820317_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Quaff

1
>y Technic a[ Specialist Certification'
j, As a technical specialist designated by the North Carolina Sail and Water Conservation Commission pursuant to ISA
NCAC 6F .0005, 1 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 (MRCS) and/or (lie 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, S1, %VUP, RC,I) the technical specialist should only certify parts.for which they are technically competen(,
II. Certifintioii of Design 4_�i � V
A) Collection, Slorace, Treatment System JtJld t i 177�
Chc he appropriate box
( Existing facility without retrofit (SD or WUP) SECTION
Storage volume is adequate for operation capacity; storage capability consislentYwi{h_�ua �e.�r�tl a tSgq.r, nients.
(} New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systerns, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print) A.6
Affiliation: 4�'A
Date Wo& Completed.-
Address(Agency) p. '� o t�tlC1 S f�. C . Z�'f �-`
Phone No: a _ 5 -3"L -- q q �
Signature:X-A
Date: _ S$
$) Land Application Site (WUP)
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Teclinicai Specialist (Please Print):
14
Affiliation: r �,� s
Date ark Completed: o
Address (Agency): -pL)` -�
�l
C 2"�YPhone No: Sjd_ S-,5-L_
Signature:
Date: to e
4L Q - e
C
C) Runoff Controls from Exterior Lots
Check approprirrre boar
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 nun off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by.NRCS.
Nance of 'reciinical Specialist (Please Print):
AG A
Affiliation: r•
Date Work Completed:
Address (Agency):
Phone No.: S(e _ S 1,-t_ '4 ri-k_
Signature:
Date:
AWC -- August t, 1997

Technical!Specialist' Certification'
As a technical specialist designated by the North'Carolina Soil and Water Conservation Commission pursuant to ISA
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 NCA(t 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in. the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
II, Certification of Design
A) Collection, Storage. Treatment System
P0*11Existing
a appropriate box
facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
O New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
Affiliation: �1 :FATt-+thS Date WA Completed:
Address(Agency) 0, ZD't'•'f"� Phone No:
Signature: Date:
B) Land Application SitelWZTP]
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation: r F�►,t.�s Date ork Completed: �� 6,
Address (Agency): J` - l Phone No: S,b_ S.52_ qrj -L
Signature: Date: 4/ _ � d
C) Runoff Controls from Exterior Lots
Check appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does -not contain any exterior lots. -
O Facility with exterior lots (RC)
Methods to nunimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Natne of Technical Specialist (Please Print): Gq
Affiliation: Date Work Completed:
Address (Agency): Phone No.: S10 ^ 5'ti—�{r1ti-
Signature:
_ .- - . _ Date:
AWC -- August 1, 1997

D) HandliriEguipment
Check the appropriate box
{ } Existing or expanding facility with existing waste application Nuipment (WUP or I)
Animal waste application equipment specified in the plan has b`en either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
{) New expanded, or existing facility without existing waste application Nuipment for spray irrigation
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
New.exnanded.or existine facility without exisnnt7 waste application equipment for land spreadini, not usiriv spray
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print):
,ate 64G
Affiliation: JU >✓ t t
Date Work Completed:$-
Address(Agency): $�
Phone No: `
Signature:
Date:
E) Odor Contra Insect Contro)._Mortal ity-ATariagement And Emergency Action Plan (SD.SI,WUP.RC.or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a hiortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): l9a
Affiliation: j ' Date ork Completed: — a
Address (Agency): 0
�s C Z3i Phone No.:5j,5
Signature:
Date:
F) Written Notice or -New or Ex ndinv Swine Farm
The following signature b! ck is only to be used for new or expanding swine farms that begin constniction after June
21, 1996. If the facility was built before June2l, 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 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner) -
Signature: Date:
AWC -- August 1, 1997

f
• iA41•r'i11,„u�1a43 ..l ..0 f 1 � ..f .k. _ ��, _�• - ..
IIz. S Cert>Ificat>!on of Installatl0
A) Collection tormCe'Tre" finen_t"In�fallation T '`
New, expanded or retrofitted facility, (5I)
Animal waste storage and treatment structures such as but not'limited to Iagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification'is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed -
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
{) Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the prolsosed cover crop is appropriate for
compliance with the waste utilization plan.
O 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): 7�L
G 9
Affiliation: -• Date Wok Completed:
Address(Agency): poi 44� Z�� Phone No.:
Signature: Date:
This following signature block is I only to be used when the box for conditional approval in UB above has been checked.
I (we) certify that I (we) have committed to establish 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) reaiize'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 Lend Owner:
Signature: , Date:
Name of Manger or different from owner):
Signature: Date:
AWC - August 1, 1997 4

dp
'Fp6i'lity with ' e to or ots
., Methods to minimiza the run off of pollutants from lounging and heavy use arras have been installed as specified
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date: .
D) Application And Handling Equipment IWtallgtion (WUP or I)
Check the appropriate block
(� Animal waste application and handling equipment specified in the plan is on site And ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
{ } Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by . (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be Iand applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
IName of Technical Specialist (Please Print):
Afflliation:,,,4,,t Aliy 7; t f_ .v .L��.-.'._ r. �a Al Date Work Completed: f
Address(Agency): r 0 t � 'I- ' �, ` Phone No.:
Signatur%� / ` � 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
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of.Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Contml and Mortality Manarnmrnt (.RD.ST-WTJP.RC orl)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the PIan has also been installed and is operational.
Name of Technical Specialist (Please Print):
r
Affiliation:
Date ivork Completed:
Address {Agency} �� -lIS�
.TAT
2�� Phone No.: 5��_. 5bt
Signature:
'JLty
Date: f4-3-5� . Fs -:..
A WC -- August 1, 1997

y
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
\IEM0RANDUN1
TO: Regional Water Quality Supervisor
FROM: Shannon Langley
V
1 �
1000�% OWN
NCDENR
ENVIRONMENT AND NATURAL RF-scURc=s
RECE V ED
K+nR 2 0 1998
FAYETTEVILLE
REG. OFFICE
SUBJECT: Application for special agreement
Please find attached a copy of application for special agreement for facility number 43S— 30
If you have any questions, please call me at 733-5083, ext. 581.
ATTACHMENT
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycied/10% post -consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
APPLICATION FOR A SPECIAL AGREEMENT
(INFORMATION I2EQJ]BEJ) FOR ANIMAL OPERATIONS REQUESTING A SPECIAL AGREEMENT)
I. GENERAL INFORMATION:
1. Applicant (Owner of the Facility): 0: A r,%, b,J e i
2. Facility No.: 31L - if q
3. Facility Name: ?ow E F�yz.O-%--
4. Print or Type Owner's or Signing Official's Name and Title (the person who is
legally responsible for the facility and its compliance):
5. Mailing Address: 49� Ta-,RkAJ
City: r>nRtti 5 State: _14 C--_ Zip:
Telephone No.: { eta ) 53 Z- _ �0/o
6. County where facility is located:
7. Operation Type (Swine, Poultry, Cattle): SS. 4E_ Z'fDb rcrJrn.
8. Application Date: 3 3 $
II. ELIGIBILITY FOR A SPECIAL AGREEMENT:
As per Senate Bill 1217 which was ratified on June 21, 1996, the Environmental Management
Commission (EMC) may enter into a special agreement with an operator who registered by
September 1, 1996 with their local Soil and Water Conservation District office and who makes
a good faith effort to obtain an approved animal waste management plan by December 31,
1997. This special agreement shall set forth a schedule for the operator to follow to obtain an
approved animal waste management plan by a date certain and shall provide that the EMC shall
not issue a notice of violation for failure to have an approved animal waste management plan so
long as the operator complies with the special agreement. Operators who did not register by
September 1, 1996 with their local Soil and Water Conservation District office or who can not
document that they made a good faith effort to obtain an approved animal waste management
plan by December 31, 1997, will not receive a Special Agreement from the EMC. These
facilities will be subject to civil penalties, criminal penalties, injunctions and all other
enforcement tools available to DWQ.
1. Date facility requested assistance from their local Soil & Water Conservation District
FORM SPAG 1/98
*A a t- C-,— , rt_ -L S y; e r'rrlC r- 1 19 9(a
Page 1 of 4

?. Efforts made since February I, 1993 to develop and implement a certified animal
«ante management plan (Use additional sheets if necessary). This summary must
include:
A. All contacts made with technical specialist
B. Dates and types of plans developed
C. Contracts signed
D. Funds expended
E. Improvements made to the system
F. Animals removed and not retoacked at the facility
G. Other actions taken
N
00 lb-oo JA61LS1 �6uE
rk A4 1 i .
1=0101 SNAG 1/98 Paee 2 of 4

H. PROPOSED SCHEDULE FOR OBTAINING CERTIFICATION:
Please list each of the specific things that will be done at your facility to implement a
certified animal waste management plan and the date you will have each activity
completed. This must include a review of the possibility of not restocking animals that
are scheduled to be removed from the facility until such time as a certified plan can be
implemented. Please also list the date on which animals were most recently restocked at
this facility. The EMC reserves the right to deny any proposed schedules that are
excessively
{long. (Use` additional sheets if necessary).
5 - CRi :cpr R�Pt 5 ot:� e
b1k5i
l3. 1 4PS199 Git- hANAW� IA.!`i4I1 F-%lA
r S (b 7rl - �a�� Al FL", L LJeaC%-- lxE.cEIJ iL, M-%�1kc
Applicant's Certification:
I. A iPtq-w e -L , attest this application for a Special Agreement
with the EMC has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand if all required parts Qf this application are not completed and if all
required supporting information and attachments are not included, this application package«vill
be returned as incomplete. Furthermore. I attest by my si nature that I fully -understand that- if
this facility is found to be ineli ible to enter into a special ecial agreement with the EMC nothin.; in
this document removec, my responsibility and ]iability for complying ,vith all North Carolina
General Statutes -and Regulations. I understand that the failure to meet any dates that are agreed
coon by mvself and the EMC will result in annronriate enforcement actions being taken by -the
EMC.
Print Name of Owner
).,_ g &Z74� Date
Signature of Owner
FORM SPAG 1/98 Page 3 of 4

WI.111'7k-&�— ?6we�[I

State of North Carolina
Department of Environment
and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
DIVISION OF WATER QUALITY
December 30, 1997
Z'_I j I it'4- � W ej a I WFiHl MR.,
Mr. William Powell
484 Tomahawk Hwy.
Harrells, NC 28444
SUBJECT: NOTICE OF DEFICIENCY
William Powell Farm
Registration No.82-317
Sampson County
Dear Mr. Powell:
On November 26, 1997, staff from the Fayetteville Regional Office of the Division of Water
Quality inspected the Powell swine facility. It was observed that there was a lack of adequate
acerage (approximately 3 acres) for waste application and that no waste analysis sample results
were available and no records had been maintained of waste application. The backslope
(southwest end) of the lagoon needs repair and a wet area exist behind the lagoon that could be
seepage.
In regard to the deficiencies noted during the inspection, the following actions are requested:
I. Immediately collect waste samples for analysis and begin maintaining waste application
records for all fields.
2, Contact a technical specialist for assistance in regard to certification requirements for this
facility.
Please notify this office in writing on or before January 31, 1998 at the address below as to
the actions taken or proposed to be taken to resolve this deficiency. Nothing in this letter should
be taken as absolving this facility of the responsibility and liability of any violations that have or
may result from these deficiencies.
225 Green Street, Suite 714 FAX [phone]
Fayetteville, North Carolina 28301-5043 An Equal Opportunity Affirmative Action Employer
Telephone [phone] SO% recycledll0% post -consumer paper

If you have any questions concerning this matter, please call Robert F. Heath, Environmental
Specialist, at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
cc: Operations Branch
Central Files
Audrey Oxendine - FRO DSW
Wilson Spencer - Sampson Co. NRCS

-.'�'.^ ..:..7i7J1:✓cr�.�:1T :i,y`�SA.�Si iE[.?,t'111 rlA= i=Lr'.L'1_?l_ii;_:-:�:^r"_:==-_^=i
WASTT il77LI7 LTION PI1N AGREEMENT
Manic of Farm: f--\,
Owner/Manager Xgreemenl
I (we) understand 'and will follow and smplement the specification and the operation and
maintenance procedures established is the approved anirnaI waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Di:vi.sion of Environment Management (DEM) before
the new anima Is are stocked. I (we) also understand that there must be no discharge of
anim I waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and wilt be
available for review by DEM upon request.
Name of Facility Owner: 0: A:A_r%- � � 1.�..__..__
(Please print)
Signature: ate:
Nance of mmager{If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) A
AffiI.iation: � f ATIM1.
Address (Agency): d
4 A r� k C
Signature: Da[c: _ 4M`9

REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by nmof� drib:, manmade
t
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of En, ironmental Management for every day the discharge continues.
2.. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a Iandowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method ofwilization,
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, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for -other nutrients.
Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS).' If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips vvill be used
where runoff leaves the field. 'These filter strips will be in addition to "Buffers"
required by DEM. [See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
When animal waste is to be applied on acres subject to flooding, it will be soil
uicorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a -season prone to flooding. (Sec "Weather and Climate iu North
Carolina" in (lie Technical Reference - Gnvironment file for guidance.)

1
REQUIRED SPECIFICATIONS
(continued)
7. liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
nmoffdoes not occur offsite or to surface waters and in a method which does not
cause drill from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered.
10, Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for Ieaching. Waste nutrient loading rates on these. soils should
beheld to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste Shall not be applied closer than 200 feet of dwellings other than those
owadd by the Iand owner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways. or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "teckw cal
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drill from the site.

