrrigAiluii Systeiis Specificatloiis
Traveling
Irrigation Gur
Solid Set
Irrigation
Flow Rate orSprinkier (gp►n)
$a
perating Pressure at Pump (psi) g
'�
Design Preclpitallon Rate (inlht)
.3'
Hose Length (feet)
OC)C>
XXXXXXXX
Type or Speed Compensation
tt
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
a �ci
TABLE 5 - Thrust 11lock Speciticaliottst
Designer may provide thrust block detalls on separate sheet.
LOCATION
TIFRVST BLOCK
AREA (sq. ft.
900 fiend
Dead End
G ,
Teo
°�..
-7 a
15ce USDA-NRCS Field Office Teelmical Guide, Section IV, Practice Code 430-DD.
EXHIBIT b-4
MRCS, NC
IUNP., 1996

D 5
kxi QSfE -95
Ififil[GA110N SYSTEM DESIGNER
Dame: KM k-0, Wes c r�CC.�-~ _ �.x�.� :.r.d c.�i�y: I. — ,
�l
Company: J�1,,,� Fo,o,
Address: PG 5-3% l Se 14,41 At -D?i58
Phone:
REQUIRED DOCUMENTATION q�
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline ioutes, ili ust block locations and buffer areas where appiicablc.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to detennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for detennining application rates.
5. Computations used to detennine the size of thnLst blocks fund illustrations of sill thnist block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
I. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Tcclumical Guide, Section IV, Practice Code 430-DD.
g. The information required by (his form are 111c utininnnn regnircments. (t is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
N.gTF: A buffer strip � � feet wide or wider must be maintained between the Iiinits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
I�RPS, NC
RJNE, 1996

IU�rra> �Vei oaf trl' igrai l6h O 06MI16H
Describe the operation of the systetri lti the space provided below or'on a similar sheet most convihient to the desigt Wstippfier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of ail equipment.
This s stem is desi ned '' tisina 3" hard hose traveler and John
Unit. when starting this 'system one should make sure the reel is level. Dro
stabilizer legs and tighten. Check brake system on reel. When pulling hard hose
out, hold speed at 2 to 3 miles per hour. After pulling hose out, check safety
shut down on reel: When starting up system, prime pump before starting engine.
After pump is primed, start engine and run just above idle seed until all air is
out of the system and traveler gun. Then slowly increase RPMs until PSI is reached,
When winterizing equipment, drain water from pump completely. Pull reel hose app.
1/2 way out with supply hose disconnected. Take PTO shaft and tractor and reel
it back in. This will exhaust most of the water out of the haxd hose. Take cap
or plug out of gun cart at low point so that all equipment under shelter when not
-in use if possible. Maintenence on all equipment should be done on a daily basis
when in use. head manuals that come with the equipment. These manuals will show
grease fittings and safety precautions.
All ditch cr
11ossi
ings Wiii be with a 10" sleeve X1200 Class 200 PVC.
I�dda pare �4ka�1 to ¢ ne� b aw e,^ - C[r e n0 a ro d por
Itrlgatlon Parameters USbA-fJF2C5
octoa 096 NOA Caioltrn

0
a
4
S
o
d
�
o
s
N
�4-
_
V►
y
_
y
Ln
(,
v
c
S
x
_
(3
r
ra
h.
i
{
V)
L
6
o
_U
N
�
�
f
u
Q
�
pC
-g
i
cLn
r�
a�
�
Q
0
u
0
0
6
,rq.
O
�
{
I
s
J
�
o
�
�
s
o
w
Q
�C1
x
i
Ln
d
O
M
N
Z
c
'u
i

M
i
n
L
h
4
V
�
d
6
V
l
7L
6
hl
o �
r
VL
s
J
0
W
i�

:J
AA
Ilk
' Z6
��ili 1�1 i ! 1 �i 1`•a, 1. k
` t
L
t � •yip � � L�i:� :�' �� ,; � .._ •.� 4
1� .. .. -- ,I ++1{ � � i � �� .�� h �• "�'� Yi'I 'IIi{iII,���'� 1l i' f
I � IIl I�� .� II .�I• �', ` I I, �I � `1 j. �Nr .1 �. • �• r�l/`/� � r `ryfT
I' 1` I� r 41� � �. .`1� � •1, � � \ � • 7/. 'tip �.
•11 it
Al . S

V.
71
771
.h7,� �In, �'1;, 11�'�> r�r3"k• � r�_; I� c' h :'`' ,, �A;, � ;r ��- A '
+,..' � , ;4�.�. .d. ��lS�` �7` �,�'� - [t, {a aS A'` r,'�• ! ,. �: ,�111,`i .;'=�1r { r
r�..i!..+-r'--w� � , � •.>¢,� � � �.; •� '�r���ti 4: 31 r•�74 � • � ��'� !t - f � J•*r � �'" 9/t l �. � 1:._
.,. J `Y �Y ! � �w ,r, r'�lr. y +`�, ',y�._ .i��l •7jT- ':� -'�'f � "'. j y � .. .. � I ,�,f .
��:. 1".i A Pr'�+°ti�ri _ �' .y„ �:'n %-•. ' �q',1 ii !n1< f 1�.,�' "�-•rl 1y;k - i.
k �i 4 !' ' { _ 1 '"" •1jytf': „"' y, /'! ��h���t r +kr'a��(
J r '/ r�fY tE •'�s;� F
��F ((=[. •. J "1l r lY.R 1^'S ��uf .l t�kT , f
`'11y` �' :�k E•�'..- F� .r`",/� (�.� �`.,� :.L ti. fI .y,1' �__k�+l •��F �n�r•.. �' •:Ys ���.` .�� ill' ti` �. ;�7 I ... N, 8-•" �_ _---•_.»-. —..._-
I.
".Ja..+S�.,:+...........ti+.....J.�...,;...nw `
'.r 'rtir

ivyr :', r,.`�.'ky_'�'#yf� t r � :r/ nlv, I y, 1 ,^ /� f ...,, y '+ � ,Fi r•
�!1 r�� IIR• , . '��l)�� r.� J.L�/-�)( $LAY+�y� � z �,� fr ,. + ,� �e [y\ 1 ,,
'I4��,�� q\` .1{"�) l T jr..:. �il,. +:V .l` '-,,. •.1 •... •1a.'1•s,,'.•- �Y , � '
MASS.
AA
,
IP
7 �0
sort
I. �1 ->• � S L y r. • i
••� I b 1 ��- r � d� Y
... � i �' ice' � .t }f f';*,► v,' ry'.,y, � .'. 4 l � ..
•y(y.r • L �' �Ir r• 1 /��.'� jf •1? hi tf_ <... '� �•ri � �1�.�� 1 f :d�'� •r
7
Shy �t;�� � . + ' r�. `� 1 r � 1 r,;�ei �'>� ��•L , ^' r i^r'1
� � ; � S i _ L'yc'> 1>f` i G i. f 'i� ; ' If � �J. -��:1 'i.w �•� ,
f ,. 1 ,.. L , r ! + ,� ._y.�j' y� . / �•!t i J�C f�r' rci.. .
�r.•'`LI�FF ' 1 �' r�,',fl t�,,/ l.V. i ''�`�7 J,.4V .•»Ci/..'
l�lSAN�, ;�; J '1 ,'`t y�'1•., ;
sy� 1 r:f,• a'�jih,�l,. � t. J , / •{' '•1 �' " .•J�
;rj •` � .� r , Y. C •a L1 '4 Y€�5.� � r '' X' .� +fir r •� i � f ; '
, � r''''-' , •A it �.. �. ;' � '1 +1 ! r . ' ,
'I ,1. 1 ♦♦rri Clt� �• {' r'. 5 1,��f�.i'^; �` t w , fS�. 1 ' l
•' i t r f c.. 1 i._ \ * � r { t'L5 �f1 IJ s l' , s•
=* i y� `3trr '•is �•t�#� -t ' J�

•
E30A PERFORMANCE GUIDE'
E30A X 1000' SLURRY -REEL. PERFORMANCE
Application depth Chart - inches
Engine
NELSON
SPRINKLER
SYSTM `Area Covered
Throttle Setting
Ft/HourTravel Speed
Throttle
SR150
PERFORMANCE
INLET per faun
------HI--=----------------Law--------------
Setting
& NOz; •
P5i GPM I OIA
PSI Width Length Acres
.360 260 200
160 129 80 1 40
High
1.081,
6o 182 300
95 210 1105 5.3
•0.2 O.3 0.4
0.5 0.6 0.9 to
3fi0a rpm
RING
70 197 310
. 111 217 1109 5.5
0.2 0.3 0.4
0.5 0.6 1.9 1.9
or .9"
80 . 210 320
126 224 1112 5.7
0.2 0.3 0.4
0.5 0.7 1.0 2.0
Low
TAPER
90 223 330
141 231 1116 6.9
0.2 0.3 0.4
0.5 0.7 1.0 2.0
2400 rpm
1.18
50 205 300
94 210 1105 5.3
0.2 0.3 0.4
0.5 0,7 1.0 2A
RING
..60 ...225.. 315
..112 221 1110 5.6
0.2 0.3 0.4
0.5". 0.7 1.1 2.1
or 1.0"
70 245 330
131 231 1116 5.9
0.2 0.3 0.4
0.6 0.7 1.1 2.2
TAPER
00 260 340
148 239 1119 6.1
0.3 0.3 0.5
0.6 0.8 1.2 2.3
1.26"
50 255 320
115 224 1112 5.7
0.3 0.3 0.5 ,
0.6 0.8 1.2 2.4
RING
60 275 335
135 235 1117 6.0
0.3 0.4 0.5
0.6 0.8 1.2 2.5
or 1.1"
70 295 350
156 245 1123 6.3
0.3 0.4 0.5
0.6 0.8 1.3 2.5
TAPER
HOURS FOR 1000 FEET OF TnAVEL. 2.0 3.6 5.0
6.3 8.3 12.5 25.0
The area covered may vary depending on wind Conditions, field dimensions and use of unspecified sprinklers
The system
Inlet pressure Is
the pressure al The Intel to the traveler and
Includes allowances for
the traveler plumbing and
drive,
PE tube and sprinkler operating pressure. It does not Include any pressure allowance for field .efevallon or mainline
pressure lost.
L 1101'E;
Specifications are subject
to change without notice.
s95-0a04-0
Tim