REQU=D SPECIFICATIONS
(dontinued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If animal production at the facility is to be suspended or terminated, the owner is
responsble for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reefs, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

- `�-- _:._�'+✓�`ti1�a ¢ ����_.`l �"IL�I���.7�.ST !'�xi,��/..' k. u4*.:=i-�Li-�'_l F'�`�r`--�-=-•"w i�
WASTE_TTI' 7—. UON PLAN AGREEMENT
Name of farm: ?C--�i,j !�, tI t``�
Owner/Monager ,4greemenf
I (we) understand and will follow and it plement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of avironment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface ,,vastcrs of the state from a storm event Iess
severe than the 25-year, 24-hour starra The approved plan will be filed on -site at the
farm office and at the office ofthe local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Fa cility Owner: 0: A. r,- D�ill t
(Please print)
Signature: Date; le
Name of Maaager(lf diMrent from owner):
Signature: Date:
Name of Technical Specialist: (Please print) GA
t1.Il`iUatioa: �ATta.
Address (Agency): ? d
PCL
Daic� - -4[6

AhMiAL WASIE VMTZA7TON AGREEMENT
(Needed only if additional land has to be leased, etc.)
Lc1, hereby give W,� ', perrraission to
apply animal waste from his Waste Utilization System on (a • 4 acres of my land for
the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also understand
that the use of waste will reduce my need for commercial fertilizer.
x
(.Z7
Adjacent Landowner: ��� .,/1�,���c��.: Date:
' Waste Producsr:
Technical Representative:
Date: — q
Date: -5
SWCD Representative: ` Date:
Term of Agreement: "� Aral. l .19J�_ to JA..I . 20 o,2�
Minimum of Ten Yecrs on Cast Shared Items)
(See Reqvired Specification No. 2.)

I

Mm
Li
F �: i=1,:i •; •� 11 i,Sr 411•; .Y� •,�� _ �a-. Ilr
,��a; .1 ' I `r'r G'4 r r+l. wl.:'. �.: p-�� t:. : 4 .'. �.-.:5^s•
..."�'rtr ,�., �'s''�'`.o Zia �tp''��'•:•

Animal Waste Management Plan Certification
(Plea se iypc or print all information that does not re -quire a signature)
�Ex$s�ing New ar Expanded (Please circle one}
General Information:
Namc of harm: 'j'l( rtfacility No: -L- -Zlrj
Owner(s) Name: i,%j1'iat.� o�.,c_li Phone No: gb-L - Lof/4
Mailing Address: 4�g
Farm Location.
County Farm is located in: S41�
Fourteen Digit Hydrologic Will: o3n,3 o6 o � /at, of°
Latitude and Longitude: 3q" q1 r id' 1 r78° _1,•..1_:_ Integrator: 5ow- tiS
Please attach a copy of a county road map with location identified and describe below (13e specific:
road names, directions, milepost, etc.): e 4P.NmIL w k of-%
Operation Description:
Type of Swine No of Animals
O W n to Feeder
er to Finish ?_
O Farrow to'Wean
() Farrow to Feeder
O Farrow to Finish
() Gilts
O Boars
Type of Poultry No of Animals
()Layer
()Pullets
Other Type of Livestock:
Type of Carle No of Animals
()Dairy
()Beef
Number of Animals:
Acreage Available for Application: 7, (C Required Acreage: /$.4
Number of Lagoons/Storage Ponds: Total Capacity: Cubic Feet (ft3)
Are subsurface drains present on the farm: YES orGiP (please circle one) R
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be urdatcd upon changing. 1 (wc) understand the operation and maintenance
procedures established in the approved animal waste inanngt:mcnt 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 f,icllli1cs will require a
new certification to be submitted to the Division of Environmental Management before the new animals arc stocked. I (eve) understand that there
must be no discharge ornnintal waste from the storage or application sysient to surface waters of the state either directly through asnap-made
corivcyance or from a storm event less severe than the 25-year, 24•hour slorrn and there roust not be run-nrf from [lie application of animal
waste. l (we) understand that ruri-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
Ole Natural Resources'Conservatinn 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 inuclificatinn utusl he approved by a technical specialist and submitted to the Soil and Water Conservation
I)istriet prior to impleutenLaticin. A change in hind ownership reduires written notification to DEM or a new ccriificatiein (if the npproved plan is
changed) within 60 days of a title trartsfer. RECEIVED
Name of Land Owner:
Signature. MAY. 2 7 1950Date: s - 9V
Name of Manager (if different from owner):
,Signature: _ !''1 -?ic ^ r" �f1G�Enf)atc,_—
.1WC -- August I , 1997

SPECIFICATIONS DATA
PRODUCT DESCRIPTION
Diamond IPS pressure -rated PVC pipe (2'
through 121 is made of compounds conforming
to material requirements of ASTM 02241 in
accordance with ASTM' D1784. The pipe saes
(e through IT) are made ' with an integral
bell which utilizes a gasket for seafing in
accordance with the requirements of ASTM
F477. Integral sockets for solvent cementing
meet the requirements set forth in ASTM
02672.
®Diamond IPS pressure -rated PVC pipe meets all
the dimensional, chemical, and physical
requirements as outlined in ASTM D2241.
Each male end shall be , beveled to facNiate
joining and reference marked for assuring
proper depth of insertion. Diamond furnished
lubricant is to be used in the joining process.
Diamond IPS pressure -rated pipe is supplied in
20-foot lengths.
e
PHYSICAL PROPERTIES
PROPERTIES OF PVC 12454-8 (1120)
Property
ASTMI
Minimum
Test
Specific Gravity
0792
1.40
Tensile Strength, psi
D 638
7,000
Tensile Modulus, psi
D 638
400,000
IZOD Impact Strength,
0256
.65
ft., lbdin.
CHEMICAL RESISTANCE
ASTM TEST
93.0% Sulfuric Acid, D 543
14 Days Flotation at
55 + or - 29 C
Change in.Weight, % -0.1 + 5.0
Change in Flex Strength, % - 25.0 to + 5.0
ASTM Oil No. 3, 30 Day
Immersion at 23° C
Change in Weight, % -1.0 to 1.0
Mtnimurr�
Curve Radii
at Ptpe
13

DIAMONDq fl
PLASTICS
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Stock Nominal 'Weight Outside Wa0 Inside Pieces Per Feet Per Feet Per •
DIOM Sbr Dar inn ft_ niamatar Tl � rllansatar qunAI& Aundla Trurklnnrl
SDR - 41 100 PSI
LM
4-
4.500
.110
4.280
63
1,260
20,160
M
6-
6.625
.162
6.301
28/35/32/40
560/700/640/800
8,400
M
8.
8.625
.210
8.205
15/10
300/200
4,400
M
100
10.750
.262
10.226
12
240
2,880
M
12-
12.750
.311
12.128
6/8
120/160
2,240
SDR - 32.5 125 PSI
M
4-
4.500
.138
4.224
63
1,260
20,160
M
6-
6.625
_-204
6.21.7
28/35132/40
560/700/640/800__.
8,400
M
80
8.625
.265
8.095
15/10
300/200
4.400
M
10.
10.750
.331
10.088
12
240
2,880
M
12-
12.750
.392
11.966
6/8
120/160
2,240
SDR
- 26
160 PSI
M
2-
2.375
.091
2.193
204
4,080
65,280
M
3-
3.500
.135
3.230
88
1,760
28,160
M
4-
4.500
.173
4.154
63
1,260
20,160
M
60
6.625
.255
6.115
28/35/32/40
560/700/640/800
8,400
M
8-
8.625
.332
7.961
15/10
300/200
4,400
M
100
10.750
.413
9.924
12
240
2,880
M
12"
12.750
_490
11.770
6/8
120/160
2.240
SDR
- 21 -
200 PSI
M
2'-
2.375
_L3
2.149
204
4,080
65,280
M
3-
3.500
_167
3.166
88
1,760
28,160
M
4-
4.500
.214
4.072
63
1,260
20,160
M
6-
6.625
.316
5.993
28/35/32/40
560/700/640/800
B,400
M
B-
8.625
.410
7.805
15/10
300/200
4,400
M
10-
10.750
- S11
_ 9.728
12
240
2,880
M
12-
12.750
.606
11.538
6/8
120/160
2,240
Prices are subject to a Firm policy of "Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
'Freight regulations &/or equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L = normal stock item at Lubbock, Texas
M = normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4- 85
6. 60 Additional Lubricant:
8- 45
10- 35
12- 25 12 Qt. per case
15- 15 4 Gal, per case a�
18- 12
21. 10
24- 8
27- 5 2
101

i
Figure 2.. Anchorage blocks for in -line valves. x
Table I is the forces encountered at end plugs, to calcurate
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
7 mist in s- fnr tRst nrassurR in nsr.
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI.
25a PSI
1-11
295
440
590
740
2
455
680
910
1140
21-2
6010
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
.30,200
37,800
14
20,60G
30,800
41,100
51,400..
16
25,600
39,800
53,100
66.400
-6-

liar i i11
VI G
� tty
E PUMP DI S CH
TELESCOPING ASSEMBLY
PVC PIPE
VAMP STADTEA

L.�zar zc�:�.�"^.;�-»_
W TE TZkT7 N PLAN AGREEMENT
Name of Farm:�,•�
O�mer/Manager rlgreemenl
I (we) understand 'anal will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animaI waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storua. The approved plan will be fled on -site at the
farm office and at the office of the Iocal Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature: 61Date; !c, �f
Name ofManager(Ifdifferent from owner):
Signature: Date:
Name of Technical Specialist: (Please print)_4" C:;-Atl
A.i'iiUation; \(
Address (Agency): ? d fj
4ACL P.li C�
"2
Signature: Date: - A )�a

C_ tr;
Producer: �1:�� a� �aw�l ( a�►�P �
Location: A ku- ,r 15
• w\�l, d
Telephone: S3Z _ 4z5r �o
'Type Operation: Feel(rul-
Number of Animals: 2.4oz
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
:)ollutioa of surface and/or groundwater. The plant nutrients in the animI waste should
•)c used to reduce the amount of com ercial fertilizer required for the crops in the fields
"here the waste is to be applied. This %Paste utilization plan uses nitrogen as the limiting
.utrieat. Waste should be analyzed before each application cycle. Annual soil tests are
rongly encouraged so that all plant nutrients can be balanced for realistic yields of the
top to be grown.
several factors are important in implementing your waste utilization plan in order to
:13)dmize the fertilizer value of the waste and to ensure that it is applied in an
avironmentally safe manner. Always apply waste based on the needs of the crop to be
rown and the nutrient content of the waste. Do not apply more nitrogen than the crop
.1n utilize. Soil types are important as they have different infiltration rates, leaching
)tcridals, cation exchange capacities, and available water holding capacities.. Normally
'aste shall not be applied to land eroding at greater than 5 tons per acre per year. With
)ecial precautions, waste may be applied to Land eroding at up to 10 tons per acre per
.ar. Do not apply waste on saturated soils, when it is raining, or when the surface Is
oxen. Either of these conditions uany result in runoff to sluface waters which is not
lowed under DEM regulations. Wind conditions should also be considered to avoid drift
_d downwind odor problems. To maximize the value of nutrients for crop production
d to reduce the potential for pollution, the waste should be applied to a growing crop or
plied to bare ground not more than 30 days prior to planting. Injecting the waste or
.king will conserve nutrients and reduce odor problems.
.c_ estimated acres needed to apply the animal waste is based on typical nutrient content
this type of facility. Acreage requirements should be based on the waste analysis
iort from your waste management facility. Attached you will find information on
)per sampling techniques, preparation, and transfer of waste samples to the lab for
)lysis.
M
,S waste utili-at On plan, ifcarried out, meets the requirements for corzrpliance with 1 5A
1� 71? 071 7 adontcd by the l;nvironr-cntal Manat;crncnt Coinrnission

seer-=3^t�'�s4:.e s.��..r..........::rs.. .. ... .a.. ...nr- .::�.t�.... .. ......... _ , 3'„*:-
• Amount of Waste Produced Per -rear a� llons. N. Ions. etc.
4- r
-2- animals X,,,(_(aa4.) waste/animal/year =1/56a (sue-) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2 Lanimals X2.3 Ibs. PAN/animal/year =s'Szt Ibs. PAN/year. (PAN frorn N. C. Tech.
Guido-Std. 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
# No- Tvne Per Ac. * Utilized Application
Total lf.3 '35 0
" This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for, N must be based on realisfic��ield
cr ec
NOTE: The applicator is cautioned flhat P artd K rrra), be over applied ti,hile meeting llre N
requirements. Beginning in 1996 the Coastal Zone Management Act will require fanners in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. Tlris flan only addresses Nitro!; en.

Table 1: ACRES OVfWED BY PRODUCER
Tract Field Sou Crop Lbs. N Acres .. Lbs. N Month of
4

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attaded)
(Required only if operator does not own
adequate land [see Required Specification 2])
Traot Field Soil Crop Lbs. N Acres Lbs. N Month of
• See footnote for Table /.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1 15.L
` � (,3,�
Table t �.
Z J So . a
Total Z
(, r143, Q
Amount of N Produced
5 S-1 a .o
Surplus o efici
I-L 3. o
NOTE: The Waste Utilization Plan must contain provisions for periodic laird
application of sludge at agronomic rates. The sludge will be nutrient rich Ott will
require precoutionary tit ensures to prevetrt over application of nutrients or other
el em elf ts,

See attached map sltoiving the fields to be used far the utilization of fvasfe wafer. t
Application of Waste by Irrigation
Mield Soil Type Crop Application Application >;
No. Rate Infilr Amount In.
I tic rz of
I Ir I A I I I . 6 1 .5 1
Ti31S TABLE IS NOT NEEDED IF WASM-IS NbT BEING APPLIED BY IRRIGATION. HOWEVER A MMaAR TADLE wrLL
BE NEEDED FOR DRY Lr= OR SLURRY.
Your facility is designed for rb4 days of temporary storage and the temporary storage
must be removed on the average of once every f MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation f?Ff -
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District officc after you receive the waste
analysis report for assistance in determining the amount per acre to apply and thc_proper
application rate prior to- applying the waste.