BIGGUM'-PERFORMANCE TABLES
��4 14311111 _7F
-7s
4
Rm
Ring Rm RxIg Ring
.712' Im. 11121 Z57- 295, -927" W.
GPURmg DIA. GPM",wQ■IA. GPM OtA. GPM DIA- GPM DtA. r3PM DIA. GPM D&A.
44
Nazzle Nozzle Nozzle Nozzle Nozzle
GPM DIA. G P!A DIA. GPM DLk V GPM GPM DIA
260 3W
D' 0 3M,
128 290 1 165 31 2 15 31!�_
. . . . . . . . . . . . Vt
n--k 1.
Ring R Ring F, Ring Ring 'in
W. G
---GP-M• -GPMDIA. GPM DIA. GPM DIA. Pm DIA. GPM DIA. GPM DIA.
NMI
m NcQ7je Nozzle
zzle 1,4- a`6e "75 is,
Ij)5"
PaL GPKmU DW GP D Ek GPNIOzz*DlA-
GPM DIA. GPN LAL GPIDIA. GPM' D
-_7
i - 70" -A
V.
n
Erna
u
Q-3
tits
- In

AENGINE:DRIU.E I Curve4117 Paae1.01
'm Dated 1-3-72
•
40
40,
aw: uam,W C.I . •PE&wa. M-,a25 yumwLlis H_•928
C.1. Paa.IM. L-=075 r.raI, rs L-3077 0i. '3-1/2" FvL_
550 MAIIMtIM WORKING PREssuRE 247 P51
I
ic
VARIOUS R.P.1L
7�ASL b r_..wF p
30
-- - ........_......�
... ................—-- .......... .......-....-.
1� a
..
w
: W
r...'......'—_......�.........
�
—.-......-._
.� :
..1 ........ _......
yA
t - -- _ '- ' !._..... j ..... ' -- ' ri,
..-... _
_ -- ...........--•---------- --� _.........ay.....- — -- -'
r
0 50 •60 •50 200 250 -500 350 400 450 500 550 600 650 700 750 WO 950 900
CAPACMY 1N U.S. GALLONS PER UtNITIM - C-70A5 m-w- T-2805 &p.,,.cw C-7045 ostmI 5—' 1-7' op. i 2-22-71 MODEL B 2 E J Q B L
Caw: Ym'W C.I. pmNo. H-1928 YaeRNd H-1938 VARIOUS RP.1L - Cticlw
i•D.SI» for 7,r1» w
YAP~ 1MwaW C . I. ftm H& L-3004 ' - ft- L- 3039 LM. 13-1 /2" F uu, w ,FrH ar F_ —
�� MAXIMUM WORKING PRESSURE 2_7 PSI �q W20
l
AO :30
...-.-..5......... ...... .-.... ....... ..-.....Z..._... ..- �.
:.........::�:.:. �5` 6D. - 11!'P:5:,
1"BOG �_ NhX i nun � ....-..-.... :.... -.. ...- •-: i -'..__.---------T-----
' ._......_................-L--.........j:... .......1......_....,......�� .._..-.L_....�.LFF..[LLEt[r`L-'.---.._w__._. '
5m
20
r
�........... ...t..-.... ...... - _.. _ __ ........... _.....-
....------._...y.._... ---- -'---- _
r-..... ...-.. ...-_..._..._._...... .-._-� ..� ...... ................ . .. .»....-. - ..-..- _._. _ _ z
-
- ................ _
I » - ---
400 �... . t'• - i ..........
400 ._... - - _.a _ ........0 z
a r r - r - -
W �._....-._ .. .....- - .
:
Y
-- ................. _- #._.-- 1- ..-..-. _ t.. _. __....._
x ;.......... t. .. _.... ... ...... -•---
z' iRPM. t ' ' - ' - - I
t..-... - __.._--_- __...-_ ....... ..... ........... ....- ...... _ ...._-_ _- ... AI
a
_._. ...........
---' - -
...... - .. : ... .
�....... - .... c 1
K 250. ;
-.r.........» ..:..
a i..-..-:.. -" `- ... .... 3 :::::..j
H
.. ............................... •.......... ... .--. .. _ _ _ ....
....... _ .
T50
r ..--.---- --- . i ....... .. ...... .-.... ee......_.{ .....................� _ 1 �..... .... _.. ...........- ......I..
i.
...................
:.............
. ..........................-.......................-............1........... :...... _..... _. _ : _ _ _ _ 1
--..._ _ r........... ..-.-..
j
`b 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 500
CAPA%al Y IN U.S. GALLONS PER MnoO'!iE !
C--r o46 amwm T-zB04 saP.:+.eRF C-7046 o, g_3-71 ,A,F i0-27-71 MCoa B 2 J Q B M
B1211

•
t
i
L
N'DEERE
Y s0
a (60)
L 60
(45)
a
Y '40
m
(30)
20
(15)
:Engine:Performance Curve
Rating: Gross Power
-Application: Industrial -'Continuous
300 Series Engine
Model: -4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm -
-
-
_-------
-
.
I
.......-
Torque
- -
:_ ----
- -
—
-
(239 Nm) :
i
------
-- —
- --
149 !b-ft
(202 Nm)
-
—
.
--
.
f —
Continuous
Power
-�...:...-.
71 hp
---
--- --- --_-
---=---- ---=
- - --- - --
.
-
-
I
'I
- �—
-
"j
-- -
Fuel Consumption
200 .�
(271) Z.
180
(244) l
is
160 FLa-
(217)
3•
0.40
(242)
0.36 .a
(218) t
Z,
U_
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction 12 in.H'2O (3 kPa) Exhaust Back Pressure — 30 in.HZO (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046 Certified by: Curve 4039D7i rc
conditions: 77 OF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer Sot, a Factories'
104 OF (40 °C) fuel inlet temperature Dubuque. Saran
0.853 fuel specific gravity 0 60 OF (15.51C) `µme Date' 09-93
Conversion factors: Power. kW = hp x 0.746 Sheet 7 of 2
Fuel: 1 gal = 7.1 lb. i L = 0.85 kg 7 sEP 9 3
Torque: Nm = Ib-h x 1.356 Revised data`
AH values are from currently available data and are subject to change wrVtout notice.

V )
to
UL

"CONSTRUCTION NOTES
.Use Class 200 Gasketed . -PVC pipe.
Use Schedule 80 Fittings
Install pipe with a minimum cover of 20".
Do not dig trench beyond changes of direction or ends of mainline — must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the _thrust block area.
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
Install 2" air reliefs (AV150's) where designated by "AN." on the scaled
drawing(s).
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.

_Diamond-ASTM-D12241
I PS,-Prassure-Rated-PVC-Pipe
Approximate Coupler -Dimensions
A
O.D.
C
Size
Gasket Race
Socket Depth
2
3.166
4.500
2112
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14-952
7.500
D-2241 Pipe'Dimensions
Minimum Wall Thickness
D.1785
SOR-13.5 SOR-2t
SDR�26
SDR.32-5
SDRe1
Site
Q.D
5Cns0
315 PSI 20D PSI
t60 PSI
125 PSI
M PSI
v7 "
.840
..109
.062
'/. "
1.050
.113
.060
1
1.315
.133
063
1 14 "
1.560
.140
.079
.064
.056
1 '12
1.900
145
.090
.073
.058
2 "
2.375
.154
113
091
.073
2'13 "
2-875
.203
137
.110
.088
3 "
3.500
.216
167
.135
.108
4 "
4,500
.237
.214
.173
.138
110
5 "
5-563
.258
265
.214
. M
136
6
6.625
.280
316
.255
.204
162
8
8.625
.322
A 10
.332
.265
210
10 " 10.750
.365
511
.413
.331
.262
12 "12.750
.406
606
.490
.392
-311
imond's IPS Pressure -Rated PVC Pipe coupler
...dets the requirements of ASTM D-3139,
'v
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seat for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
- vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
iPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
STOP B
41A1[ � 1
O IKa>c O.D.1
' , I T
At 11 BELL 1.0. I L 0.0.
i
I� Bieber Wskel
Pipe
A
B
D
Size
Insert
Socket
Diameter
="
3
4 1r'
3 1/8
4
5 1 /1
4 7116
4 lr-'
5 !f'
5 1/21
6'
5
6
7 13/16
8-
5 1/?
6 718
10 1 /8
10-
5 314
7 1r_'
12 Ir?
12-
6
8 1/4
14 11/16
Short Form
Specification for Diamond
P:VC Irritation Pipe
ASTM-D224I-SD R4I,32._S,26,or21
Diamond PVC Irrigation Pipe shall be made of
compounds conforming to ASTM D1784 with a
cell classification of 1245413. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical requirements as outlined
in ASTM D2241, -Annex. ANSI/ASAE S376.1.
and SCS 430-DD, and will be supplied in 20 foot
laying lengths.
rnquire for avaifaplllsy
14

SPECIFICATIONS :DATA
Diamond IFS pressure-ratec PVC pipe (2-
ihrougn 12—, is made of c;ornpounos conforming
10 materra: requirements of .ASTM D224-1 ;r,
accorcance with ASTM D1784. The prpe saes
(4•• inrougn 12") are made with an integral
bell %.,nicr: utilizes a gasket for sealing in
accordance with the requirements of ASTM
F477 lntecral sockets for solvent cementing
meet me requirements set forth in ASTM
D 2 6 7 2
Diamond IPS pressure -rated PVC pipe meets all
the drmensronai, chemical and ohvsicar
requirements as outitnec in .ASTM D22^1
Eacr male end shall De beveled tc lacrinaie
joining anc referenCe rriar�-ed for .,��,,.••
proper deptn of insert:on .�;-:1[11011C !urnljfle {',
lubricant is 10 be used in the ,pining prcycess
Citartiond 1PS pressuie,,ated Ptpe is suoplrev ir.
20-tooi !engins
a'I`Y i[ .1A L,� ✓ „'l � ;' s�c•��1 -mil if� _ S., %ti
�. �'.+_„r-,r�'.'�,...-.L "a -- ,�'�'i-Vx'3-� _ �•1 -oil:..
PROPERTIES OF PVC i2454-B (1120)
Property
ASTM
Minimum
Test
Specific Gravity
D 79?
1 40
Tensile Strength, psi
D 638
7.000
Tensile Moculus, ps,
D 638
400 000
COD Impac: Strength.
D 25:
6�
-'t . Ib /in
ASTM TEST
' v SulfL: rc Acre_ ? -543
D2),s FlCtallon di
C f - C
Chanoe in We:cn!
,hanoe in Fli )c Strtngl?? i
S1 M Oil No 3. 3C 3.-..
23" C
�-:nanoe in Weic!.i
rM
0 _. . '.,
r. 111i11311111
� III S'1,• f:.11 ttr
i•� III;

'FRICTION -LOSS PHP T5
'FOR DIAMOND
IPS DIMENSION
'6-Inch 8-Inch 10-Inch
O .4-Inch 5-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.1 1
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90.
220
2.28
'
.09
240
2.67 .95
.4
46
.12
260
3.10 1.10
.0
.1 4
280
3.56 1.26
.
.17
300
.4.04 1.43
.61
9
.1
320
4.56 1.62
.6
.21
340
5.10 1.82
_7
.21
360
5.67 2.02
.86
.26
1 380
6-26 2.22
2.45
.95
1.04
.28
400
6.90
2.99
1.14
.31
420
292
1.25
.34
440
3.18
1.35
-37
460
3.44.
1.46
41
480
3.70
1.58
43
500
1.89
.52
2.22
.61
6000
2_58
.71
650
2.96
.81
700
3.36
.93
750
3.78
1.04
800
4.24
1.17
850
Table based on Hazen -Williams
4.71
1.30
900
950
equation=Cw = 150
5.
1.44
-3.58
•5.73
1000
]% To find friction head loss in
1.73
1050
PVC pipe having a standard
1 88
1100
dimension ratio other than 21.
2 05
1 150
the values in the table should
1200
be multiplied by the
2.21
239
1250
appropriate conversion (actor
2.57
1300
(F) shown below:
2.76
1350
1400
1450
150(:
1600
1700
1800
1900
2000
2.95
3.16
3.35
.10
'10
.11
12
14
.15
.18
.21
.24
.28
.32
.36
.40
A4
A9
.54
.59
.65
.70
.76
• .82
' 88
' 95
1.01
1.08
1.15
1.30
1.45
1.62
1.79
1.97
12-inch
_060
.083
.096
.110
.125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
.346
_371
.397
,423
.451
.508
.566
.632
'696
.767
.840
J
Loss below bolo Icne indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feet per second are not recommended.
Page 2 2-133

.INSTALLATION
_)iamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from.a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocke(-sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe,
If normal force does not complete the joint, disassemble the
joint and examine the parts to make ce,;ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged-
Tabte 5.
APPROXIMATE GUIDE FOR ESTIMATED RAN E OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METIIOD
OF PLACE.NtENT AS PERCEI!'T OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSiTI"
FOR GRANULAR MATERIALS IN PARENTIIESIS"
CLASS OF EMBEDMENT 1 I 1 11 1 111 1 IV
Ma.dralS>d
I.LATER6AL DESCAWTIQN C—Miar Sam anI! Gnr 1 M.aod- CtaM1 Fim Gnat
MM.-lu $PIS - Ckau Sa1S Sd ,
of.,—.s.s Carer n.qc j 9-1' j 9 g1I bNf
I.p.rl % a dry .nor ({ $!
Sac C—ll,.771.0. MCCAd S. of Am —,or Rc1a:.r_1 Dt uq Ra Vc S
- - COMIXK1 oT l.w[r WlP0
95-ID0
95-IDI
I 95 ]CO
90-100
so-ro;I
I
D:.uJ•'br par.T6k
tlP95
>t,IFs`
I
1 Ix595
7$.90
.J.wu.
4E475)
X?0 '
t
Cnnwl.:xc � u..sal.eA
IIP95
N69'.
ICh751
IlrW plY-1
j
fDW
I
j
L+IlE[11
�
rU l:i
IFlij
I 16 i1]
�7S
IV}r:I.
1
iJ r.DLOI
rv}r.n
Table-4. UISCRIMDN OF F.1.175MMENT MATERIAL CLA,CXINCATIIrn'N
00
WIL 101L 0
r'C'11•T "I III
CLANS Tvmry NIAT.:.IAL CLA'M1r7CATrU%
Ll... r Sw,.' Maw1.nKW �d.r „r.lo �ww..l IM Y 1 IA ..Ir. /a .• W r...,[..n.
Ild.wg wa.e�.l. ....,, ..[:-N ..Lw.Ccawss ..KI. •r s•...N .,.._ ..... �. L.Ms.
Iiw ' w ..r.ls soak.
C'1... 11 lwh.. C.- wtu,;dN T.a..l. wd p..ei..W "m~. Wk w .• I— Vt% .. ..rl •d
wu hruw. ra.w -".a,a.s. ra....r.. .. N. N..­e
Ck...
CF IY...17 „wLPL gr...la ...a ,...Ir...r w.a.•+.., Mk .+ .. [r. V 1•s ti w..r .J
' r I.x.rw ee..iwar ... Lir a rr.s. have rw IISG .n.wrl ..• N. ".1 ..r.c
C.—
Tw wru.p.ir ...r. rr n.-.ur.,�.- Lwk.K � r..•., M..[ •..o arc .1 ......:
Irr.r. ry.r, R.. a ..r.r r/..a .... �5{ ..aw .� w. 4v ._yr Ll•w.
SF F_.Y T,wcL
1. a,ww ry.ws N..- J v.. - .a..t w.. ".16 N.J.— Ck.n
Cr... Itl SIN"' C" S by T. I.. ,r,.Il-.wl vY n..a...r.. SOL. r ^.r.K ..r.r 1•wa.w w.wJ .�
lal 2"..._.
CC Claytl e•a^I.- „wa-..r[.I.T wn.�.a ur..r. — «i .a. ur .. _J
N" w..
SM S.4T .anJ,...wL.vX r . r.�r r... VT[ ......_ .�,_..,...., ,... I .r.
M.., NM?AM ' .rJ.. 7... A..K.r
SC CIlry .an6L ..r141.T ^.Y. ..►.. Y.< .J ...w .. •_ ,.... - N.. .
l-.a.. IY S..N h♦L I�..,anK Ulu, •.�' f.nr a..l., w.I M1r :1.. ..•+ ..ni. 1 w 4 ..,,•..
CL I..,— r1.,-..1 U.- x. Jrw Ham.. gw.ill. .. ..
k,A Illy.- La..J U.I. 5.ri .. k.. yv'S w r 1•... ..-..
\lil I. "" olu....x'r.w. •. J..r..vr• 1...- -..•.. .... 1 y._I
1— j.r.x:. Jun 5011. se, «r 7..•�• ti \•. ....•
CH 1..4—.byl .r high Haw . I.. clay. L.L.1 ..w... .x. e... ..r, ..
r ry•ra N•.. 2M,.
CI.•. I S..1. fl /AL••••C .ilu ..d w,v.K ...T cur..: L.. p1A... r, l,..I ....» y...r .:.•
SRL• w mwt r.v.r. tiri :[h,.r.c
l
IT I P[r. w.Kt
' Swh r<.a Jrrw.ri.wSTLUNI7.[..Ip,Iwf[+••[e..-.r _+.�n,F f...1 .. .:g rt ll :t:[
• • f. .,vr.y.rl r.N ASTM U 7+57, k.. AlA 5f. t 1. N. to
••• i. r wJs... r a ASTM U :197--.r1. ­h SG 1.1 IM
Ju..r — IIW.nnivir .r Ckc. 11 .hw .J CLa. I[7
The haunching area is most important to the support of
PVC pipe. For -ood support, 'lie haunching area should be
compacted to the densities given in tht Long Term
Deflection Chart.
Figure 2.
n4..na .•e.[• •rn.- 5V.
r.
•• I M., W.x . al.l..a.rav C..F- J•'I.n.ng . +,;. Imo . ,...i .. ..... ux.J ..u...rh I.—
..r.LaH.x r.11[.n+g..L..r ..­
-C'" ......._ ..}a; I.. xug.. AC.w, .k5.g•• `A.r. u....i i. �y .. _ . ,I N.... „�,.nrr. 1.. 51• .�
v M.'w .. ... .......0 ...rrra

.be 'fabricated in almost -any configuration. Some epoxy coated fittings
include stacks and hydrants as -an -integral part of -the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to 'steel
or CA -pipe. This connection can be made with a coupling can ed a
-transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.. Manufacturers •recommended thrust blocks at any
change in direction greater than .100. Figure -1 gives an example of
different arrangements for thrust blocks..
1
Figure 1.
►J
0
4
Example of different arrangements for thrust blocks.
-5-

` L .
Figure 2. Anchorage blocks
for in -line valves.
Table 1 is the forces encountered
at end plugs. to
calculate
forces encountered at bends,.
tees and
wyes, multiply the
figure in
Table 1 by the factors given
in Table
2.
Table
1. Thrust
W at End
Plugs
Thrust in
lbs. for test pressure in psi
Pipe Diameter
100 PSI
150 PSI
206 PSI
250 PSI
(inches
-
1h
295
440
590
740
2
455
680
910
1140
2
660
990
1320
1650
3
985
1480
1970
2460
4
'1820
2720
3630
4540
6
3740
5600
7460
9350
8
64-90"
9740
13,000
_' 16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16,
26,600
39,800
53,100
66,400
-6-