--Specifications--
30A PERFORMANCE GUIDE - .
(02) 30A X 1000' WATER -REEL PEMIRMANCE
Inches Depth of Appllca an _ _
Nelson
Sprinider
3Ystm
"Irrigated
Tan- I Speed - Peet Per Hour
s
SR150
Pertom u =
Wd
AREA
►
' 40
30
75
tOD 1
125
150
250
400
b NOZ'
PSI QPM OIA
PSI
Width X Leopth
�
.8St'
50
100
250
72
175 X 1096
1.2
1.0
0.5
'0.5
0.4
0.3
0.2
2.1
LZf
Ring
60
110
265
85
185 X 1093
1.2
1.0
0.7
0.5
5.4
0.3
0.2
0.1
L2S
or .T
70
120
230
9B
195 X 1096
1.3
1.0
0.7
9.5
0.4
0.3
0.2
0.1
L2111
Taper
80
128
290
110
203 X 1102
1.3
1.1
0.7
0.5
0.4
0.4
0.2
0.1
L25
.Or
50
130
270
89
189 X 1095
1.4
1.2
0.8
0.6
0.5
0.4
0.2
0.1
L38
Rio% .
y 60
143
295
94
200 X 11 M
1.5
1.2
0.8
0.6
0.5
0.4
0.2
02
L29
or.. +
70
166
300
108
210 X 1105
1.6
1.2
9.9
0.8
0.5
1.4
0.2
0.2
L29
80
155
310
122
217 X 1109
1.6
1.3
0.9
0.6
0.5
0.4
0.3
0.2
L23
1.W
50
tp
306
108
210 X .1105
1.8
1.5
1.0
0.7
0.B
0.5
0.3
0.2
L34
Ries
70
310
124
217 X 1100
1.9
1.5
1.0
0.8
0.6
0.5
0.3
0.2
L34
or . r
80
210
320
13!
224 X 1112
2.0
1.5
1.1
0.8
0.6
0.5
0.3
9.2
L34
Teser
90
223
330
1 155
231 X 1110
2.0
1.6
1.1
0.9
9.7
0.5
0.3
0.2
0.34
1.1r
50
205
300
117
216 X 1105
2.1
1.6
1.1
0.8
0.7
0.6
0.3
02
Lai
Ring
60
225
315
12S
231 X 1110
2.1
1.7
1.1
0.9
0.7
0.6
0.3
0.2
L39
or 1. r
70
245
330
146
231 X 1116
2.2
1.8
1.2
0.9
0.7
0.5
0.4
0.2
Lai
Taper
80
260
340
163
238 X 1119
2.3
1.8
1.2
0.9
0.7
0.0
0.4
9.2
LM
1.2r
50
255
320
131
224 X 1112
2.4
1.9
1.3
1.0
0.8
0.6
0.4
0.2
Lot
Ring
so
275
335
151
233 X 1117
2.5
2.0
1.3
1.0
0.8
0.7
0.4
0.2L41
or 1.1'
Taper
Hem For 10 Feet of Travel:
25.0
20.0
13.3
10.0
8.0
6.7
4.0
1 2.5
System Inlet pressure shown above is for Turbine Drives. Engine Drives will be approx 10 PSI lower.
"Area covered may very depending on wind conditions, field dimensions and use of unspecified sprtnldsrs.
The average area covered per rear is 5 acres.
'The precipitation rate Is In inches per hour and is based on a sprinkler arc of 320 degrees
The 'System Inlet Pressure' is the pressure required at the traveler Inlet. It Includes
allowances for the traveler plumbing and drive, PE tube and sprinkler pressure.
It does not Include any pressure allowances for Held elevation or mainline
pressure loss. Turbine
IMPORTANT! Turbine drives wiu have higher pressure losses at higher RPM
and am not recomimended for travel speeds above 250 feet per hour.
For speeds above 250 Ft. per hour use an Engine Drive.
Follow the belt pulley selections below.
Lowest speed pulleys: Up to 75 feet per hour.
Medium speed pulleys: From 75 to 125 feet per hour.
Hlghest speed pu8eys: From 125 to 250 feet per hour.
NOTE: Specifications are sub}ect to change without notice. Gearbox
IM W74M3e4
42

--Specifications--
I I 25A PERFORMANCE GUIDE
(Al) 25A X 880' WATER -REEL PERFORMAKE
Inches Depth of Application
320,
Nollon
Sprinkler
System
^trripts0
Travel Speed - Feet Per Hour
SR100
Pertormance
Into
AREA
E�c>•
ft"
40
50
75
100 1
126 1
150
250
400
Al NO2:
PSI GPM DIA
PSI
WWO X Length
!
Ar
50
T5
224
76
157 X 958
1.0
0.8
2.5
0.4 1
0.3
0.3
0.2
0.1
0.25
(islant)
90
83
239
89
197 X 964
1.0
0.8
0.9
0.4
0.3
0.3
0.2
0.1
0.24
Taper
72
89
240
112
174 X 997
1.1
0.9
0.5
0.4
0.3
0.3
0.2
9.1
0.24
Ring
80
95
259
114
1=1 X 971
1.1
0.9 1
0.6
0.4
0.4
0.3
0.2
0.1
0.24
.67'
50
85
231
80
162 X 961
1.1
0.9
9.9
0.4
0.4
0.3
0.2
0.1
0.27
(17=1
60
94
246
94
fl2 X 966
1.1
9.9
0.6
0.5
0.4
0.3
0.2
0.1
215
Tiger
TO
101
259
1117
11i1 X 971
1.2
0.9
3.5
0.5
0.4
0.3
0.2
0.1
0.25
Ring-
80
100
2H
121
311111 X 974
1.2
1.11
1 0.6
0.5
0.4
0.3
0.2
O.1
215
.710
50
IT
240
85
in X 964
11
1.0
0.6
0.5
0.4
0.3
0.2
0.1
IlLn
(low)
50
106
254
105
TA X 989
1.3
1.0
0.7.
0.5
0.4
0.3
0.2
0.1
0.27
Tager
70
114
260•
114
In X 974
1.3
1.0
0.7
0.5
0.4
0.3,
0.2
0.1
017
Rtog
80
-122
27tsi
129
110 X 9T7
1.3
1.1
0.1
0.5
0.4
0.4
0.2
0.1
0.20
Jr
60
110
260
92
TIn X 08
1.3
1.1
9.7
0.5
0.4.
0.4
0.2
0.1
OM
(Iftm)
80
126
264
10
IS x 972
1.4
1.1
O.T.
0.5
0.4
OX
. &.2
0.1
II.25
Taper
70
1W
27T
123
-7" - X 97T -
1.4
1.1
0.8
0.6
0.5
0.4
0.2
0.1
0.20
Ring
80
139
200
139
21L2 1 981
1.5
1.2
0.8
0.6
0.5
0.4
0.2
0.1
(1.2a
Jr
50
123
258
99
= X 270
1.4
1.1
0.8
9.9
0.5
0.4
0.2.
0.1
0.31
MM)
60
135
278
117
191 X 978
1.5
1.2
0.8
0.6
0.5
0.4
0.2
0.1
0.30
Taper
70
148
288
134
20 X 980
1.5
1.2
0.8
0.5
3.5
0.4
0.2
0.2
9.30
Rl"
80
158
297
151
260 X 994
1.6
1.3
(U
0.8
0.5
0.4
0.3
0.2
0.30
Ar
S0
162
271
110
19t X 9T5
1.T
1.4
0.9
0.7
0.5
0.5
3.3
0.2
0.35
(ffiita)
60
t 67
286
139
200 X 960
1.8
1.4
0.9
0.7
0.6
0.5
0.3
0.2
0.34
Taper
TO
180
3180
159
2111 X 905
1.8
1.4
1.0
0.7
0.8
0.5
0.3
0.2
IL34
Rhtg
Host For = Flea of Travel:
22.0
17.8
11.7
0.8
1.0
1 5.9
3.5
2.2
System inlet pressure shown above Is for Turbine Drives. Engine Drives will be approx 10 PSI lower.
"Area covered my vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run is 4.1 acres,
The precipitation rate Is in Incites per haur and Is based on a sprinkler arc of 320 degrees. Gearbox
The 'System Inlet Pressure' Is the pnommum required at the traveler Inlet it includes allowances
for the traveler plumbing and drive, P1. atbe and sprinkler pressure. It does not Include any
pressure aito owancss fair field elevatlr esi on c tline pressure loss.WW
DO "O�
IMPORTANTI Turbine drives wig haves higher pressure losses at higher RPM am as
and are not reconwrieraLlad ter travel speeds above 200 feet per hour. 0 ' v r . .
For speeds above 200 Ft. pw hour use an Engine Ortve. r�+w
Follow the belt psalle7 selections below.
Lowest speed pudays: Up to 75 feet per hour. Turbine
HVIeat apoed puMwf= From 75 to 200 rest per hour.
NOTE: Spedlics0ona ere subject to cNoW without notice. (At) Se7A15"
45

_9_
FRICTION ISS IN POLYETHYLENE HOSE
•
P.S.I. FR=lM :M IDER IN FEET,PMYIrMII$ I1MIGATIDM ME (WATER)
D.D. ?m
135
IS ? V 110 90 82
75
is
50
40
I.D. INS.
4.5
4.1 4.3 4.7 3 2.7
7-5
2.1
1.60
1.30
m1..10
-- -- -- -- --
--
--
!_
0.9
AIL 20
3.1
30
--
-- -- - -- --
_-
-_
2.3
La
40
1.4
4.0
11.2
50
-
-- -- __ -- --
--
2.1
LO
IM
0
--
-- -- -- -- --
1.2
2.9
L4
--
70
- -
- - - - • - - - 1.0
Li
3.9
11.2
- -
90
--
-- -- -- -- 1.3
2.0
4.9
14.4
--
40
1.6
2.5
&.1
--
--
100
- -
- - - - - - 1.1 1.9
3.0
7_5L_-
110
--
-- -- -- 1.3 2.3
3.6
L9
--
--
�13.
- -
- - `' ".- 1-6.... 2.7
4.2
10.5.
- -
- -
4.9
-_ :
144
1w
-
- _ - - LQ 2.74.6
7.2-
17D -.
- -
- - - - LZ 3.a 5.2
L i
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- -
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,
Lb- :r 1. r ^7.0
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a.--.�0�`.`
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.... _ -,,, .:_
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•-
iL�Z',`
41 3.7 ..yr.8-
a
370
i.0' :.y
2.B-. 7.f
2%
1.2
L7 M 3.2 B.i-
_.__.
-1.2 .-....
1.8 .- 2.Z 14 "- L6 - -
- -
- -
- -
- -
-
310
-
1.3 :
1.4----Zx_-._...3.6----;=--.9r.Z'-
- 3Z0
1.4
2.0 73 3.9 9.7
330
L5
7.2 7-7 4.0 - - - -
- -
- -
- -
- -
340
1.6
2.3 Z.8 4.2 -- --
--
--
--
--
=0
1.7
2.4 3.3. 4.5 -- --
--
--
__
- _
U0
1.7
2.5 3..2 4.7 -- --
--
--
--
--
.-374
Ls
2.7 3.3 _ 4.9 _, -- --
--
--
--
--
380
1.9
LB U L2--
I"
2.0
L4 3-7 LS -- --
--
--
--
--
400•.
2A
3.1 u LT
LI.
3.4 4.2 &.I _-
--
--
--
--
.-Zx
4.II _.3.f 7.4 - ' --
--
--
--
--
�:.a
LQ
mz

FRICTION LOSS IN :ALUMINUM (c4 PVC PIPE
P.S.I. FRICTION LOM 29 !00 .*--i
ALUM I IRRIGATION PIPCE W =FLM
INS. I.D. 2 1 4 1 i 0
W 10
0.1
__ -- --
nil. 20
0.3
0.1 -- ----
30
1.1
O.Z -- --
40
0
0.3 0.1 -- --
--
S4
Z9
0.4 0.1 -- --
--
64
4.t
Llw Lt - - - -
- -
-
70
L4
0.3 0.2 ' Li. --
--
10
--
L.3 LZ 0.L
16
: --
LZ 0.1 0.1 --
--
-LSD. M. 7
:.:.7
:u4
1.7 - a*:. Lt.. -os
-,-
..-
.'
LTW&
iR
Im
3,.ic, .��
,
�=
t
a s
-
'. iwi- _►..f ? � Y •
I'm_�_
LZ
-
210-
--'
Z
0.I
LT Lh LZ
L i
Z44
, - -
.: - i.9 0. b LZ
' 0.1
214
--
-- Z:0 0.7 L-T
O.I
26*
- -
- - Z,1 LT Ll
0.I
270.
--
- - -:ZS 0.Z L3
LI
290
- -
- - L& 0.1 L4
0.1
7-7 0.9 L4
0.1
314
- -
- - Z9 L0 L4
0.1
=0
--
-- 3_t LO 9.4
0.1
334
. - -
- - L1 1-1 0.3
0.1
30
- -
- - L1 1.2 LS
LI
Lb 12 L.1
0.1
RA
_ _
- - Lg L4 LS
0.1
374
- -
- - 4.0 • -1.4 41.1r
Ll
r r
4- M
4XS • L - Lk
LZ
"rJL? �r:a L&.
0.Z
ate
40
.--- - -- {LIP _ Lt _LZ
P.3.I. r-RlCilu L"5 PS 100
PVC IRRIGATION PIPE
Imo. I.O. 2 3 4 5 & 3
--
BIN.
20
0.4
0.1
--
--
--
--
34
0.3
0.1
44
1.4
O.Z.
--
--
--
--
SO
L1
0.3
0.1
--
--
--
60
L9
0.4
0.1
74
1.9
0.5
0.1
_-
--
--
BO
LIt
0.7
4.2
0.1
--
--
90
- -
0t_99A
LZ
0y.11C
- -
-
kl - QA;Lt
,L r
Ij
C4:m
--
--
1in
- -
LZ
IZ-
LZ
, Ll :
- -
I8o
- -
7.1
L6
- 0.2
L L
- -
0.3
; L L
- -
200
- -
L7
7.9r
0.1
OIL
210
--
4.1
t.0
0.1
061
--
ZZO
4.3
1.1
-L4
0.2
--
230
`--
4.1
L.Z
0.4
LZ
r-
240
- -
' S.3
1.1
--D 4
0.2
- -
ZSO
--
-
13
0.5
L2
--
7W
--
--
1.5
0.3
LZ
L1
274
- -
- -
1.6
0.5
LZ
LI
-----
280
-_
- -
1.7
O.&
- -
- -
1.3
a.&
0.3;
L1.
300
- -
- -
7-0
0.7
0.Z
L1
310
--
--
7-1
0.7
0.S
0.1
320
--
--
Z.Z
0.7
0.3
0.1
=
__
__
L3
0.8
0.3
0.1
340
--'
--
7.3
0.9
0.1
LI
3M
'--
--
2A
0.9
L4
LI
UA
--
--
r%T-
0.9
L4
LI
370
- -
- -
Z.9
1.0
L4
0.r
3�
--
--
L0
L0
L4
LL
7. ..
--_
--
LZ
1.L
M
Lr
=.
:. 4M
- -
- -
LS
L I
LS .
0: r
.:.'.
, 420'
. = - .
- -
Lb .
LZ
LS
Lr
'
Lt
460
- -
- -
4.3
1-5
Lb
L I
47
Erb
0.6
LZ

�zLI-)
3�
�i�Ga �33Gv
33,07 13h�
70
7- 16 Lo c �, ivy = 7
,3
s— FT 5 v
7, v
l�o
3,0
d3.5y� �y 11,3-F--
30,�5�
333 , Sg Fr/ �- �yy,
•_ ,-:: 13.9'q _ ;z 3,/G
33313F X, i7o7X- 33 �T
W 4� r

in
TABLE 4 - Irrigation System Specifications
ITraveling
Irtigation Gun
rlrnv Rwl• of [I Prh�kl�r 1pPn) W_� -_`._ _ _-.-_. ...___..
Upersting Pressure at Pump (psi- _ IVY
Solid Set
Irrigation
- ... .. -..
Design Precipitation Rate (InJhr)
Nose Length (fast) I
XXXXXXXX
Type of Speed Compensation I r
XXXXXXXX
Pomp Type (PTO, Engine, Electric) IN t e
!
Pump Power Requirement (hp) I D
iI I
I I
TABLE 5 - Thrust Block Specifications'
Dn-;I9ner may. provide thrust block details on rlep:irldo !:hoot.
i!{ TIIftUST nLOCK
LOCATION ! AREA (sq. ft.)
9tr Bend t "'
Dead End - ~`J
Tee 9 - -4 i,
'see USDA-mcs rmid orrice Technicd Guide, Section IV, Practice Code 43"D
/ -
Irrigation Parameters U3bA-NRG9
dcmner 199S - . pag" North Carolina

yr
\rljL
POWER UNIT
�G
Es
PUMP
AIR RELIEF
VALVE,
TELESCOPING ASSEMBLY
PUMP STARTER
Li
10�- 20•
Vaty�
's
PUMP DISCH
N
PVC PIPE
lu

1
SPECIFICATIONS DATA
PRODUCT DESCRIPTION 1 PHYSICAL PROPERTIES
Diamond IPS pressure -rated PVC pipe (20
through 120) is made of compounds confi mOng
- .-to_-materiai-requirements of ASTM D2241 in .._-..
accordance with ASTM' D1784. ..The pipe sizes
[4.':.through I are made with an integral
b e'I'L, hick utii[zesith *a gasket for seating in
ai cordanca wthe requirements of ASTM
lhtegral:_.sockets for solvent cemestdng
,rrieer:.the•.*uirements set forth in ASTM
Diamond I125 pressure=razed PVC ets pipe meall
the' 'dimensional; : chemical.. and physical
requirements as outlined in ASTM 02241-
Each male end shall be. beveled to faate
joining and reference marked for assWng
proper depth of insertion. Diamond famished
lubricant is to be used in the joining process.
Diamond IPS pressure -rated pipe is supped in
- -20-foot--lengths. --- __----._-�
PROPERTIES OF PVC 12454-8 (1120)
Property ASTM Minimum
- - Test
Specific Gravity 0792 1.40
.Tensile Strength, psi D 638 7.000
Tensile Modulus, psi ❑ 638 400,000
IZOD Impact Strength, D 256 '65
ft., lb.fin.
CHEMICAL RESISTANCE
ASTM TEST
93.0% Sulfuric Acid, 0543
14 Days Flotation at
55 + or - 29 C
Change in.Weight, -0.1 + 5.0
Change in Flex Strength, °k - 25.0 to + 5.0
ASTM Oil No. 3, 30 Day
_.lmmersldn at 230.0
Change in Weight. 1.0 to 1.0
Nnimum
at pipe

DIAMOND 0 PLASTICS
CORPORATION
IPS IRRIGATION
PIPE
ASTM D2241
Stock
Nominal 'Weight
Outside
Wau Inside
Places Per
Feet Per
Feet Per
Slxs Per 100 ft..
Qlameter
njktaM Diameter
Bundle
Bundle
_Truckload
-Blot
-
SDR - 41 100 PSI
LM
4•
4.500
.,13 4.280
63
11260
20,160
M
6'
6.625
.132 6.301 28/35/32/40
560/700/640/800
8,400
M
8•
8.625
.218 8.205
15/10
300/200
4,400
M
10•
10.750
.26Z 10.226
12
240
2,880
M
12•
12.750
.-__ 12.128
6/8
120/160
2,240
M 4'
M 6'
M _ 8'..
M 10'
M 12'
M
14 3`
M 4
M 6•
M
M l0"
M 1.2
M 2•
M 3'
M 4'
M 6'
M B.
M 10•
M -.12'-
SDR - 32.5
125 PSI
4.500
.L38
4.224
63
1,260
20, 160
6.625
----204
6.217
28/35/32/40
.560/700/640/800_.
8,400
-8.625 ..-._-265
.-...8..095
15/10
300/200
4.400
10.750
_331
10.088
12
240
2,860
i2.750
.392
11.966
6/8
120/160
2,240
C)
s:SDR
- 25
160 PSI
2.375
.091
2.193
204
4,080
65,280
•.`3.500
.135
3.230
88
1,760
28,160
•4.500
_173
4.154
63
1,260
20,160
..6.625
.8.625
_255
.332
6.115
7.961
28/35/32/40
15/10
560/7001640/800
300/200
8,400.
4,400
0.750
_413
9.924
12-
240
2,880
12.750.
_490
.1-11.770
6/8
120/160
2.240. .
SDR
- 21--
200 PSI
2-.375
�'3
2.149
204
4,080
65,280
3.500
3.166
88
1,760
28,160
4.500
_--157
_214
4.072
63
1,260
20,160
6.625
-_31-6
5.993
28/35/32/40
560/700/640/800
8,400
8.625
-_4=0
7.805
15/10
300/200
4,400
10-750
—511
_ 9.728
12
240 -
2,880
12..750.
_606
____11.538
6/8
120/160
2,240
Prices are subject to a firm policy of "Price in efct at time of shipment on regular purchase."
Possession of this page of a price list does not mostitute an offer to sell.
*Freight regulations &/or equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L = normal stock item at Lubbock, Tatas
M = normal stock item at Macon. Georgia
Joints Per Quart of Lubricant:
( Furnished)
4• 85
6' 60
8'- 45
IOC, 35
.25
is
2 Vl' 20
27*s'''tS
Additional Lubricant
12 Qt: per case
4 Gal. per case
2

D STALLATION
1�
Jiamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a "Firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with sail
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 contest 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 certian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Em
C
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND ►METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTHFSIS-
CLASS OF EMBEDMENT
1
11
m
IV
MATERIAL DESCRPtl N
Maladaasad
CmW.
Matnalt
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Sdhdadfcnnd
Sdih - Clem
Masd-Cam
sods
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SOIL,
tJp Mwo lmmhae 0wooh raw
%won S of dry .roph
9-12
9.19 �
6-70
Sal Co-ddabo, Mmad
%of Proms fv peL,tr.s11)ansa+ lft
Compact al pew oq.
Drew-n
95-100
(75.1IM
95.1157
100)
95.100
I 9olm
jf
on-4 bf 1"bk
•ftu n
01?$
tf>Q75)
M91
f604M
80-".
73.90
ConlnYaae 67 mom
095
095
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FhfO
faR6�1
Had mop
(610
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6010
60-73
Dodp
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• k�w d.-a7 a nmd: p-aaam
TVA able Krm 21 on lop l - OEM pick ddnad a*ecp flavor d® and road
aanaads d d.il aaaoldaom - a.tlalro etann d art 77d abtd a nomad a pnodt poksom ad is
no mWo Ns dd rn NOW s Ach-1 amp "Ann dmM b%d 'by do cape la aprtdk
wars r<.pwfw as -.a cools
TWO 4. PesCRIP77M. OF FMMF-DM►NT MArERIAS. CI.satieAnn%s
r
f
. • S.l. a. - aafa.d : ASTM D 2dd7, aw r- CSa. 1 �i .�.e ka3d a ASTM D _,a.
. • • Is a.ac.aa ow -e Arna D 24p. km u- 5% p.. N. IDo,..4,
••• I- monsona -& ASTM D 247.'mla .on 54 W 12% 1.non r `.M •.w 1.9 .. h-Wh—
d-ofim ■ *a w -a-.fa. mope of CL— ti d.- d Ckoo OL
sort.
�[l.l otx7t►1'>a+ .r
CLAY
7r Pi. MATMAL C .&AUM %TL0%
C1.M I S-..-
Ma do—d -dw-. u-r. ­L Iah - ( LC -a., 1• N1 . 1 1C r
.hd-a -..,W h..-a..s--t ,.�(a:. �. ..,......� ... ,..., .. i.,.:.,,
...L n-..d
CI_. d S-dr—
OM w.tl.ttir anef. r pw..r ..,,._L _r• . fr.. •.•{ .. —.r .d
ha
CU_
Cr Ir-Y. y.a.a F-•h. r �r.....r �� h.r r w• f_. Vw . -...i
�- I.s._ .-r+a .. 1.a ..•...-
CI.r
SW W.V..aa.:.ra ..d p..d, W. kok _ re M—..— 4•C W . w++
SP r.-b pm .w..r V —" ._ L h-lr . - C.— M., Ihw V Mt .a :.....
P_ N.. a ur.e. .L.- W. MS w.r w N... an ....., c k-
S.Y—
CSI Sd.S pawiL pa..h rl ,.h .,,.rs
M.. a.- V.f .na_.d w law A ,....
Ci CIa.., ya..b. V•'ii.._I n., �.�. Vi r rwW ...... �Irl.r inawN
SM smv "PEW ...d-.dh -...-•,. Mry da. S % r..... I,a..r + .r.r
M.•. a.- wa 1.,..•d — N. mo —
SC C1.5ay .rL ...d FL., _.Ih..M- 66m o - 1.a r.v... I....w rw ti .
— Mr- %— 5af m...+d _ I.. A
_ C1.. rV Sr.k
ML. 1—Town wkN •-7 r-. +-•IL � n—. ..q. d.m r.. —M I,..•.I 1-.
Yam day- Lod hnw 5M. k- W%-r p.—N.-ND..w
Mll lo-pow .YL Ihn.ae-..-.M--.o— r-. w w ..s. rL►— ..&. L,.W
1w $1 a.w 30%. 4010, w anew Pon- !V an .....
nt I.rtr. daps d Mil pt--w1 • fa dapL LP.1•.. p.... arw Y.a. rn .
.1,.,. pnnc N.. =.....
CUM 9 Si
CL 4pK df -d -I— ..1.1 -W" r W- tie.. L'.W Ia- VK . b.
50%--.. paws N.:m...a
-
Qf 0.yM.i[ daaa d wale.. osb prd7- Lye I" v-w* a.. Ina, w.a -
none pm— W 206 .-...
Pr kL emoY .Id .d•. *My -9and anal .
The haunching are
is mast important to the support of
PVC pipe. For good support, the hatmching area should be
compacted to the densities given in the Long Term
Deflection C ham
Figure 2.
I.{1.4111 1"4
•.n
I1.rl
4t.lill
3

be fabricated in almost any configuration. Same epoxy coated fitt;ngs
include stacks and hydrants as an integral part of the fitting.
Occa ionally it may be necessary to connect PVC plastic pipe to steel,
or pipe. This connection can be made with a coupling called 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 l0o'. Figure 1 gives an example of
different arrangements for thrust blocks.
_*4�
Figure 1. Example of different arrangements for thrust blocks.
-5-

Mal
.Figure 2_ Anchorage Mocks for in -tine* valves.
TabTe I is the forces enca mtered at end plugs. to cal cuTate
forces encountered at bends, tees and wyes, multiply the figure in
'Table 1- by the factors given -in-Table 2.
Table 1. _Tmst W at End- Plugs
Inrust 1n IDS. Tor Lest
Pipe Diameter 100 PSI 150 PSI .,
pressure 1n PST
200 PSI.
25a 'PSI
inches
1
2Qc
440
590
740
2
455
680
910
1140
V1
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
64.00
9740
13,000
16,200
10
Ia,650
16,000
21,300
26,600
12 ,
15,150
22,700
: 30, 20Q
37,Sd0
,
`«.I4
MOM
30,80a
41,100 -
51,,400..
16
26,60Q
39,800
53,im-
-66,490

oJs 471
At
401
d4107
tools
v
� A
y � �
9
1 A
r A
� l
11NA OAOd

IL
3 ; !/
qL
ti
Em
10"-.
fry.' T G.. `LL t/m�-�r GZ� ewe/,' O'Al a.�✓
e %a-1°
r�
r �
1
VZ* y
99 C
4