-Table -2. . Factors -for Calculating Thrust W -for
4 - Elbows and -Tees.
-El bows: 900 1.41 "G 'Tees 0.70 Z-
600 - 1.00
.450 0.76----
300 = . 0.52
. 22:5° °'0,39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Searing Load
Soil 1 b/ft2
Mulch, peat and similar 0
Soft Cl ay 1000 �I U
Sand 2000 .—
Sand and gravel 3000
Sand and'aravel cemented
with clay 4000
Hard shale 10,000
2 14 _ Thrust (Table 1 & Table 2)
Thrust block area(ft ) _ - A
{- F Soil bearing strengt ab e 3}
.x��v�:
In placing concrete thrust blocks, check with the manufacturer of tt
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench -required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes•, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter- of pipe. Under most conditions the chain -trencher or «heel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

n
EKJ E31-'ILLANC. F'Af) LENr;hl --
_ STAK.iW, PCLNTS
:KJI t' DJIIiNNG LENGTH--
FLEA TANK PAD , - - Fl.U5H
"Ak Nd,. PC,IN" [L11C1L1T C:IP .'fir + C�Cf'TFR`,•
i,fl�TlNi. :,n13i}t'iu�- '3�RI' _
CIRADF Rl'1'EWFNM P01WT _
HIGH FNE' CIF PAD (: rtiip+ADEj
1 E[lSrM,c e;�()UW
t— 11 MELLr`..AR, r". GPAD[ PGAC' LIl1►¢./t rHAN -- —
F'ECID TAMP PAdj, MAXIMUM DROP 3HALL BL 2 0'
SEE 51TE Pt.AN f_(d� DF Af,-C i,RADE4
a
I1
"w;.i f E'•E '1ME'rd FiLiu ;:�rC..•
l i 7- T 1 —I I —i �--
wt •)paW£NC1i' l,a tralr MCC=TH
np n r �cr. : 11*n'Tac.
PAD AND LOADOUT ROAD
N.T.S.
PECOl�4all:rl� �•>_Irr�_IT ryiu'I-I c�c FI_I,1SH r;IrrtE�::: s IF'
}
2 o 5LCIPE I
JUSi.E
::RAPE REFERIENrF PON'
_ - LOW END 0' PA;, (%J&rf-AD(.1
11
— - - - - -- --- - -- -- - -ar a.�' BL T III♦rE r. Ruei-L1wGS
q 50 - -- ---
��- - - 4 I 5WALE EPETMIEFN RL404NGS
t1a , Ns'fcra}Nr.r Ft11Ni �� _�_I I I} I I� Fri,
j
2 \ CROSS SECTION OF BUILDING.
2 N.r.s.
}•''t
Sr.r It,
;;. v ;Mkq I —.. '..LAY UI&F 1)6
I I
Ftr1,T%4C, r,RAf'.f
IL BEFORE
----- - 16- * rPW INSIDE TOP OF L* E
SET TOP OF PY( fAP AT
1'OP OF WE TOP Cw fAI%E EL£'VA r10N
f� j— — - --- -- 3 /+' PVC P►P£ rF+ILLEr.' AND � -- - - --- - -
,'�
PATrj
nu'
rv, PILLSTART Pum�
—
�—!
� Imo! 11=111�! 11�I
I M I !_III —III—! I !_ — - STW PUT.IP
E. -I I I_ rl ! I I I ICI I !� 8ACXFILL AROUND S;AFT L,,��#
WTH E1ENTONITE ANC :.OMPACT
auR, DEWN Mir.
C
.� I � �, III i�I{'� ir--�I I► -- II -ilk I�#--- #
7rrr7MIT- -
+r f �jTT
:. 6
T ! INER DIKE CROSS SECTION
N.T.S.�p c V
M
FARMS Mc.
P. O. BOX 759 R05'_ HrLL,
PHONE : (910) 289 -- 27, 1 i NORTH CAROLINA 284,,58
_I�.._ _P.,II. PPILP.19.1.1.11�111 LI. �--.--.aP.I PLI I.II�_..q P.1IULUI_411�
SKINNER _FA RM
3 - 1224 FINISHERS
STAFF GAUGE
N.TIS.
1. THL GROWER MAY USE. LIIHDrt �
I L-
1
I f W I
L,'�`'
Iua r �. L ; F
R ,>i
OITC
QWYR ANCINC LIMVS. W-4*0 USE',. C7r_ _
20' LOU OYERWAD LLLARAHCE
FROM HI;H POMT t)F POADKD
I
wCcx3� f OVUWAWAN45 W65 --
TRLMMED TO I" Wm' rWa'ct<.
1 ! FROM 4 EACH SIDE
I)IT,'>I TA DITCH
I
-'-- 14' WIN
ALL TI'EA'THER TRAVEL WIDTH
.-. I t j2 !Fi 1/2*/FT
COMPACTED MELT-D"HED ROADBED
\ �� :UITAEii rOR ALL WE A HET Gli(7!'?^hS ��' T T11CAL MTf1C
� SLOP£5
P}t�IYtoE ALCQIJATE OUTLET
IrLw s►ec]ULGEI� IxTCHES
56'�MINIMUIVI REQUIRED FARM ROAD
2,) N.T.S.
STATE kLAOITA04M ROAC - PAVED _A S"L
- --
9O j
Ih7ADaW 1300-
40 AT
CLtL'VER T
_N WIN LLN pi �
- -
�0��
T �j' UtN DI AMIE T%R L3L'1ERT
rAR9iI�
I
!
END OF TAPER/SECURITY
. U.
ENTTtAnC.E M?I_� I BEPLA+�L L i��'
�:A
-.
IL LC%4T1pN
THAT 1/4 MIf WStWII'Y IS
�
4
PROADEC IN BOTH 0IRECT11ON;
�H I m
f O Ij--t1 14' WN ALL V&ATKR 70AWL WbTM
ulFt � DFTQf i{J +t E31T�1
MINIMUM ENTRANCE REQUIREMENTS
0 00
0 0
— 0 — o — 0
M; m,
N.T.S.
EKE: 4
- - --, SWALt
113w '4 jANi _
I
fi wnti i"hFHANi'. •'`JFA Fi-A`,iif'ar, _ , 0
r- ," I II /��Y
V
1IV!
PIaC S Vpt_w T yCAU,• 6E -- i
^�
SLOCTs ';+CALL LIE_a}L
Ti;r,F TFCE F' rGH TIr tAR :
rf+ Nl-
Li A{_M-L'tL,LEf] PATH CZAT
[.AF'G fILT�VEEN
i
I-' FP.EESCfARD
f I i
a iT AiM11ur,JM
`.
A$>5V'£ �LLPE CRAq{
I" two Fr
Ee17G PAL FLF v
'r
^.i Alin. L 1 Sl'-i Y^.1tiLl a Zk
LK,` IARC4 PIPE A MINIMM+M •.
I��
L
���.-W'�'r
A}LL; 111A(L Of _-EGUREO W'th ti'
P<p RAP - Ai'
�
s*ALLf '_OMI N4 INTO
-.---------
AT
'moo -
y_�
51''X°E DRAIN
r+wEli1 P111 AT R'IL _I
t i
oocoono�a�oono�a
a„a� -,
SCOUR
PROTECTION
DEVICES
7
SLOPE DRAIN
N . T. S.
N . T. S.
1 A4 , I DATE 1 DES(PIPT1ON I
;-

GENERAL NOTES:
ELEVATIONS SHO%IN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2_ ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL ACTUAL STRIPPING
REQUIREMENTS SHALL BE SITE SPECIFIC, AND SHAH BE DETER1vpNED IN
THE FIELD BY MURPHY FARMS PERSONNEL. TH,S MATERIAL SHALL
BE STOCKPILED AND MAY LATER BE RESPREAD ON BACKSLOPES TO HELP
REESTABLISH VEGETATION, BUT SHAM NOT BE USED AS STRUCTURAL FILL.
INrXIADUAL ROOTS OF 2 INCHES IN DIAMETER OR GREATER WILL NOT BE
ALLOWED IN fill SECTIONS. ANY STUMPS ENCOUNTEWD IN LAGOON SIDE
SLOPES OR BOTTOM MUST BE R£IaiOVFTI
3. THE SOILS INVESTI:ATION DONE BY MURPHY FARMS INDICATES
%ATABU UATEMAL FOR USE AS A LINER IN THE PROPOSED LAGOON
AREA NEAR THE PROPOSED BOTTOM, THE SIDE SLOPES OF THE LAGOON
SHALL BE UNDERCUT FOR A 1.6' THICK LINER. THE LINER MATERIAL
SHALL BE THOROUGHLY AND UNIFORMLY COMPACTED SUCK THAT THE
PERMEABILITY AFTER PLACEMENT SHALL NOT EXCEED 1.25 X 10-6
CM/SEC. UNDISTURBED CORE SAMPLES OF THE UNER MATERIAL WILL
BE TAKEN AFTER COMPLETION AND WILL BE LAB TESTED TO CONFIRM
THE PERMEABILITY. THE MURPHY FARMS ENGINEERING DEPT. MUST
APPROVE LIFER MAIE.RIAL PRIOR TO PLACEMENT. SEE UNER/DIKE CROSS
SECTION DETAIL ON SHEET 2.
4- THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BONG WITHIN THE EXCAVATED DEPTH. IT 15 IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE. START OF THE
PROJECT AND MAINTAIN THEM UNTIL ALL LAGOON GRADING AND LINING
IS COMPLETED.
5- THE LAGOON SHALL 13E PRECHARGED WITH WATER TO AT LEAST 1/2 THE
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED. THIS IS IMPORTANT TO HELP REDUCE START-UP ODORS
AND TO GUARD AGAINST SLOUGHING OF THE LINER MATERIAL.
6 ALI. FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE MATH A
SHEF:PWO01 ROLLER.
T BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT SLOG.
SUB S'UBGRADE- SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POINT.
S. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3.1 UNLESS
07I#R1MSE NOTED ON PLAN.
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON.
1 A ?LTC Fry I /1WMr I Trt.M Cu A + oc nrAlC 411 orr A 0r%C' Tn vUr ; A nnna+
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: L40DO I DIKES
FERTILIZED, SUDED AND MULCHED INSIDE AND OUT; APPROVED SCOUR
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE
STAFF GAUGE INSTALLED.
11- BEFORE BEGINtMNG EXCAVATION AN OBSERVATION TRENCH{ SHALL BE DUG
AROUND THE LAGOON AS SHOMM TO DETERMINE WHETHER DRAIN TILE rS
PRESENT IN THE LAGOON AREA. THE TRENCH SHALL BE A MIMMUM OF
5 FEET DEEP AND 4 FEET MADE AND SHALL BE 25' OUTSIDE TF1E TOE
OF THE LAGOON, IF ANY DRAIN TILE IS FOUND IT SHALL BE REMOVED
COMPLETELY FROM THE LAGOON AREA_ OUTSIDE THE TRENCH 714F TII £
1iHALL BE EITHER CAPPED OFT:' OR REROUTFD AROUND THE LAGOON AS
DIRECTED BY THE ENGINEER.
SEEDING NOTES.
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED A$
SOON AS POSSRU AFTER FILIAL GRADING IS COMPLETED. 14 1S
INCLUDES INSIDE SLOPES OF THE LAGOON,
2. PREPARE DISTURBED AREAS FOR SEEDING 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
SMO iti SEEDEIED. APPLY SEED AND FIRM SEEDGD IMTH A
CULTIPACKER OR SIM4_AR EQUIPMENT. APPLY MULCH AND SECURE VN TH
A MULCH !N(>4ORt4G TrYX OR NET?ING.
SCAL AMENDMENTS:
55W LBS OF 10--10---10 FERTILIZER (1000 LBS/ACRE)
11 IONS OF DOLObI111C L!w (2 TONS/ACRE)
550 BALES OF SMALL GRAIN STRAW (1 DG SAES/ACRE)
SEl D!NG SCHEDULF.
winI:or
3-V LBS OF FESCUE (6C LBS/ACRE) - SEPT I TO NOV 30
220 LBS OF RYE GRASS (40 LBS ACRE) - DEC 1 TO MAR 30
165 LBS OF RYE GRAIN (30 LBS/ACRE) - nurme crop for `escuc
55 LBS OF UNHULLI<U COMMON BERMUDA GRASS (10 LBS/ACRE)
- JAN 1 TO WAR 30
surnmer
330 LBS OF PENSACOLA RAHIA QRASS (60 LBS/ACRE)-MAR 15 TO DUNE 15
44 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)-APR I --' JULY 31
TOTAL AREA TO BE: SEEDED AND MULCHED = 5 5 ACRES (APPROX)
EARTHWORK CALCULATION DATA
ME 1'HOD I_.;SE Di 5 ORIG
*rr7 A L. r X 17 A V A T! 0 N��
rah
r •*
r=
PAD AN() ClIKI!- � ILL
24,255
C T
RE O'D FOR L rNER
--NI-eT
3,b74
CY i 1,LAY WA'�Tf
�IIT4 �t 4 rr-R :.- Np
f 49_,
,. T
C
+
FILL vcL.UMES
HAJE
BEEN ADJUSTED HY 207, AND i,LAY
v01_IJMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION.
••
Ti,,TAL EXCAVATION
VOLUME INCLUDES UNDERCUT FOR
L.1rNF- �:f.
FARMSINC. m
P. 0. BOX 759 R{7�1` HILL,
PHONE (ytuj 2�39 — 2� T 1 NORlH CAROLINA 28458
IU ,
.L) _
-- ��� NRNAR(%I-►ND Wip7}.f F` I
LOADING CHUTE (TYP) 1
2% SLOPE TO
EmS-r GRADE
,11 1--- F11111' " -_
f -IN, 102 a.'
—;Nv li:i! 36
`CONTROL PNT #4
REBAR
N = 5476.6188
E = 4475.6663
ELEV = 102.2 7
11 C,.?
14' ROAD W?DrH
SEE SHEET 2 -
THE SITE EVALUATION FOR THIS FACILITY WAS CONDUCTED
ON SEPTEMBER 27, 1996
ALL SURVEY COLLECTIONS, LOCATIONS AND ELEVATION DATA
GATHERED BY MURPHY FAMILY FARMS ENGINEERING DEPT.
-INV IOU 50
`- CONTROL PNT- #3
REBAR
N = 5410,0985
E = 4838. 26 26
ELEV = 101.211
;
0
c�
i U
>> L_L.I
Q
;
OBSERVATION TRENCH
SEE GENERAL NOTE #11
20 LF-15" CORR PLASTIC
PIPE SLOPE DRAIN WITH
RIP RAF' O OUTLET TYP I ~ ~ ~ 1 - - ~ - _ L--I--- _
EACH SIDE OF PAD) r l rr r TC1F 0 _F
SEE DETAIL
DWI()rH
Ll
+ --
14
HIGH END OF PAD
} f rl rV — I nR Ad
Tp Jp -
F `.
—Ti--�- -INV .,a°� �
SLOPE DRAIN
! I INV = 103.85 f
FLUSH
1
TANKS J.=
(T)T}
Ir
+ BD LF OF 8" PVC DISCHARGE PIPES 0 fI
® 0. 50% (TYP) I
41:; 1r IJ INVERT = 103.10 (TYP)
BENCH MARK
: REBAR
I
a ` ELEV — 100.00 (ASSUMED)
1 t _ {104.531. TP
i I TP ( I
8" PVC DISCHARGE PIPES
INV 0 BLDG = 103.50 (TYP)
I
ill
\ f Tp �r
LOW END OF PAD SLOPE DRAIN �^•
--/ r + r 7,
ELEV — 105.60 � ! INV = 103.85 '�C.2
70 R`�'�f I_I
OB
+
RTY LINE SErBACK
...�_���+ T ^
PROPERTY LINE L — f
r r
INV le, 4
CONTROL PNT #5 63' ~�.r
REBAR -�_ h... N°
_ Tyr . {
N = 4642.5781 --.
E = 4309.6443
ELEV = 99.64
GRAPHIC SCALE
50 A 25 50 100
( IN FErl )
I inch = 50 ft.
CONTROL PNT #6
200 REBAR
N = 4583+ 3009
E = 4684.1537
ELEV = 99.74
SKINNER FARM
3 - 1224 FINISHERS
— t ,
Mit OFCRiP i i Ill
LEGEND
:f
EXISTING CONTOUR
50
FINISHED CONTOUR
84 PVC DISCHARGE PIPES
MINIMUM BUILDING / LAGOON
_
SETBACK LINE
-- •.- --
-+.- SWALE / DIVERSION
*r
4' X 8' CONC. BLOCK
SPLASH PAD
a
STAFF GAUGE
SOIL TEST PIT
PAD, LAGOON, OFFSET
STAKEOUT POINTS
OWNER:
MURPHY F AMILY FARMS
P.O. BOX 759
ROSE HILL., NC 28458
L (910) 289--2111

FARROWING
GRADE REFERENCE POINT
1S %ITTER SUBGRAOF
3600 BUILDING CROSS SECTIONS
[I FARROWING PAD SUSGRADE 1S 4- HIGHER
THAN PAD SUBGRADE FOR ALL, OTHER
BUILDINGS - SEE GRADINC PLAN
BREEDING
GRADE REFERENCE POINT
IS GUTTER SuB(,RADE
t083'� 1.250' 1.083 t-125'
—1,UCll?'
I , pg 3' I OOLl
III T�
I -----1 I A. I.
lit-
II- _-
" I
III4IIIIIl-1I
BETWEEN BIJILDINGS
GESTATION
GRADE RED PENCE P4?INt
/ Ir, rtyrrl-.k '�s,�rizAb�
, IM�1 000 1 083
,.=-.....a _ "f ..._ -w\. - - e..._i .r.. f � .. .�1. 'Y-_'�nFRi'4.�'� .. •.. :4. t. .. .. -. , !Yl.{.' .- r.
7 I �
-a i t' 1►..'.
4-6
i � I
I
--0"---�- 1'-2"� 2' a' -•-� 2' 3'-U" +---- —_ --- 8'-[;" — - — -
FINISHING
� - (,BADE pEf•ERI=F.C;{ !�oln+r
IS yU CTER 5119(rRACiE
� t SSW -- $ "' ---I 4'',8
i
r
� M URPHY�
FARMSINIC.
P. 0. BOX 759 R:`-�SE HILL.,
PHONE (910) 289 - 2111 NORTH CAROLINA -"8458
— — - 54 -. 4' - --- , - - --.
Wolf Sow Farm.
Building Cross Secti
ons
IM37'
40'.- CI -
BETWEEN SUILO iNGS
15 -
-- - 40'- 0'--
BETWI 511H_DINGS
BETWEEN BUILDINGS
1 04�U.
NURSERY
GRADE REFERENCE POINT
IS jUTTER 5MGRADE
2A f,
LEGEND -
POURED CONCRETE
GANG SLATS
TROUGHS
6" CONCRETE BLOCK
8" CONCRETE BLOCK
FILL MATERIAL
NOTES:
1. FINISHED GROUND SHOULD SLOPE AWAY FROM BUILDINGS AT
A SLOPE OF 2% OR GREATER TO MIDWAY BETWEEN THE BUILDINGS.
2. THE ELEVATIONS GIVEN ARE THE DISTANCES ABOVE SUGRADE ELEVATION.
®� DESCRIPTION
Fender County
DRAWN BY JHD
Moreh 29, 1996
CHECKED BY: JNT
SHEE i 6 OF 6
SCALE: none

l
.A I':
\
/X1
PLAN BENDS
f
f
1001,
T 4
- , JND, , T+_IP Pf ; 5
FAR'
IRP,IC:H WIDT1-1 i, f
4� l JNCR[ iE
} I
SECTION
DIMENSIONS
4
tBUFT1TRESS
L
F -.
4,
4'
j
- 4 ..
;
2 THRUST BLOCK
N.T.S.
PAD AND LOADOU T ROAD
r>i_AN TE
N. T.S.
fR��Nt:hl YVl()itI 11"
BUTTRESS DIMFNI SIOV
r --
CCr' rl. 1RI
01W h -N r I'r it I a
IN51r e • �.. .
SfAAiN
I
rilrlry+'
TT I nr !NEr' i f I�# - _f j 1 I jTT
aPPF.
t rTITI _�
r. 1 ?III
�I•-"ir a ., r _M - ! � �, •F i:l F- <.�,i.�h .I:.
P
MURPHY
—7
.....����TARMS INC.
P. o. Box 759 RO:t' HELL,
NORTH uAROLJNA 2,-',$58
mmmmmmmmmmmo
LINER/DIKE CROSS SECTION
N.T.S.
Wolf Sow Farm
General Details
N-i
T [
I }—I
!tf: vlt E.
ESA!)
HA!.'r. EXTENL,
4 .!
rat -
CU' 1-iH[ T' )f
L
X-1FNi_,'
P,
V,,1NiMi.'IA , r.
I r''I­` "L,I
L,, _ a r. AR ,
.0Y, ,'.1 a,HAN,. , . A ,1{'Ali
C
'Utvfit _ r
F.A,,i1iI EL ,M,-i L'I kr dt ij WI r
ANC' tmlun<TfI' `
_ r
�I • N,rl,l. I�
F Lt VI PFPF 1,14 ALL it Ir'll
•:�� MAk�;f 1
t�
i133. `I 3" MIS,
SCOUR PROTECTION DEVICES
N.T.S,
REVIISrONS
MK DATE DE:aCFr'if T 10N
GRADE REFERENCE POINT
10W END OF PAD (SUBGRADF)
I
t y F': u+ "J'ADF. X* Oc DIA:F.
SEr TOP Of PVC CAP AT
1 yy 4 DH (: I TOP OF COKE ELEVAT*N
4 NL�=,
'V(' PIPE DRILLED AND-
Vr fNTC1 3' s'If-E
PA1N r RELY1.80,
—I I I_I I I----.- }" PV(' PIPE1 START PUMP
f_- trYPr
-1 I lI I kI I I I I ICI I !_ STOP PUMP
BAG} FILL AROUND STAFF GAUGE
---I I N I I__-_k I I
WITH BENTONITE .AND COMPACT
18- BUW! DLPN MIN
4 IIII ��jj I
5 � STAFF GAUGE
5 J N.T.S.
3
— COMPACTED GRANULAR BACKFILL
MATMAL , o' MIN
Ed I 1=_1 I
vvvvvvvvvvv I�III,; lk;
v7vvvvvvvvv—f�l---
v v C7 57� � Q Q 0 _�— b- DIAMETER S" COVERED
/ P[Pr)RATED PLASTIC Pip{
. - .. v V v.Y� f Y
v vv
v v BACI(PLL MATERIAL AROUND PIPE
v v . v — SHALL BE A COARSE SAND OATH
S� LESS THM 5% PASSkNC j2D0
V v \ `�� i --I I SIEVE AND SMALL BE COMPACTED
_ TO 95L OF STANOAAD PROCrC)R
? v v v v Q v_ I I I MAXIMUM DRY DENSITI
SUBSURFACE DRAIN PIPE
N. T,S..
Fender
County
DRAWN BY: JHD
Mvrc h
2.9. 1996
Gmt CKED BY: JNT
�:;Ht_ E T
5 t1r �:
SCfaL�_ . none
14905
�d
U