U'&D.A. �rZ`� SCS-CPA-026
Sc*CopwrvationService • (June9t)
Ob")eW
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
Nam* and Addrasa Aperaon
Uri 1lrarn Ru e' ll
Rau,�e 1� So 1 G
i4arrell s , Ale ;.y**i
4. Name of USDA Agency or Person Requesting Determination d c
5. Farm No. and Tract No.
SECTtnN I - HIGHLY ERODIRLE LAND
Data of Ida*"
-xl719*
3. County
SQ�a:�sor�
6. Is soil survey now available for making a highly erodible land determination? Yes No
FIELD NO.(s)
TOTAL ACRES
7. Are there highly erodible soil map units on this larm? Yes ❑ No
:sS ttc,res-Y
aF'tY?,
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crap year during 1981.1985.
9. List highly erodible lields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office bf Field ❑
Lei 11'�7:LIS':1 � 1 �l:ii7
FIELD NO.(s)
TOTAL ACRES
11. Are there h grit soils on this farm? Yes No ❑
*M'ir`
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
/ l
e
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions urilesa
the area reverts to wetland as a result of abandonment.
14. Artifidal Wetlands (AW). Artificial wetlands includes irrigation -Induced wetlands. These wettands are not subject
to the weland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according 10 the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVWyear). A restored wetland that was in violation as a result of conversion after
November 28. 1990, or the planting of an agricultural commodity or forage crop,
18. Restoration without Violation (RSW). A restored welland converted between December 23, 1M and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (FiPW)• Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CM. Wetlands converted after December 23, 1985 and prior to November 28, 1990, In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Nan -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction,
24. Convened Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered
maintenance and are in comDliance
with FSA.
115
26. The Planned alteration measures on wetlands in fields are not considered to be maintenance and 4
installed will cause the area to become a Converted Welland (CW). See item 22 for information on CW.yaar.
M The wetland determination was completed in the office field n and was delivered mat the person on
Z8. Remarks. On Ae al'rl�L i)eAle- rG yi�lt-Of -wG u/Q
n - GwedY a a7 uses a rea •
o u uJa anU o Aer areas , requests
:9. 1 terrify that the above determination it correct and adequate for use in determining 30. Signature of SCS Mabel CAntlervadw ist I
31. Date
eligibi iry for USDA program benefits, and that wetland hydrology, hydric toile, and (� �+
hydrophyric vegetation andrr normal circumstances exist on all areas outlined as f']ry t �� b al �l7 e Weflandt Farmed Lt�•�ra„d. -d 7n-d W-1-de Pan,... 1I ! `•7 �[ tlli�
and programs of tAr S" Canarrnriva &Wyk* *vall" irltlfvrrr +vprrr>d to rsa, '&%DkW; velar, 80, per or houseip.
SCS Copy

uJUK—wiV lil .. /��JGAsiA lv�• r7QA%V l�..l:r
3b3-D;EAST ROWAN STREET
CLINTON,, NORTH CAROLINA 28328
PIiaNE [phone]
ua i A zaj .7 1'Al i ;,
DEPARTMENT ')F
AGRICULTURE
-------------------------------------------------------------------------------
WILLIAM A POWELL
ROUTE 1, BOX 16
HARRELLS, NC 28344
DEAR MR. POWELL:
Please find attached Form SCS-CPA-026 for the tracts you reported to ASCS when
you completed a Highly Erodible Land and Wetland Conservation Certification.
Wetland determination may be incomplete in wooded areas and unnumbered fields.
Before clearing, draining or altering these areas for any use, contact ASCS and
complete a new Form AD-1026. Failure to do so could result in loss of
eligibility for USDA benefits for all the land you farm. Each field has a
symbol on it which represents its classification. The following symbols apply
to your farm:
`1
W -
PC
DID
CWNA
Wetlands --clearing, draining or altering these areas to make possible
the planting of a commodity crop will result in wetland conversion
which would make you ineligible for most USDA programs.
Inclusions --these soils are predominantly non-hydric but may have
inclusions of hydric soils. If you plan to clear in these areas
please call the SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared right-
of-ways in order to flag wet areas.
Prior Converted Wetlands --can be cropped and are not affected
by the wetland conservation provisions as long as the field is
not abandoned (not cropped for 5 successive years).
Converted Wetlands --areas of hydric soils that do not have a
cropping history between 1981-1985 and/or were converted since
December 23, 1985. Growing annually planted crops on this land,
will result in a loss of USDA program benefits. If this land was
cropped between 1981-1985, you must establish a crop history
with ASCS to remain eligible for USDA program benefits.
Converted Wetland--Non-Agricultural Use -Wetlands converted after
Nov. 28, 1990 for non-agricultural purposes. These tracts will be
reviewed annually and will lose their exemption if the non-
agricultural activity fails or land becomes idle.
Not Wetland --areas that do not contain wetland.
Not Wetland --or-- Highly Erodible
We have made every effort to make this determination as fair as possible, but
if you feel the determination is incorrect, you have the right to appeal. The
appeal must be in- writing and must state the reasons why you believe your
fields have been incorrectly determined. The appeal must be made within 15
days of receipt of this determination.
Sincerely,
�Y;n M �
Howard L. Hobson
District Conservationist
Attachments
cc: ASCS

Y '4
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to r: '2 1r
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+:.-..,���. "�•,'!'l�.i,�rt� �l ,;�h�.ii'?r'li l is `' � �i, �` Q .; �'j —^�,: '' .i: :'�.�, "'`}.ter --
,i y 'Y%. ."'� �! "+ r� j .� �' •� •� /tea i ,�l• -Y �„ ��
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U-S, DEPARTMENT OF AGRICULTURE
SCS -CPA • 16
SOIL CONSERVATIONSERVICE 2 •Ill
CONSERVATION PLAN MAP
0 eratoc.
y.,
County ..sAki 13 State C• Date 12T1 it 1q&P4 vp
Y Approximate acres Approximate scale
Cooperating with Conservation District
Plan identification Photo number
'f Assisted by rUSDA Soil Conservation Service

o,hh
71h
L'Lh
2'Lh
j
WIT
r I
h'os ON:
+ '.
I

r
IRRIGATION SYSTEM DESIGNER
Name:
r r
Address: P O . & X y$ kilyG�a �r iy, C. 7 g YLL
Phone: (�'�$5
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I - - A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements-
3- Computations used to determine all mainline and lateral pipe sizes.
4- 5ortn:r.: and/m caicniations 11Sed ful rlcicuntining aly)lication rates.
5. Computations used to determine the size of thrust blocks and illustrations Uf all th1 usl block cunfigulations lceluired in the system.
G. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s)-
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Watcr Conveyance,
N.C. Field Office -technical Guide, Section IV, Practice Code 430-1317.
NOTE- A buffer strip 7 0 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
Irrigation Parameters
Octc;Nr 1995
page-5
USDA-NRCS
North Carottna
14

f
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: 6t/� � ra o tL s,
Address:
TABLE I - Field Specifications'
County:
Fletd
Number=
Approximate
Maximum
tlseeble Size
of Fleld'
(acres)
Soil Type
slope
{X)
Cropls)
Maximum
Apptication
Rate
linrhr)
Maximum
Application
per Irrigation
Cyc1e4
(inches)
Comments
,yZ • 7
I
,1
Can- ram. I - y7 I—
'Table to be completed In its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
'See attached map provided by the SWCD Field Office for field location(s).
'Total field acreage minus required buffer areas,
'Refer to N. C. Irrigation Guide, Field OMce Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
Irrigation Parameters
October 1995
we
0
.. page-1
USDA -MRCS
North Carolina

(,7)
0
TABLE 2 - Traveling Irrigation Guii Settings
A„ .
Make, Model and Type of Equipment
rlsld rrnr
rand
hydrant NO
Tervel
Speed
(fUmtn)
Appllretion
nale
I1A1h!L
TRAVFI. 1 ANE
Effective Fffecllve
Width Ift) length (fl)
Wetted
Ularneler
(feet)
Ilnr:le
afnmetor
(inches)
EQUIPMENT SETTINGS
rlpersling nreeetlnn
present* pressaro
® Gan (psi) F R0e1 (psi)
Are
Patleln'
COmment!
�.�`
I - �'�
o
y S
I o I
/,a
e.
I /a
",
I y9
x =,/ If
A
-qD 1
/,95f
1 - po d
1 BO
el
t�-S11
.7G
9
az 1
0 1
o
sv
�5—
a�
1
zL ,
I
� I
I
�•�
I -yZ
a2
I b3
# !
1roS
_
I /05
I 0
1 lVx Y9 = I�
—v I I 3V 0
poi
I Sb
I 05-
I and
I ai
I
I
I
I
I
g/
I
6
7�
I /os�
o0
I o
,7
7
1 r
y2
U
y
I 0
1 fa
?J
I y�
30 '
o
S
I `,
4o
I C
1 a0 v
I a
l 517
I U 5'
I goo
1 /00
Y,, 31 V 7y
1
1
I
I
I
I
I
I
I
it `S
I J`71
O S
I Sod
I
Jr 5 S
o
f �f , b1- ,~
I 130
1
y
I
! e. Y,
/4 7-
-
i
�
I
i
.I
I
I
I
I
!
•
'See attached map provided by the SWCD Field Office for field location(s).
'Show separate enures for each hydrant location In each field.
'Use the following abbreviations for various arc patterns: F (full Circle), TQ (three quarters), TT (two lhlyds), 1­1 (half circle), T (one third), Q (one quarter).
May also use degree of arc In degrees.
-1-71gatlon Parameters
October 1995
page-2
USDA -MRCS
North Carolina
W& AM

Le,--_ 3 x 4 Sy s
��,v-� �� �� , :�� �--8 5 x � off✓ � � � 5 Gay,.� � / �o �r
-e, ceP,'%1,0i o.r.- /�,
- -J
L
/50 X r 5�
7o
a
v� Lo
G7, 3
r/60)
�32,7s
f� (17a a )

Name:
Corntr<any:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. • A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Smirccs and/fir calcltlatirrlts used fort rates.
5. Computations used to deter nine the size of thrust blocks and illustrations of all thrust block confIgumlions rcq fired In the system.
6_ Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
NOTE: A buffer strip 7 0 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per I)EHNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
jo
Irrigation Parameters
OctdtSEr 1995
. Page-5
USDA -MRCS
North Carolina
W,

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet: most convinient to the designer/supplier.
Incanllr procedivicn sllch nn s1:Z11-T111, shill-f1mvfl, %vitltcri77tion nlnd rcy1111r Ilmnin1cnance cif all cclnii/lncnt.
!i , r
•,. -fit.
, a -� -6.
r
its
T�
-
i iL C i
L✓i
%)
V 7rL!s.,,vr i� L �✓ r
eo i
fir—
Irrtp anon Parameters
Oc4�6er 1995
Pag"
USDA -MRCS
North Carolina

-a-
BIG GUN° PERT 0RtiL6N CE TABLES
100 SERIES BIG GUNS — 24' 7r�AJECTORY iaa R awG No=LZ-.S
NOZZLE
XGZZ =
c:: =
NGI=-
KOzzl-r
MOZ_LL
N7"�
==
.712
.761
.312
.657
.F5
.?27
.?6Z
PSI
GP"
DIA
SFM
DIA
94
]IA
6FN
DIA
GPM
DIA
iP I
DIA
EF11
NA
50
74
Z30
HE
2?5
100
230
115
240
129
250
150
255
167
210
60
E1
Z35
96
Z40
110
245
125
260
141
270
164
Z75
1E3
Z90
70
E8
245
104
290
113
U0
I=
Z75
152
290
177
7-95
108
:00
80
94
255
111
265
Ir
Z75
145
285
163
300
189
305
211
ZI5
90
99
265
117
Z75
134
285
154
245
173
310
201
315
224
3Z5
100
105
270
124
284
142
295
162
305
182
320
212
3z5
Z36
m
150 IES BIG GUNS y.24�[TR¢,IE�i?OE�" �;�isa M RING MCMMM .
. i
S{
NOZZLE.
'.NYKi
.:.
• i�fii.Y.� '{
i{
'.
f.34
��
��Yii.1.r
t.4I
y
EPS,BFllr.
; �!E ,;ATA
ap DIA
Ei'S DIA
5a ~
IW.: ' Z45 _
L3��.�?I
. ZB
Z05.300
255 ' 320
30a 335
35 0 .350
b
..
Wy Z� •
: p=2W'
M 3*
225. '. 325.
Z75 F335
=0 35a:
385 us
? '.
..
:
M.:-2"
,
-147 3i0
245 =0
245 _350
3� US.'
415 380
20 '
_'Z70
tM 29a
I& :3k.
ZIa '=6Q
250 340
315 360
380 'NO,
445 395
Il
I35 250
175- .31%
2M =0
235 350
335 370
405 394
475 405
100
143 300
i85 320
235 340
290 360
355 380
425 400
504 415
200 SERIES BIG GUNS — 27" TRAJECTORY 200 R RING -NOZZLES
NOZZLE
NOZZLE
Il�.i'
.E
NOZZLE
t alnE
NOZZLE
I.21
1.46
1.56
1.66
1.74
1.
sz
1. r5
PSI
GPM DIA
GPff BIA
G".4
DIA
GN DIA
GPM
DIA
EPM
DIA
GN
DIA
50
234 325,
3Oa 35=t14MM
354
374
: 41a 34a
470
405-
515
420
W
435
601
2% : 30
33k; 3IQI:38
390
445 41a
51�
475
5E5
440
645
455
.-
701
r ..
Z Y25
......
M52-:I85
405
480 .425
'=
440
63R
453[7M
475
2
#5
4Za
5S5z
.455
675
47tI05
4944is�
:'444
Se'455
Q5
470
T15
485n
305
ibe
Y441
.5m 05.
480.
755
500:W
SZO