/ — EXISTINu 6" IRRIGATION
/ UAIN (rRFcH WA'TF'R)
E
LEGEND
W W
CONC. THRUST BLOCK
STAFF GAUGE
4' X 8' SPLASH PAD
8" PVC DISCHARGE PIPES
PROPOSED WATER MAIN
EXISTING WATER MAIN
STORM DRAINAGE
MURPHY k
■■■■ ALARMS INC.
P, p. BOX 759 ROE HILL,
PHpNF (910) 289 ; ' 11 NORTH CAROLINA 2P458
95 LF CMP
STORM DRAIN
OUTLET INV = 95.64 0.60% SLOPE
85 LF 8" PVC DISCHARGE PIPE `S4
® 0.47% SLOPE (TYP OF 3) 4X4
INV 0 BLDG = 100.00
. , — , . ,,. ., .. TOO
-z; -J LI VIYII
STORM DRAIN 0
0.50% SLOPE -+-
��5
OUTLET INV = 96.50 —
�- W W
GRAPHIC SCALE
25 50 k N3 LOO
( iN FEET ►
11 ft
Wolf
Site
TOP EL = 99.77
INV EL=96.98
Sow Far-m--
Utility Plan
itrc�i�t I I EXISTING 6" IRRIGATION
MAIN (FRESH WATER)
tj ...,..L.. ■.Leal.. �. �.� � � � wwlr wrrr�
I
NOTE:
FLUSH TANKS (TYP.) 1. THE EXISTING IRRIGATION MAIN SHALL BE
REROUTED AROUND THE SITE AS SHOWN,
AND WILL BE USED AS FRESH WATER
FEED TANK PAD Gyp) SUPPLY FOR THE FARM.
2. THE NEW WATER MAIN SHALL BE OF THE
SAME SIZE, PIPE TYPE AND CLASS AS THE
EXISTING PIPE AND SHALL HAVE THRUST
BLOCKS PLACED AT ALL BENDS AS SHOWN.
THE THRUST BLOCK SIZE SHALL BE IN ACC-
ORDANCE WITH THE DETAILS ON SHEET 5.
3 THE NEW WATER MAIN SHALL BE LAID AT
A BURY DEPTH OF AT LEAST 3 FEET. TRENCH
BACKFILL SHALL BE THOROUGHLY COMPACTED.
Fender
County
DRAWN BY: JHD
March
29, 19.96
CHECKED 13Y. JNT
SHEET
4 OF 6
SCALE: 1 " = 50'

s,.
Vr
TILE INV = 96.35
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRJD
TOTAL EXCAVATION 89422 CY ** EXCAVATED CLAY 4294 CY
PAD AND DIKE FILL 77BBI CY * REQ'D FOR LINER 4294 CY
NET 11541 CY CLAY WASTE 0 CY
SUITABLE FOR LINER 4294 CY
WASTE 7247 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 18 % AND CLAY
VOLUMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION.
** TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
L AY l...INER AND CLAY CORE TRENCH.
6" PERFORATED CORRUGATED PLASTIC -
SUBSURFACE DRAIN TILE WITH FILTER
SOCK (TYP.) PIPE SHALL BE INSTALLED
AT INVERTS AND SLOPES AS SHOWN.
APPROX, 2700 L_F REQ'D. FOR THIS SITE.
,
TILE INV = 95.90
t.)--- 5 ,t TILE INV = 96.00
0
p
CONTROL PNT # 652
BURIED REBAR
N = 2337.9175
E _-1737.0777
ELEV. = 99.61
�- 3
I
i
I
I
TOR OF DIKE —�
WIDTH = 1 2.00`
f
f�
N
Q
a.
a a
Do]
cr
rD
0
to
00
' CLEAN OUT EXISTING DITCHES TO REMOVE
, ANY BLOCKAGES OUT TO MAIN CANAL TO NORTH
TILE INV = 96.80
o� (HIGH POINT) TILE INV 95.90 {--
rn TILE SLOPE 0 0.40% TILE SLOPE 0 0.40% TILE INV = 96.00
rn
100
AV
1
THE EXISTING DRAINAGE DITCHES SHALL BE
CLEANED OI T GRUBBING OF ALL STUMPS,
ROOTS, AND OR ANIC MATTER PRIOR TO
GRADING. BEFORE BACKFILLING THE DITCHES
AS SHOWN, ALL WATER SHALL BE DRAINED
OUT, AND ANY SOFT, SLUSHY OR OTHERWISE
UNSTABLE MATERIAL SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER. FILL LIFTS
SHALL NOT EXCEED 12 INCHES THICK AND
SHALL BE THOROUGHLY COMPACTED PRIOR
-- CONTROL PNT # 668
TO PLACING NEXT LIFT. THE DITCHES SHALL
BURIED REBAR
BE COMPLETELY FILLED TO NATURAL GROUND
N = 1945.8864
OUT TO 50' BEYOND ANY FILL SLOPE. DITCHES
E =--1789.1084
UNDER DIKES SHALL BE FILLED WITH CLAY FROM
ELEV. = 99.62
THE INSIDE SLOPE TO 10' BEYOND THE OUTSIDE
TOE. ALL OTHER DITCHES MAY BE FILLED WITH
COMMON EARTH.
EXISTING IRRIGATION RISER (TYP.)
EXISTING UNDERGROUND IRRIGATION MAIN (FRESH WATER)
r� mwwm� r� , � @� � � � � � I
THE UNDERGROUND IRRIGATION MAIN SHALL BE REMOVED TO
50' BEYOND LAGOON DIKE TOE ON THE WEST AN.D PAD FILL
ON THE EAST. THE GRADING MANAGER SHALL COORDINATE
THIS WITH THE LAND AND NUTRIENT MGMT DEPT. TO SALVAGE
ANY REUSABLE MATERIAL. SEE SHEET 4 OF 6 FOR FURTHER
INFORMATION.
CONTROL PNT # 679
BURIED REBAR
N = 1684.3076
E =-1823.4876
r1 ri 9 11•^1 --r f%
Ewl
,1
hjI
Z
X
CONTROL PNT # 446
BURIED REBAR
N = 2293.5703
E _-1156.5909
ELEV. = 98.59
TILE INV = 96.26
' F 4
IN
N
N
0
lu-)
b1
C'4
ca
0
ui
PC,
ul
�
I