i
LANE
GPM SPACING
FEE-7
- 3
4
6
7
8
9
10
15
20
25
- - - ------30--
- ,X-S
" rises, a ,45.
tr
:. 20cl
2-60
2Ba
300
=0
340
360
' 380
400
420
440,
I
C INS/NFEN)
DEPTH OF WATER S I NS)
0_ 4 ! 0.6 1- 0. 8 1 1 .. j 1-- 5 f 2
52
2.B
1.9
1.
55
3.5 ___
2.3
1.
56
4.2
2. 8
2.
61,
4.7
3. 2
2.
64
5.3
5.5
2.
67
5.7
3.8
?.
69
6.3
4.2
3.
71
6. B
4.5
3.
BO
9.0
6.0
4.
B4
11.5
7.6
5.
B7
i3.B
9.2
6.
_.14.4------ -
- 9.6 :_
. _ 7-
110.
: -17.3
ti
1 B� B
12. b;s
.115
1m2��4�
AUK
.?32�r
a`. 39- 5�
40l4
26i:y t ..
=13 :.
.: Yg.
2Q-
.200
- 21.0
_' --
: 41�3 vs
Z7 3:
20f
=>5
_47r1�
314*
25'
240
52.2
34.9
26_
245
55.0
36.7
27.
250
57.B
38.5
29.
250
61.6 _
41.1
30.
255
64.2
42. B
32.
260
66.7
44.4
270
67.8
45.2_
290
6B.B
45.9
34_
285
71.0
47.3
35.
2t 5
74.3
491.6
37.
;-76 r 4 =
50.9i..
3�
r29900
F.
53. S
40.
Travel Speed
4
-1
1. 1
0.7
0.6
B
1.4
0.9
0.7
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LAGOON DESIGN CHECK LIST
Copy
of 026 and supporting maps included if clearing in�ohved).
(including
�t
access roads and waste application syiiw;Sbgi es)
2.
Dam Safety Exclusion
Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
3.
Storage Volumes
designed volume exceeds needs
all temporary storage is designed above the seasonable high
water table.
minimum of 6 feet treatment volume depth available
included if landowner
:%r-'
no sludge storage statement so requests
4.
Operation
& Maintenance Plan (sheet included)
begin and end pump -out elevations shcwn
5.
Location
Sketch (included)
distance and direction to nearest residence shown
road numbers shown
north arrow shown
6.
Hazard
Classification Sheet (NC-ENG-34 included)
distance to nearest stream in event of dike failure shown
p�
distance to nearest public road in event of failure shown
topo to & b included
map of area support a above
7.
W.ante,,,i]t,ilization-Plan
�(ii�cZvded)
,a.
all tracts, field numbers, field acreage, (available acres
.excluding buffers. for ditches, roads, homes, property line,
etc.) crops shown
,b.
signatures of producer & person preparing plan
c
pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
d.
legible ASCS maps of effluent disposal fields included
e.
legible soil survey sheets showing all effluent disposal
fields included
f.
suitability of soils for crops planned assured
g.
attachment "B" on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG-538 included)
minimum of three borings on Class IV & V lagoons
borings 2.0' below designed bottom of lagoon
clocation & elevation of borings in relation to grid survey
d. seasonal high water table at highest elevation
g�.e. borrow area location shown

A
WASTE MANAGEMENT SYSTEM
FOR
WILLIAM POWELL
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
4 PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR: MR. POWELL
Please review the attached plan and specifications carefullyy.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES
EVIDENT?
YES
NO
X
DESIGN REQUIREMENT:
517564
cu.ft =
19169
cu.yds.
ESTIMATE OF EXCAVATION:
379296
---------
cu.ft =
14045
---------
cu.yds.
ESTIMATE OF PAD:
0 cu.ft
ESTIMATE OF DIKE: 0 cu.ft
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER:
ESTIMATE OF TOPSOIL REQUIRED:
0 cu.yds.
0 cu.yds.
242 cu.yds
303 cu.yds.
Ratio 0.0 : 1
--- Total Excavation = 14593 cu.yds.
Job Class IV
Designed By JASON TURNER 2/16/94
---------------------------
Date
Design Approval":Z�'A_4wixAl
Date

,�•' Operator:WILLIAM POWELL County: SAMPSON Date: 02/16/94
Distance to nearest residence (other than owner): 1600 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
2580
Head
(finishing only)
X
135
lbs. =
348300
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 348300
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
346300 lbs.
SSLW X Treatment Volume CF/lb. SSLW
Treatment
Volume CF/lb.
SSLW=
1.0 CF/lb. SSLW
Volume =
348300 cubic
feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION
OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume =
0 cubic
feet
REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 320 feet ; width 225 feet
Top of dike at elevation 52.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 50.70 feet
Bottom of lagoon at elevation 41.00 feet
Seasonal high water table elevation 44.80 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDEI SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 312.2 217.2 9.70
AREA OF TOP
LENGTH X WIDTH
312 217
AREA OF BOTTOM
LENGTH X WIDTH
254 159
AREA OF MIDSECTION
LENGTH X WIDTH X 4
283 188
67810 (Area of Top)
40386 (Area of Bottom)
213004 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
•67810 213004 40386 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 519274 CU. FT.

A
5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
320 225 72000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 72000 Square Feet
==� Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 348300 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 85264 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 42000 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 42000 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
85264
Cubic
feet
5B.
0
Cubic
feet
5C.
42000
Cubic
feet
5D.
42000
Cubic
feet
TOTAL 169264 Cubic feet

Total required volume = 517564 Cubic feet ✓
Total design volume avail.= 519274 Cubic feet "
Min. regrd. trtmnt. vol. plus sludge accum.= 348300 Cu. Ft.
At elev. 48.00 Ft; Vol= 347529 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 477274 Cu. Ft.
At elev. 50.00 Ft; Vol= 472581 Cubic feet (start pumping)
Seasonal high water table elevation is 44.80'Feet, which must
be lower than the elevation of top of treatment volume 48.00
DESIGNED BY:
DATE: �L- 3j-14
APPROVED BY:
DATE: R_
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

U. S. Department of Agriculture
Soil Conservation Service
- NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner WILLIAM POWELL .__ County SAMPSON
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 11-30-93
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. ME Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. t. t. Ft.
1
100 WOODLAND : NONE
2 .
:
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
LIFE OR DAMAGE PUBLIC TRANSPORTAION. Awl T� 10GA.Irn ApPRnx_ 1p�n' FgOM SR 1108
AND 100' FROM WILDCAT CREEK.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) A
Dam Classification (I, II, III, IV, V) IV
By JASON TURNER AGRI. COST SHARE TECH. Date 2-23-94
name t t e
Concurred B OA rh S Date ---n-opr q
name ti e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS• ENG•S36
RN• 5.70
I �-) ! 5's
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
A. SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
PHOTO •
CROPLAND-ACRESWATERSHED AREA MEASUREMENTS
•,. r • ;i*Mll . • r
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS
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BORJNG
Make and Uit dam -site and sulthpou borings first- them ponded area and borrow pit borMart-separom with vatical red line.
fCanfinued an back whrm necessary) Show mmler table cievamons on dam-jitv 606nos.
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t
FILL
t
AVERAGE GROU`!D
VARIABLE t
SANDY MATERIAL `
NO C LAY SIC
1.5 FEET THIC
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATIOiN DUE TO LINER:
TYPICAL cwssS_SBCTION OF
LAGOON CONSTRUCTION WITH
PARTIAL CLAY LINER
1.5FE T THICK CLAY LINER 1
(MINIMUM) �
i FILL
AVERACE GROUND
EXCAVATE THIS AREA AND VARIABLE SANDY MATERIAL
BACKFILL WITH CLAY + NO CLAY
\ ---
EXCAVATE
1-5 FtET THICK
CLAY LINER
SANDY CLAY -CLAY
ID90
AVERAGE DEPTH TO CLAY -- q�X 1-5 FEET THICK X DISTANCE - 6S4O CUBIC FEET =ya _CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS
ROTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1-5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width a-
- - 1
Pit
Settled Top Elevation sal.
Pipe Invert Elevation
Sol,
t 1 SS
1 i SS -_J_ SS 3 : j
TREATHM
LAGOON
Depth = �_
" Pipe (weeds to be adequately
supported)
r
Bottom Elevation
NOTE: RIP -RAP, FLEXIBLE PIPE -OR OTHER SUITABLE MATERIAL MILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: WILLIAM POWELL Date: 2-23-94
County: SAMPSON
Address: HARRELLS
ti
11 Of SLOPE -It* I /
/
AVE. TOP ELEY. /off,
.o
_..�--_illo SECTION /moo
Ott
irt. NOTION ELEY.
r
_ LENOT►I
(S" back for VOW" ealcuiKianr)
Use of facility:
Capacity: 3884170 _G llons ,g19274 _ F't3
Soil Type:
RQQ—
Bench Mark Description, _nl CA EU ,A2PRnx _ _4nn I FRnM STATTnN. n+nn .
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max. Flow Depth
Frsaboard
Top of Dam
ASSUMED TBM
81w. 41 n
Elev.
{+}
Ft.
Elw.
Elev.
(+)
Ft.
Elay.r;p n
ELEV. 50.0

44
4"A
AV 1,
rw
- vs.

X 3NOZ
x 3NOZ

em
r
Ile
C �e�
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WASTE UTILIZATION PLAN
FOR
WILLIAM POWELL
BOX 26
HARRELLS NC 28444
February 15, 1994
Your animal waste utilization plan has been specifically
developed for your 2580 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
------------_--------------------------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
2580 FEEDER TO FINISH 3700 9546
--------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
FIELD
SOIL
ACRES
CROP CROPCODE
7110
1
BOB
10.79
HYBRID BERMUDAGRASS HAY
BH
7110
----------------------------------------------------------------------------
2
BoB
9.21 HYBRID BERMUDAGRASS HAY BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL_N *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY BoB 6 TONS 300 0 140 - 160
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
CROP
WASTE APPL
TYPE
WASTE N
COMM N
MONTHS TO APPLY
TRACT
FIELD
CODE
METHOD
WASTE
LB/AC
LB/AC
ANIMAL WASTE
7110
1
BH
IRRIGATE
SWINE
300
APRIL TO-OCT
7110 2 BH
IRRIGATE
SWINE
300
APRIL TO OCT

The acres, crops, and application method shown in the
accommodate approximately 2608.6 animals of the type
If more commercial fertilizer is used than is shown i
additional acres of land will be needed. A 3 - 15 fe
grass filter strip should be seeded along all ditches
'receive animal waste.
ADDITIONAL COMMENTS
preceding tables will
shown in Table A.
n Table D, then
et wide permanent
in fi!lds that
Prepared by: Title
Concurred in by: Date r 7
oducer

itMM WrwTZ2 sm USDA -SOUL CONSERVATION SERVICE
dssAMWIrr OF CONSMtVATtON 303-D EAST ROWAN ROAD
AMMULTURE SMVICE CLINTON, NC 28328 -
ATTENTION: PERSONS CONSIDERING A NEW OR EXPANDED CONFINED
SWINE OPERATION
The North Carolina Division of Environmental Management requires that any new or
expanding swine operation, exceeding 250 confined animals, meet minimum Soil
Conservation Service standards for storage, treatment, and management of the waste
before animals can be stocked. This requirement is for operations that are new or
expanding after January 1, 1994.
Before stocking animals, the producer must have a certification from a technical
specialist stating that the operation meets the minimum guidelines. Currently, all
registered professional engineers have been designated as technical specialists as has
local Soil Conservation Service personnel with engineering job approval authority.
Other technical specialists will likely be designated by the NC Soil and Water
Conservation Commission in the near future.
WHAT DOES THIS REQUIREMENT MEAN TO THE NEW OR EXPANDING
SWINE OPERATOR?
New and expanding operations will have to meet minimum SCS requirements for
storage, treatment, and management of waste before animals are stacked. SCS has
always encouraged producers to meet these standards but legally, producers were not
required to meet the standards according to any time frame. SCS standards and
specifications require the following items be completed before certifying that an
operation meets the standards:
1. The waste treatment lagoon must be designed and constructed according to
current guidelines contained in Section 4 of the SCS Field Office Technical Guide.
This includes proper grading, excavation, and lining of the lagoon. It also includes
seeding and mulching the lagoon prior to certification.
2. The waste management plan must be developed according to the SCS Technical
Guide. This plan will address the proper management of the waste including treatment
of the waste while in the lagoon and proper irrigation of the waste cm crops. The
irrigation plan will be based on the crops grown by the producer. The acres needed to
apply the waste will be dependant on soil types, crops, irrigation equipment, storage
capacity of the lagoon, and management.

NAME, WILLIAM POWELL
1 LINE:
1
2
3
4
5
6
7
8
9
+--------+--------*--------+--------i--------*--------•-----------------
1 47.71
47.81
48.01
48.01
41.01
41.01
47.71
4-----------^------
0.01
0.01
0.01
----------
11
42541
----------
11
47701
+--------+--------+--------+--------+--------+--------+--------i--------+--------+--------r
21
48001
21
95601
1 891
1001
2g01
2881
2651
1101
891
01
01
01
31
96001
31
138241
+--------+--------*--------+--------+--------+-----------------+--------+-^-^----*--------+
41
118081
41
127201
51
108651
51
45101
61
52471
61
36491
71
01
71
a1
81
01
81
01
91
01
91
a1
+--------+
1
+--------*
465741
----------
1
----------
490331
+--------*
1
12291
2 LINE:
----------
1
2
3
4
5
6
7
8
9
---------+--------*--------+--------*--------+------------^----+----^--^+----^^--------^--+
-
------- -+
----------
1 48.01
48.21
48.31
48.51
41.01
41.01
48.01
0.01
0.01
0.01
11
42421
11
48001
*----_--_+^-^-----+--------+--_____-+-^------+--------+--------+--------+--------+---------
21
48301
21
96401
1 88l
1001
2001
2891
2651
1101
881
0l
of
Of
31
97001
31
139591
+--------+--------+--------+--------+--------t--------+-----------------+--------+--------♦
41
118491
41
128531
51
108651
51
45101
fit
52801
61
36081
71
Ol
71
01
el
of
al
of
91
01
91
01
+--------+
1
+--------+
467661
+---------
1
i^--------
493691
--------+
1 1302)
3 LINE:
----------
1
2
3
4
5
6
7
B
9
+-----------------+--------+--------+--------+--------
1 49.11
49.21
49.61 49.61
41.01
--------+--------+--------+--------t
41.01 49.11
0.01
0.01
0.01
+--------+
11
40841
*---------
11
49101
+--------+--------+--------+--------+-------------
---t--------*-----------------+---------
21
49601
21
98401
1 831
1001
2001
2921
2651
1101
831
01
Ol
0f
31
99201
31
144831
*---^----+--------*--------+--------+--------+--------*-----------------------------------1
41
119721
41
131441
51
10B651
51
45101
61
54011
61
34031
71
01
71
01
81
01
B1
0}
91
0l
91
01
*--------+
1 472021
*--------+
+---------
1
+--^------
50290#
+--------t
1 15441
+---------

U.S.' LEPT OF AGRICULTURE
SOIL, CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EXCAVATION
NAME: WILLIAM POWELL
ADDRESS:
--------------------------------------
I STA.1 END AREA IE.AREA SUM OF I DIS. VOOUB
LE
UMN
+----+------+-------+-----+----------+
1 35 0------+-----+---------+
1----+------I -� 1229I 21I 25609I
21 561 12291 ---+-----+----------+
+----+------+ 24581 441 1081521
31 1001 1229-------+-----+----------+
+----+------ 25311 1001 2531001
41 2001 1302-------+----_+_------_-_+
+----+------* 28461 130I 369980I
51 3301 15441-------+-----+----------+
+----+------+ 1.5441 11 15441
61 3311 OI-------+-----+----------+
+----+------+ 01 -331I 01
71 01 01-------+-----+----------+
+----+------+ 01 01 01
81 01 01-------+-----+----------+
+----+------+ 01 Of 01
91 01 OI-------+-----+----------+
+----+------+ 01 01 01
101 01 01-------+-----+----------+
-----+------+ 01 01 01
11l 01 01-------+-----+----------+
+----+------+ 01 OE OI
121 Of 01-------+-----+----------+
+----+------+ 01 01 01
131 01----01------------------------
+----+-
141 01 01-------+-----+----------+
+---+------+ 01 01 01
151 01 - OI-------+----+------------+
+----+------+ OI 01 01
161 01 01-------+----+----------+
+----+------+ 01 01 01
171 01 01 ------+-----+----------+
+----+------+ 01 01 01
181. OE OI-------+-----+----------+
-----+-----_+ 01 01 01
191 01 01-------+-----+----------+
+----+------+ 01 01 01
201 01 01-------+-----+----------+
+----+------+-------------+----------+
TOTAL I 7585851
+-------------------------+----------+
DOUBLE VOL /2 = 379293 CU. FT.
VOLUME = 14048 CU. YDS.
COMPUTED BY Jason Turner DATE 2-21-94

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

W11TR S 11�$ D
nO1V
Ai+t:T�=: f919
N�n.Disark;rge pe
rotting
Producer: �►l:ll=.ate �ow�� 4 r �,,,`
Location: AAcLRrJys
Telephone: S3-L _ Olto
Type Operation: ri clEck- - 4,,- F;
Number of Animals: 2.4or,
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
spe,cia.lpreeautions, 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 runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drifl
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 dr
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will couserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for thus type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
Proper sampling teclutiques, preparation, and transfer of waste samples to the lab for
analysis.
T1iis waste utili7ation Plan, if carried out, meets the requirements for compliance with 15A
Wl- A r 'Ir r n-I I '? „innfrr{ #iv rlfr Fnvirnnr ,cntal Mnnarcnicnf Cornrnis.eion

a� :X+er:. 51
(mount of Waste Produced per _Year gallons (13, tons. etc.
4'.J%
zfoo animals Xj.l_(a".) waste/animal/year = 1/S6e (eint) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
zwanimals X2 31bs. PAN/animal/year =s'sto lbs. PAN/year. (PAN from N. C. Tech.
Guidry-Std. 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
' This N is front animal waste only. If nutrients front other sources such as contniercial
fertilizer are applied, they Hurst be accounted for. N must be based on realistic field
expectation.
NOTE: The applicator is cautioned fhat P and X may be over applied while meelinp the N
requirements, Beginning in 1996 the Coastal Lone Manapen#ent Act will require farriers in
some eastern counties of North Carolina to have a nutrient nranapentenf plan that addresses
all nutrients. This plan only addresses Nitrogen.

Table 1: ACRES OWNED BY PRODUCER
Tract Field soil Crop Lbs. N Acres .. Lbs. N Month of
No. Type Per Ac. 4 :UtilizcZ licatioii
A

.............
Table 2: ACRES WrM AGREEMENT Oft LONG TERM LEASE
(Agreement with adjacent Iandowner must be attach
(Required only if operator does not own ;
adequate land [see Required Specification 21)
Trao6 Field Soil Crop Lbs. N Acres Lbs. N Month of
' See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 15, I._ '>t� (&,3,0
Table 2 Z , R40. a
Total Z 4ri4.1.o
Amount of N Produced 5 Sw .o
Surplus o efici t z..-� Q
NOTE: The baste Utilization Plan must contain provisions for periodic land
application of slit dge at agroetomic rates, The sludge will be nutrient rich and will
require precautionary measures to prevento ver application of nutrients or other
elements.

s
M........ . . . . .
See attached map.showing the fields to be used for the utilisation of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
T'ffiS TABLE IS NOT NEEDED IF WASTE IS NdT BEING APPLIED BY IRRIGATION. riOWEVER A MAILAR TABM - WILL
BE NEMDED FOR DRY LrrM OR SLURRY.
Your facility is designed forR"a days of temporary storage and the temporary storage
must be removed on the average of once every �- --^MO=S. In no instance should
the volume of waste being stored in your structure exceed Elevation a
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to, applying the waste.
Narrative of operation: Coa s-� a �riaw,�n�lq irj f �ab is N

'InAr, X41
WASM=rZATLON PLAN AGREEMENT
Name of Farm:_ r w �Tz
OwmrlManager Agreement
I (we) understand 'and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters ofthe state from a storm event less
severe than the 25-year, 24-hour storm The approved plan will be flied on -site at the
farm office and of the office of the local Soil and Water Conservation District and will be
available for review by DEM upon reques.
Name of Facility Owner: _ : �� . A.,-- u
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) G-q
Affiliation:
Address (Agency): d
A (Lr, vL k
`Z
Signature: Datc: �s

• "iwA��i `lJ
"1C11��YYr' �Y
REQUMED SPECIFICATIONS
.1. Animal waste shall not reach surface waters of the state by runofl drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2.. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate Iand on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a Iandowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of wilization,
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, h.istoricaI data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for -other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (R.MS)
or an Alternative Conservation System (ACS).' If an ACS is used the soil Ioss shall be
no greater than 10 tons per acre per year and appropriate filter strips win be used
where runoff leaves the field. These filter strips will be in addition to "Duffers"
required by DEM. [See FOTG Standard 393 - Fitter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
vicorporated ou conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a -season prone to flooding. (See "Weather and Climate in North
Carolina" in the Technical Reference - Environment File for guidance.)

REQUIRED SPECIFICATIONS
(continued)
7, liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application -
Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. AnimaI waste $hall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the Ieaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these -soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied.closer than 100 feet to wells.
13. Animal waste Shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. AnimaI 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
wetlands provided they have been approved as a laud application site by a "technical
specialist". Animal waste should trot be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.

Y 1 9- r MG)
'� P- ' - :r -
REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. ,Lagoons and other uncovered waste containment structures must maintain a maximums
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(Iagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees,. shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms.
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If aoimal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

WASTE U'I ILi?ATION AGREEINT
(Needed only Ijad i lonal land has to be leered, ere.)
I, hereby give permission to
apply anima] waste fromhis Waste Utilization System on acres of my tared for
the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or Crops. I also understand
that the use of waste will reduce my need for commercial fertilizer.
:x
Adjacent Landowner:
Waste Produc.r:
Technical Representative:
Date:
Date:
Date:
SWCD Representative: Date:
Term of Agreement: 19 to _ 20
Minimum of 7'en Yecrs on Cost Shared Items)
(See Required Specification No. 2.)

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
RECEIVED
WMER Q'J OY, SEC110N
sus 49,1999
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take. ,
7 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
►,M
L
A
E
Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam,
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows oAhe lagoon immediately.
d. Call a pumpin contractor.
e. Make sure no urface water is entering lagoon.
Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge,
d. Repair all leaks prior to restarting pumps.
Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
Leakage from Base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sunip or ditch from the embankment to catch all
seepage, put in �-3 submersible pump, and pump back to lagoon.
b. If holes are causal 4 animals, trap or remove animals and fill
holes and compact with a clay type soil.
c, Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property}?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your bwo regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone: 7io . IS L _ 4ln'0 - -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) , f
a. Name:A� GA
b. Phone: q/a-SSL- 4n zz,�
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
fuQuid Systems)
Flush Gutters Accumulation of solids
KF7ush system is designed and operated
sufficianUy to remove accumulated
so s from putters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, setUino basins end
pits where pest breeding is apparent to
rttirtim1rize the crusting of solids !o a depth
of no more then B-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation aintsin vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems) _
Feeders Feed Spillage (4-6esign, operate and maintain road systems (e.g.,
bunkers and troughs) to mirumize the accumulation
of staying wastage.
( lean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15.30 day Interval during winter).
Feed Storage Accumulations of feed residues Reduca moisture accumulation within and around
,',nimol Holding Areas
.'JC' rlovernGei I I . 1996
irrvnediate 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
p oducts).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Accumulations of animal wasias (-nliminate low area that trap moisture along fences
and food wastage and other locations where waste accumulates end
Za disturbance by animals is minimal,
ointain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up eccumulatad
solids as needed).

pry Manure Handling Aoaurnulsttone of animal wastes KAemove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 1 S-30 days interval during
winter) where manure Is loaded for lend application
or dispoeaJ.
{) Provide for adequate drainage around manure stockpiles.
(1 Inspect for and remove or break up accumulated wastes
In filter stripes around stockpiles and manure handling
areas as needed.
The issues chocked () portain to this operation. The landownerAntogrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Rost Management Practices have boon reviewed with me,
u more information contact the Cooperative Extension Service, Department of Entornology, Box 7613, North Caroline State University, Raisigh, NC
69S-7613.
•.tIC--JJnvorntJar 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause UMP's to Minimize Odor Site Specific Practices
Farrnstaad Swine production ( Vegetative or wooded buffers;
1 -A*commanded best management
practical;
(4-16'ood judgment and common sense
Animal body surfaces
Floor surfaces
manure -covered animals
Wet manure -covered floors
( ) pry floors
(1 Slotted floors;
( `}Waterers located over slotted floors;
1- (aeders at high and of solid floors,
f'T Scrape manure buildup from floors;
(1 Underflo0r ventilation for drying
Manure collection pits thine H'Frequont manure romovnl by flush,pit
recharge,or scrape
Parital mlcorbial decomposition C40nderfloor ventilation
Ventilation exhaust fans Volatile gases; Fen maintenance;
Dust (,f`tt►tcient air movement
Indoor surfaces Dust L-11vet hdown between groups of animals
Feed additives;
, FFeodor covers;
r Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon
ush tank covers
liquid whiles tanks are filling
( } Extend fill lines to near bottom of
tanks with anti siphon vents
Flush alleys Agitation during wastewater
1 nderfloor flush with underfloor
conveyanance
ventilation
,'it recharge points Agitation of recycled lagoon
( xtend rechard lines to near bottom of
liquid while pits ere filling
pits with anti siphon vents
Jft stations Agitation during sump tank filling
and drewdown
( ) Sump tank covers
)utside drain collection Agitation during wastewater {- BOX covers
,r junction boxas conveyance
nd of drainpipes at lagoon Agitation during wastewater (4xtand discharge point of pipes
underneath lagoon liquid level
ngoon surfaces Volatile go$ emissions
Biological mixing
Agitation
;potion sprinkler nozzles High ptassura agitelion
Wirut draft
tOc.-rtovamber 1.1, 1996
WProper lagoon liquid capacity
t'f corroct lagoon startup procedures
(Minimum surface Brea -to -volume ratio
Lkfvlinimum agitation when pumping
I M Mechanical neration
I ) Proven biological additives
Klrrionte on dry days with little or no wind
t 1 rnimum recommefuJod operation pressure
f-1 pr Mr)inteks near Iegoon liquid surface
Pump from sacond-staga lagoon

Storage tank or basin Penis: microbial decomposition I I bottom or "dfavot loading
surface Mixing while filling (} Tank covers
Agitation when emptying I I basin surface mats of solids
( J Proven blological additives or oxidants
Settling basin surface Partial "cobial decomposition O Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (► Remove settled solids regularly
Menurs, slurry or sludge Agitation when spreading
spreader outlets Volatile gas amissions
( J Soil injection of slurry/sludgas
( I Wash residual manure from spreader after use
I ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions white drying { I Soil infection of slurryleludges
or sludge on field surfaces (} Soil incorporation within 48 hours
( } Spread In thin uniform layers for tepid drying
( ) Proven bioloQical additives or oxidants
Dead animate Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition { I Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pill
Incinerators Incomplete combustion { I Secondary stack burners
Standing water around Improper drainage 4, Grade and landscape such that water drains
facilitias M[croblel decomposition of away from facilities
organic matter
1,1anurs tracked onto public Poorly maintained access roads ( arm access road maintenance
roads from farm access
4dditional Information; Available From:
wine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
;wine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
',wine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
;wine Production Facility Manure Management: Underfloor Fluse-•Lagoon Treatment; EBAE 129.88
NCSU-BAE
egoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
:n6bration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
:ontrolling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
nv:ronmantel Assuranc Program: NPPC Manua!
NC Pork Produces Assoc
;,[ions for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
:,risance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
Florida Cooperative Extension
lie issues checked ( i pertain to this operation, The landowner integrator agrees to use sound judgment in applying
for control measures as practical.
crlify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature}
'.irC��rJoVem6er 11, 1976

MORTALITY MANAGEMENT METHODS -
(check which method(s) are being implemented)
f } Burial three foot beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( Rendering at a rendering plant licensed under G. S. 1 06-Z 68.7
( ) Complete incineration
( 1 In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( } Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for ceffilication Training for Operations of Animal Waste Management Systenrs Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste' management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1, separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Identified problems should be corrected promptly. It is advisable to inspect'your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the Ievel of the Iagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
}
SUirtup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
Iiquid volume. This seeding should occour at Ieast two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function, Flush systems that wash waste into (lie lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or 'jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
System maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which conics from your Bushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity setting of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will.
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
,:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. if you sec soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to Iand with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. Its with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
• of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are � safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid Ievel below groundwater
table.
NOTE: If Igoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