TIE STORM DRAIN INTO
EXISTING DITCH '"'->
t),
GENERAL NOTES: INV = 95.64
, 0)
1 ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-- _ F
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.--
�... O
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM o 14 .-P, 1
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS. P- 3 F. 4
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST BE
REMOVED.
THE !N AT1dN DONE Y MURPHY FARMS INDICATES 1 Q1.40 �J ' HIGH END OF PAD
3 E SOILS VESTIG D N B U D CATES \-- LOW END OF PAD SUBGRADE EL = 107.08
SUITABLE MATERIAL FOR USE AS A LINER IN THE: PROPOSED LAGOON SUBGRADE EL = 10 .77 #
AREA NEAR THE PROPOSED BOTTOM. THE SIDE SLOPES SHALL BE ! 1 Q
UNDERCUT FOR A 1.5' THICK LINER AND A CORE TRENCH INTO 4Q HIGH END OF PAD
102.
EXISTING CLAY IS REQ'D. IN THE BOTTOM. THE LINER AND CORE NREGARDINGSUBGRADE EL = 107.9u
TRENCH MATERIAL SHALL BE COMPACTED TO 95% OF THE STANDARD 1 SEE OTE ON SHEET 3 100
PROCTOR MAXIMUM DRY DENSITY. ANY SUITABLE MATERIAL EXCAVATED FILLING EXISTING DITCHES !
SHALL BE STOCKPILED AND USED FOR THE LINER. SUITABLE MATERIAL I . { GRADE
WILL RIBBON OUT A MINIMUM OF ONE INCH BETWEEN THE THUMB AND f
INDEX FINGER THE MURPHY FARMS ENGINEERING DEPT. MUST APPROVE I - -- - 420.50` BUILDING PAD LENGTH 2.0%
LINER MATERIAL PRIOR TO PLACEMENT. SEE LINER DETAIL ON SHEET 0
2. 100 LF 24" CMP CULVERT BOLTED
STEEL, RUBBER GASKETI=D, WATER
4. THE LAGOON IS BEING PLACED IN A WET AREA. IT IS IMPERATIVE THAT a -- - 475.50' OVERALL PAD LENGTH - TIGHT CONNECTOR BANDS SHALL
THE CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE r 1 C0 BE USED. CLEAN OUT DEBRIS AND
PROJECT AND MAINTAIN IT UNTIL ALi GRADING IS COMPLETED y LAY PIPE AT EXIST. DITCH BOTTOM.
�.. I p z
5 THE GROWER IS STRONGLY ADVISED TO CHARGE THE LAGOON WITH AS
TER t �_� © � ©
TO THE LEVEL OF EXISTING GRADE OUTSIDE THE LAGOON AS SOON S
THE LINER IS COMPLETE. THIS IS IMPORTANT TO GUARD AGAINST � � // p
SLOUGHING OF THE LINER MATER;AL. l
6. ALL FILL MATERIAL PLACID ON THE BUILDING PAD AND LAGOON DIKE I I r w
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY 00
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A �' 1 N 00 o O p p
SHEEPSFOOT ROLLER. o n I n
�-o
{?
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT FLUSH EXISTING IRRIGATION RISER 1.5%
GUTTER SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE f ' SLOPE
II
POINT. 1 -j
w r
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3.1 UNLESS p
OTHERWISE NOTED ON PLAN. Z <
9. THE. LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AND # 1 EXISTING UNDERGROUND IRRIGATION MAIN (FRESH WATER) � I < Of
HII
MULCHED DOWN TO THE LAGOON BOTTOM, OR TO THE WATER LEVEL IF p d- -
'
CHARGED, BEFORE THE LAGOON CONSTRUCTION CAN BE CERTIFIED. w Uj
f [�o
10. THE CONCRETE BLOCK SPLASH PADS OR OTHER APPROVED SCOUR i (.� - - - ---- -- - - - - -- - - - z j
PROTECTION DEVICES SHALL BE INSTALLED AT THE DISCHARGE PIPES L-
BEFORE LAGOON CONSTRUCTION CAN BE CERTIFIED. 40 SEE SHEET 3 OF 6 AND 4 OF 6
f ' _ _ --- - - _ --- - ,, - o) FOR NOTES REGARDING EXISTING
11. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF EXISTING IRRIGATION RISER (TYP.) 1 - �'� - o) IRRIGATION MAIN
100' FROM THE CLOSEST POINT OF THE LAGOON-
; I
12. THE STAFF GAUGE SHALL. BE FABRICATED AS SHOWN ON SHEET 5 OF 6
AND WILL BE INSTALLED BY MURPHY FARMS PERSONNEL BEFORE LAGOON - LOW END OF FARROWING PAD EXISTING IRRIGATION RISER
CONSTRUCTION IS CERTIFIED. SEE SHEET 3 OF 6 FOR REQUIREMENTS p SUBGRADE EL 101.10
FOR Fit -LING DITCHES `-
I
z
- --- - - - 0 - 420, 50' FARROWING PAD LENGTH ----- -- HIGH END OF FARROWING PAD
SEEDING NOTES: 0 ? SUBGRADE EL = 107.41
I �o �© _
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS � r � 3 � X
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS � o 0
INCLUDES INSIDE SLOPES OF THE LAGOON- Cn 0 p s o
o<T.
z
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE x i^ z
z
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN. f w I F-
3. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH 1 ,
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A f {
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH
A MULCH ANCHORING TOOL OR NETTING_ '
I-: _. E
SOIL AMENDMENT'S: ! rn
t1E7f1n I R(; (1F in -in -in FFRrif 47FR tannn IRS/Af`Ri•1
22 TONS OF DOLOMITIC LIME (2 TONS/ACRE) ' I co 0
1100 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) S.G. I o 20'
SEEDING SCHEDULE: 102.40 ELEV. OFFICE
fi3 HIGH END' OF PAD----,
-�� C SUBGRADE EL = 107.08
660 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)-MAR 15 TO JUNE 15 LOW ND OF PAD HIGH END OF PAD
88 LBS Of HULLED COMMON BERMUDA GRASS (B LBS/ACRE)-APR 1 - JULY 31 SUBGRADE EL 100.77 SUBGRADE EL = 107.90
TOTAL AREA TO BE SEEDED AND MULCHED = 11 ACRES (APPROX) x o 0
101.40 ~` C? o -- 14 6. 76.92'
LGLN Q -
q o-s-
1 f-� -1 10
X L F.. , I 1 � - F ,3
--- ---- - - ya ----- --- --- EXISTING CONTOUR
�.^ rn
FINISHED CONTOUR o 107 CONTROL P N T # 1
'r
8" PVC DISCHARGE PIPES 0-1 0- 1 t) BURIED REBAR
os N = 109 2.06 46
MINIMUM BUILDING / LAGOON `r _.._ F _ I
SETBACK LINE 1 Q5 E -= - 289.0101
CONTROL PNT # 212 P -20 R--1 ' ELEV. = 99.08
----,•._--- --- SWALE / DIVERSION GRAPHIC SCALE BURIED REBAR
SOIL TEST PIT TIE STORM DRAIN INTO N = 1162.4177
_ EXISTING DITCH E = -861 .1329
Pi, .., LI, 01, ... PAD, LAGOON, OFFSET ( IN FT ET � INV - 96.50 0-14 .
STAKEOUT POINTS a inch = yin ft f ELEV. = 98.75 7 0)� I � 5.00'
o) R-ids 102
� M URPHY�
WARMSL x INC.
P. 0, 13OX 759 ROSE H/1 L,
PHONE . (914) 289 - 2111 NORTH CAROLINA 28458
Wolf Sow Farm
Building Pad Grading
wl�
Plan
Ponder
County
DRA WN 8Y: JHD
March
29, 1996
CHECKED BY.- JNT
SHEE T
2 OP 6
SCALE: 1" = 4C'
'' .i LU
14Q13

I
a,
CONTROL PNT # 652
BURIED REBAR
N = 233 7.91 75
F 1737.0777
ELEV. = 99.61
CONTROL PNT # 446
BURIED REBAR
N = 2293.5703
F = - i viiR mono
EXISTINC IRRIGATION RISER
� ,�� EXISTING UNOERGOOtJN
1
MAIN (FRESyWAT.EF?)EXIS17NG I",TIONRfS
+r7 V'
BRE
-n � -r°f� f
�, f`nk;Dnl DKIT au Jai7o
�� r! BURIED REBAR
N = 1684.3076
E __-1823.4878
ELEV. = 99.70
AR OWNG i
1 OP OF DIKE = 101.40 � fr
FINISHED BOTTOM ELE - 91.40
caF/Ar
ref O
j
N
HER
r N 0 I
•� _.".. sip Lai
I Eh
PA
T -..`CK F!?[JW pR -�
1'ERTY SINE
CONTROL PNT # 694 -
BURIED REBAR -� �--.
N = 1299.6114 CONTROL PNT # .50b - ph�()PER y �
I E ---18 75. 7061 BURIED RLB AR JF ! FYI,-, co
LEGEND
ELEV. - 99.27 N 1236.8045 `---===—
E-1418.62-17 °
ELEV. w. 98,83
--�
s E "STING CONTOUR ",ONTROL PNT # 212 —
_..._ FINISHED CGNTQLIR BURIED REBAR
I µ-
MINIMUM BUILDING / ;-;,GOON N 1162.4177
E _- 861.1329
E IBAc�k l INS- -
ELEV. ~- 98.75
r► i �""7 �,1 �'1C
MURP11 -y�
WARMS- 1NC.
Wolf �� o w
1-6 IT I
pI <u�
Q
,J
CONTROL PNT # 253
J BURIED REBAR
N = 2187.4717
E _-639.0491
UK LjA T of 5C'R1PT1 T4
0
» +; CONTROL PNT # 45
BURIED REBAR
N = 2083.5160
E =-119.6160
ELEV. = 99.50
r
w
� rn
�D.
w
z
1p2 fit"
1O1 "a
10
z
c�
r. r
O
Cb
EXISTING IRRIGATION RISER
w
CONTROL PNT # 3
BURIED REBAR
N = 1581.1583 "
E =-204.9792
ELEV. = 99.85
— 14' MINIMUM ROAD WIDTH
CONTROL. PNT # 1
BURIED REBAR
N = 1092,0646
E _ --289.0101
-,EL L.Y. - 999.08
OWNER:
MURPHY FAMILY FARMS
P. 0. BOX 759
ROSE HILL, NC 28458
[phone]
Pender County
DRAWN BY. JHD
March -99, 1996
CHECKEL) BY: AT
SHFF- T 1 ff- 6
SCALE- • 1 " = 60 '
4*' lk� 01r
14995
I
0

FARROWING
3600 BUILDING CROSS SECTIONS
A. i !LS41401 rI� �,�4
FT
T i
L
BREEDING
;I; ARIT!"
7-1
7 ­1 T 7
fm T
NURSERY
f, f IF . : V I
7� Al 77T
LEGEN D
GESTATION
T
.1 T T� -_IY
1,T I '17�1-_ ��i,
L�3
7 Li.-'-
I r
FINISHING
7 T z�-
-7
L
L1 1,
F-
�117UKPHY�,
FARMSIN(.1.
0. BOX 759 ROSF HILI.,
'100) 289 )I`) I ` 4 1 AROLINA 2�45`�
4 `'1 _M/ �>
.Sow Farm
Buildili�
I F1NJ'1-_SH["D GROUND SHOULD (A-UPE AWAY FROM
A OF 2% OR uRLA_I­Ek� J-0 MIDWAY BL'_1_VVL�__N 1HL BUIj,-LAN
�,.',A T I r\,�
F�l APF THE r- "'N' iA� 171 THI FLFVATION
k; IN. I r
r
A CAN

u
PAD AND LOADOUT ROAD
NA.
16 *".a
! I/l -j7 z I
- },I _,. f VJ! I I .',f2 A,I'Ir f• N 'F{}L.F i'' ' ,
r
• `7II IIc
26- MINIM, UM REQUIRED FARM ROAD 2b MINIMUM ENTRANCE RFOUIREMENTS--
N. T. S. N.T.S.
I I!:r ti 1 i
I I ro} ,:r UFA
I--- -- - --- �— - --� —�
- I �
1 LIj1�
T iF
j
- ,�•11.1 r• i �, 1,.�., .i,11J .�. �IJ ,- �., j ILi � _r. F-'—�11� III i �.Il l.i �.,I
n.' I r. v d -I
,V .-
•GAF r -' ., „ .,..,., ,
3
5
LINER/DIKE CROSS SECTION,
N.T.S.
MURPHI'�-
P. C 00)( 759 RO'->E
NN(,1NC : (91 a) 289 -- 2111 NOR T14 CAR00NA 1,1�458
o Tv
rlera I
i'.,1 I N' �l 11 1 1' -' i
De ta Is
i
I
-ft-
M1
r.� N[
I-X. ! F. N1' f1 fiA!N
I ( r4
I
4 S" C 0 U P R 0 TEC"' TI 0 N DEVICES
5 N . T. S.
r RE
1!1
r.,K L'A TT U SCR1Py70!
r
TOP Of' 111KE 1,f I(;P i'rt iuh I t I.I vp i 1
Ff71I 3/4 UV( PIF'i {+OUED AIAr—
;j,l IFi fI IM rn i" I'IF'f- ��
kll�kkf=l!I�II!= �_
IANI I WAIF', rI •{
I
! [ I I I --- � I I ^-•— ! � �__. I y'I . ; !r .p•. f,1 r�.� r•r "+F i I .• •As, r. ' '
� 1
I
5 STAFF GAUGE
5 zl N.T.S.
77
# V V V V V V V V V V •;7 `t
J -v V
a
V t
6 SUBSURFACE DRAIN PIPE
5 ) N. T. S.
fender
DRAVVN BY:
Mar _ , 1 + �
�;rlt Gr E0 f� =,:

LE Ll
� I �— !�" PVC DISC.HA RGL PIPFS
4 ONC F-31-CA-l'k
��-IPLASH PAD
7 A F- .'F A.
Hvl.fl H
PA
0 b b % SILOPF
N'�
(T,yp (,)F- 3)
80 J 8" Plv?c
AT I f
AT R L )'G, 101.93
PI PE 0 4 L u L
ll(M.50 f r'y P
0
N V 1, T t A,'_'7 0 N
7 T-3
N'; I D
0
rn ATIO
c) 0
u
j
rF -n F IANK PAS TYP) —
BpCcD�NG
. . .. ........
I Llj�H IANKS w\j
20'
C) W
cy)
R R
EN.(;TH (TO
.. . .. . .. . .. . . .. . .. .. .. . .. . .. . .. . .. . .. . .. . .. .
7-
LT-
..........
V S�i
-IN
�l LA
A -
NU
I.
inch 50
Y'W

X.
LEGEND
'>O FXISTING CONT(MR
SO FINISHIFOL CONT(.)!,.)P
8" PVC DiSC'HARGE PIPES
MINIMUM BUILDING2 / LAGOON
SF '113A""K i-INE
SWALE ./ DIVERSION
5011- TFI-;T PIT
=AD, LAGOON, OFFSEi
STAKEOUT POINTS
F
SHFJ--j
(',F-
GENFRAL
AND
F . F
CLEAN 003 10 9`�'
FROM THIS INTERSECTIOhl NOPTHFAST
M Mir"_ POiN-f A i MN10-! EVS1INC
INVERT FOUALS THIS FI F', ATION
(.110INHIR011� P01IN #r
L 4
N 3'.102.778�`
0 3
P JE NV 9 6. 5
06
'hLf
GRAPHIC SCALE
�i cs Im !k i �V'zoo
IN FE E?
T) T
BO�' 759 i;()St- FVtL
(glo) NOIThCAkOLINA 284,8
CONTROL PC'["'o-l.. 7
PER Ap
N 4482.1 .16
ooe
....................... .
..................... .
AN tj I rl �x L I- N, C
ill'.F INV 96.34
4;?1 1�'�+rrri
1����'()t)11
pi
9
-flL-L iNVER'l 9 6.3 2
oin TILE MERT 9'7.4.')--\
101.3
023
IP
22
it
'u
03" PERFORATED CORRUGATED PLASTIC
SUBSURFACE
N D P A I T! .1. E I WTH FILTER SOCK (I'Y`P/-
PIPE
SHALI. BE INSTALLED AT INVFRI'S AND
SLOPES
Mq1M ----
AS SHOWN, APPROXIMATELY 2600 LF
REQ'D
FOR THIS SITE
Ll 0 2 Y
0
z
LIJ
z

r
;7
I
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. ANY HEA'�",' VEGEIA TION 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 FNCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST BE
REMOVED.
3. THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES
SUITABLE MATERIAL FOR USE. AS A LINER IN THE PROPOSED LAGOON
AREA NEAR THE PROPOSED BOTTOM. THE SIDE SLOPES SHALL. FI
UNDERCUT FOR A 1.5' THiCK LINER AND A CORE TRENCH INTO
EXISTING CLAY IS REQ'D, IN THE BOTTOM. THE LINER AND CORE
TRENCH MATERIAL SHALL BE COMPACTED TO 95% OF THE" STANDARD
PROCTOR MAXIMUM DRY DENSITY. ANY SUITABLE MATERIAL EXCAVATED
SHALL BE STOCKPILED AND USED FOR THE LINER. SUITABLE MATERIAL
WILL RIBBON OUT A MINIMUM OF' ONE INCH BETWEEN THE THUMB AND
INDEX FINGER. THEin
/ MURPHY FARMS ENGINEERING DEPT. MUST APPROVE
MA TER;Al- PRIOR T; PLACLML.NI T. ,LE_ LINER OF TAIL trry !LF
2.
4. THE LAGOON IS BEING PLACED IN A WET AREA. IT IS IMPERATIVF
THAT THE CON TRAG FOR INSTALL DRAINAGE MEASURES AT THE
START OF THE PR0JFC:T AND MAINTAIN IT UN rlL AL!- GRADING
IS COMPLETED.
5. THE GROWER IS STRONGLY ADVISED TO CHARGE THE LAGOON WITH WATER
TO THIN LEVEL OF _ Zo IN GRADE OUTSIDE FHE LAGOON AS SOON A5
THE LINER IS COMPLETE. THIS IS IMPORTANT TO GUARD AGAINST
SLOUGHING OF THE UNE.R MATERIAL..
b. ALL FILL. MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKL
SHALL F3F COMPAC:TI=Ip TO 95% OF THE STANDARD PROCTOR ►,,IAXIV(JV DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE 1MTH A
SHE.EPSFOOT ROL.LE H:
i. BUILDING PAD ELEVATIONS SHOWN 014 THIS FLAN REPRE SENI Fi-U".;II
GUTTER SURGRADE. SEE PAn CROSS SECTIONS FOR GRADE. REFERENCE
POINI
8, BUILDING PAL) AND LAGOON DIKE. SIDE SLOPES ARL 3; 1 UNLESS
OTHERWISE NOTED CAN PLAN.
9. THE LAGOON DIKE AND SIDE SLOPES MUST HL T f-RTIL.I�; D, Sir- DFC' ANEW
MULCHED DOWN TO THE LAGOON BOTTOM, OR TO THE WATER LEVE-L IF -
CHARGED, BEFORE ll-[ i_AGOON CONSTRUCTION CAN BE CERTIFIED.
10. THE CONCRETE BLOCK SPLASH DADS OR OTHER APPROVLD SCOUR
PROTECTION DEVICES SHALL BF INSTALLFD AT THE DISCHARGE PIPFS
BEFORE LAGOON CONS-IRUCTION CAN BE CFRTIFIEO
1I ANY WATER SUPPLY WFU S PLACED ON THE SITE MUST BF A MINIMUM OF
i J r.,,�f HI. ',AGOON.
rHL SIAFI: LUAU,-`E SHALL DE F ABktu iE:a AS 5�1uWN ON SHEE r 5 Gr n
AND )ML.I_ BF INSTAL:._ED BY MURPHY FARMS PFRSONNLI.. 0(Fo RF LAGOON
CONSTRUCTION IS CER111FILD.
Sti-DING i�;)TeS:
1. ALL DISTURBED AREAS SHALL BE .SEEDED, Ff..k TILIlZLD ANL) Mut.f-HLD A.5
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED THIS
INCLUDES INSIDE SLOPES Of THE LAGOON.
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WAIT-R DIVLRSIONS AND SHAPING ?;); FINAL GRADEPLAIN'
3. APPLY LIML AND FERTILIZER MEN DISK I() f.jRtPARE A 3 TO 4 &4CH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDREn WITH A
CULTIPACKLR OR SIMILAR EQUIPMENT APPLY MULCH AND SECURE Wi TH
A MULCH ANCHORING TOOL OR NETTING.
SOIL AMENDMENTS
11000 LBS OF 10 -10- 10 F FRTl,0 ZER l 10()o I BS/A cRF 1
22 rONS OF DOLOMITIC LiML (2 rONS/AUNQ
1100 HALES OF SMALL GRAIN STRAW (100 BAi.ES/ArR* j
"1
TRUCK
j I kty GSiOUNf)
ARE 4
N rU�A a 4 Z
A
�- [ HIGH F N) OF PAD
108 ter_ SUBURADE. EL -~= 109.50
Z
p 4
011 � IGH FND OF BI-f c
f 0B--RADF EL jo&6€3 c
L_ LOW END F PAL)
90
4 i 14 o s ri
O�
CON TROL ;PORN 1 #e
B r. R ! I f
I
1
HI H FND OV FAR WING
�G `_sUt3E�I�A(�t C_L = 1 C39.U1
1 �
rya �. ', -- LOW ENf' O FAF?ROIWIRIC
i FAU Dt— EL 10) 1tlLF
4 1
}l iZOURCRADW108 68FPG
II `, 1
{ F/n s
L.LCENu
-,, F,:ISTINtG CON TC)OR
- - a ---- FINISHED CONTOUR
{ SOIL TEST P! T
PAD, LA(',00N, OFFSET
STAKEOUT POINTS
r l 1E L Xi :')'1;NG DRAINAGE. DI TCHE ' SHALL i3y-
�yT7UAAINCI ��II_ TLJMT';, W -1F�
' AND OF GW,I1i: MATTER PRIOR TO GRADING.B FORE
Cy%�CKF ILL-,ivv i Ht DITCI-IE� H'j �I�UwI ALL IHH , �[�
H A!' RE ikAiNc i C)t_TT, AND ANY `)OFT,;i uSH'r
)R OTHERWISE (NSTABLF. MATERIAL. SHALL_ BE
IlifVIl`3'r'r-il �': iilG?F c� 71'i-, PY Tur r mf. ;kir-r.-Mi ,.;,
NOT EXC;FED 12 INCHI-S THICK ANi5
Qw A! I IMF TLJlIpni irN-wI Y C nLAP AP Trn PIPV)p Tr)
:L

t
Fl = 100.39
V-') lir Ir 1r
246
RW 5 INC.
p (910)' 289 ? M-)PTP CAHOLINA
I P H i
T$;3
C". h
2�
sERY'
NU
TPt2
CONTROL P(ANT#1
"N
V
Il '�355. ' 'J767
l>E 4258-4939
Lt., 100.64
Overall Plan
"%POP
1 4 MlNlki(jM POA0
// MINNUM F OAD S'IANOAR!�
VV 1\1
fl c7