DENS FRO.
A&ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
September 21, 2012
Kenneth N. Moore, Jr.
Wyne Creek Farm
P.O. Box 1
Harrells, NC 28444
SEP 16 2012
Subject: Certificate of Coverage No. AWS820317
Wyne Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Kenneth N. Moore, Jr.:
DWQ
Dee Freeman
Secretary
In accordance with your Notification of Change of Ownership received September 20, 2012, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to Kenneth N. Moore, Jr.,
authorizing the operation of the subject animal waste management system in accordance with General
Permit AWG100000,
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Wyne Creek Farm, located in Sampson County, with a swine animal capacity of
no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 2400 Boar/Stud.-
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS820317 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pgy careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keepingforms.
orms.
1636 Mail Service Center, Raleigh, North Carolina 27699.1636
Location: 512 N, Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internal: www,ncwateroualilv.org
Npo ehcarolina
Natura!!u
J
An Equal Opportunity ti Affirmative Action Employer

Ifi your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 190 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa,gov/er/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be- reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Charles Wakild, P.E.
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ces)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS820317)
AFO Notebooks

<6�--317
FRO
Nutrient Management Plan For Animal Waste Utilization
06-26-2001
This plan has been prepared for:
William Powell Farm # l
William A Powell
484 Tomahawk Hwy
Harrells, NC 28444
910-532-4410
This plan has been deve709"t-FA*7MWq:Gft0MC6
Billy Houston EII'F"
Hygro, Inc 5 no
441 Cabin Street
Pink Hill, NC 28572
910-298-5426
DevelojWr Signature
KLCEIVED 14ENR I CWQ
Type of Plan: Nitrogen Only with Manure Only AQUIFFR'PRnTPr,-n0N SECTION
MAR 2 4 2009
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan far the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
f /� -7 l
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
......................... - - - - - ...... ............. .-.... -
904827 Database Version 1.06 Date Printed: 06-26-2001 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2224800 gals/year by
a 2400 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 da s.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5127
Incorporated
8%06
Injected
9697
Irrigated
1 5573
Actual PAN Applied
Year 1 15940
Notes:
In source ID, S means standard source, U means user defined source.
....................................................................................................................... ......... ..............._......... ...._......................._ ..._.__..-.......
904827 Database Version 1.06 Date Printed_ 06-26-2001 Source Page 1

Narrative
THIS WASTE PLAN HAS BEEN WRITTEN BASED ON AN IRRIGATION DESIGN DONE BY MR
BILLY HALL CERTIFIED IRRIGATION SPECIALIST.
"THE "AVAILABLE WASTE STORAGE CAPACITY'S" CHART MAY NOT NECESSARILY
ACCURATELY REFLECT THE AVAILABLE DAYS OF STORAGE IN THIS LAGOON.
***THE PAN USED FOR BERMUDA WAS TAKEN FROM THE WUP WRITTEN BY MR HANK
GAY.
--------- - ------------ --------------------------- ............................................... I ....................... - .......... ...........................---- ........ —
904827 Database Version 1.0 Date Printed: 06-26-2001 Narrative Page I

he Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimated the number of acres of
Copland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
quirements, and proper timing of applications to maximize nutrient uptake,
his table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each
dd in order to supply the indicated quantity of nitrogen from each source is also included
balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization ofthe
.anure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply
.are or less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced
1 the facility, the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during
e planning period.
epending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
ilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of
limal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
taste Utilization Table Year I
lied
Field
Source
I.D.
I Soil Series
Tatal
Acre
use.
Acres
Crop
RYE
RYE
Lhrt t
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Cora n.
Fat,
Nutrient
Applied
Rea
(lbs/A)
I N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manua
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000
gai/A
toms
1000 gals
torts
t 1I11
i
S7
Blanton
3.9
3.9
1 Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
10.0
0.0
38.9
0.0
11111
1
S7
Blamon
3.9
3.9
u Ray
4.5
Tom
VI-9r30
+ 225
0
0
Irrig,
225
89,9
0.0
350.3
0.0
t l i 11
2
S7
Blanton
8,0
8.0
mall Grain Overseed
1,0
Tone
10/1-3/31
50
0
0
Irrig,
50
20.0
0.0
159.7
0.0
11111
21
S7
Blanton
8.0
8.0
dagrass Ha
45
Tom
3/1-9/30
• 225
0
0
Mill,
225
1 89.8
0.0
718.6
0.0
t1111
3
S7
Blanton
6.4
6.4
mall Grain Overseed
1.0
Tons
10/1-3/31
501
0
0
I Iffig,
50
20.0
0.0
127.7
0.0
[till
3
S71
Blanton
6.41
6.4
udagrass Hay
4.5
Tans
311-9130
+ 2251
01
0
1 Irri&
1 2251
99.8
0.01
574.9
0.0
Hill
4
S71
Blanton
3.31
3.3
mall Grain Overseed
1.0
1 Torn
10/1-3/31
1 50
0
1 0
I brig
1 501
20.01
0.01
65.9
0.0
till)
4
S71
Blanton 1
3.3 1
3.3
Oennudagrm Hay
1 4.5
1 Toes
311-9130
1 - 2251
01
0
1 Irrig
2251
89.8
1 0.01
296.4
OA
-------- -------------------------------- .... --..................... .....-. ......... .......... ---­--...... ......... ............ ......................... .------------- -----.......----......_.-_........-------------------------------------...... .........-_........ ---...... ...---... ---....--..........-_ .......----
14827 Database Version 1.06 Date Printed: 06-26-2001 WUT Page 1

taste Utilization Table
Year 1
ad
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
CInv
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fat
Nutrient
Applied
Res.
(I)slA)
Iv
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Mmntre
Applied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
ibs/A
1000
pLIA
tans
1004 gals
low
Laf
Don Liq
jids
Total
Uplied. I
Tans
2,332
Teas! F
Vdaced, 1400
gillons
7,225
idw
onons
-tos
11Fe Sclids
Total
tons
0
Taal
tons
0
tons
0
N
: 1. 1
the ftd
column, symbol - r
=m I
owned
2
Symbol •i
=n user
....... ............ _-......-....-....-......_..-.....- - _.....- - ....._........_...._....... - ....-..---------------.-.........---..._----•------•----------- --------------
14827 Daiai?ase Version ] .Ob Date Printed: 06-26-2001 WUT Page 2

The Irrigation Application Factors Far each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
soil series
Application Rate
(mrtbslh—)
Apptication Amount
(inches)
11111
1
Beaton
0.75
0.49
11111
2
Blanton
0.75
0.48
11111
3
Blanton
0.75
0.48
11111
14
1 Blanton
1 0,751
0.48
I-- ---------.-.....----......................................................................... ......................... -- -....... ........... _-- ...........................
...
904827 Database Version 1.06 Date Printed: 06-26-2001 IAF Page 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates, In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied On sites vulnerable to
surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous
levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application hate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Cann 120 bu
1501
13,161 30.091
60.171
90.26
Flay 6 ton RYM
300
2 - 6.321 15.04
30.09
45.13
Soybean 40 bu
1601
14.04 28-21
56.411
84,62
_............................ ......... .; -� . .... _... I ........ ..•-•---------......... -..------............... ...... ......................... ..-.-.....-................_........._....--.--..--�-......
904827 Database Version 1.06 Date Printed: 06-26-2001 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number ot-days of storage
capacity available at the end of each month of the plan Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Nance
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 15
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
88
1
2
71
1
3
99
1
4
114
1
5
128
1
6
146
1
7
163
1
8
177
1
9
180
1
10
161
1
11
140
1
12
118
* Available Storage Capacity is calculated as of the end of each month.
904827 Database Version 1.06................... .................. -
06-
Date Printed: --........................ ._...-26-2001 Capacity Page 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
..................... .............. ........ .------ -........ .............................................. ...._....._.........._..----..-...........-.-.....----..--.----.---.-----.--... .....................
904827 Database Version 1.06 Date Printed: 06-26-2001 Specification Page l

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from'a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
.. ...... ...--- ...................... ......------- .................... -----.............. --- ......... -............................................. ---- .................. ..-.-.........
904827 Database Version 1.06 Date Printed: 06-26-2001 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
- - 8 4----............ ................ . ...-... .......---..._..__.. - _..........-.-..
90�182T Database Version 1.Ob Date Printed: Oft-2i -N66. Speci 6o-n'. Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-.....................................................................................-----.............-_...............:-- ..........-...--.--......-...........-........._..._-.....-...........--...--.....-.-...---
904827 Database Version 1.06 Data Printed: 06r26-2001 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3, Q
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bulac in 1.5' to 2' rows spaced l' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 1, 2, 3, 4
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 busheWacre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lba/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
....--� .................................................................. .................................................... ......-............. --....... --------- -........-.--.............. -..... ......
904827 Database Version 1.0 Date Printed: 06-26-2001 Crop Note Page 1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004
OCT 15 2094
William Powell
Powell Farm L0ENR-FAYEW1LEREGI0NAL0FRCE
3635 Tomahawk Highway
Harrells NC 28444
Subject: Certificate of Coverage No. AWS820317
Powell Farm
Swine Waste Collection, Treatment,
Storage and. Application System
Sampson County
Dear William Powell:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 24, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to William
Powell, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC NumberAWS820317 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Powell Farm, located in Sampson County, with an animal capacity of no greater
than an annual average of 2400 Feeder to Finish swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Pleasepay careful attention to the record keppina
and monitoring conditions in this permit.
Aquifer Protection Section -- Animal feeding Operations Unit one
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 Noah Carolina
Phone: [phone] FAX:919-71M5881 Internet: h2o,enr.state.nc.us � �ys��I�
An Equal Opportunity/Affirmative Action Employer -- 50% Recycled110% Post Consumer Paper i/ 1

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need -to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in -this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
v
d� - ZY_
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820317
APS Central Files

NCDENR
North Carolina Department of Environment and NaturaT Resources
Michael F. Easley, Governor
January 10, 2002
CERTIFIED MAIL
RETURN RECE111T REQUESTED
Mr. William Powell
484 Tomahawk Highway
I-Iarrells, NC 28444
SUKIECT: NOTICE OF DEFICIENCY
Powetl Farm
Facility No. 82-317
Sampson County
Dear Vlr. Powell:
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
You are hereby notified that, having been permitted to have a non discharge permit for the subject animal
waste disposal system pursuant to 15A NCAC 21-1 .0217, you have been found to be in violation of your 21-1 .0217
Permit.
On December 12, 2001, staff from the Fayetteville Regional Office of the Division of Water Quality
conducted a routine compliance inspection of the above referenced farm in.Sampson County. The inspection
revealed an overapplication of nitrogen on pull ##4-10 by 7.17 pounds per acre and slight overapplications on pulls
#2-5, 3-6, and 3-7 for last years small brain overseed. This is a violation of the General Permit issued to this
facility under Section II., Operation and Maintenance Requirements, Number 4., which states: "[_and application
rates shall be in accordance with the CAWiM1P. In no case shall land application rates exceed the Plant Available
Nitrogen rate for the receiving crop or result in runoff during any given application."
The Division of Water Quality requests that the following items) be addressed:
4
1. Avoid overapplication ofnitrogen either agronomically or hydraulically.
Failure to comply with the above conditions may result in the facility losing its General Permit and being
required to obtain an individual non -discharge permit for the facility.
Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement
actions for this violation or any past or future violation, furthermore, the Division of Water Quality has the
authority to levy a civil penalty of not more than S25,000.00 per day per violation.
225 GREEN STREET -SUITE 714 / SYSTEL BUILDING 1 FAYETTEVILLE, NC 29301.5043
N-IONE(910)486-1541 FAX[phone] WWW.FNR.S"rA'rE-.NC.IJS/ENIZ,
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER-50% RECYCLED/10% POST CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

Mr. Powell
l -10-02
Page 2
If you have an explanation for this violation that you wish to present, please respond to this office by
.Ianuary _2.5, 2001. If you have any questions concerning this matter, please do not hesitate to contact me at (910)
486-154I.
Sincerely.
r�
M. I aul Shern�an
Environmental Engineer
Cc: Sonya Avant -Compliance Group
Trent Allen-DSWC Fayetteville Office
Wilson Spencer -Sampson Co. NRCS
Central Files -Raleigh

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
4 Kerr T. Stevens, Director
William Powell
Powell Farm
484 Tomahawk Hwy
Harrells NC 28444
Dear William Powell:
AIL"_ V V
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONME Pf0- f V CES
March 26, 1999
MAR J 0 1999
FAYETTEVILLE
REG. OFFICE
Subject: Certificate of Coverage No. AWS820317
Powell Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on January 19, 1999, we are forwarding this
Certificate of Coverage (COC) issued to William Powell, 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 Powell Farm, located in Sampson County, with an animal
capacity of no greater than 2400 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. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] . FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820317
Powell Farm
Page 2
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact JR Joshi at [phone] ext. 363.
Sincerely,
C•
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

9
State of North Carolina
Department of Environment and Natural Resources R�LE1V E�
Division of Water Quality tNr�1� ouNJJYSE�-fON
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 1 m 1 9 i9 99
General Permit - Existing Liquid Animal Waste Operad s
1`�on-itisclatg® PamfOng
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
I
I .I Facility Name: Powell Farm
1.2 Print Land Owner's name: William Powell
1.3 Mailing address: 484 Tomahawk
City, State: Harrells NC
Telephone Number (include area code): 532-4410
1.4 County where facility is located:
Zip: 28444
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified):
Farm Location: Turn west off 421 on to 41, go 1.2 miles to 411 go 4 miles turn right on dirt path ao .4 miles to farm.
I.b Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): J&K Farms, Inc. J&K Farms
1.8 Date Facility Originally Began Operation: 01/01/89
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82� (county number); 317 (facility number).
2.2 Operation Description: Swine operation
>— e-de'r to Finish
2400- Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) rurkey
Farrow to Feeder {# sow)
Farrow to Finish {# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98
Page 1 of 4 82 - 317

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 25.00 Required Acreage (as listed in the AWMP):_
2.4 Number of lagoons/ storage ponds (circle which is applicable): t
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? I 1 p 13
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the f6flowing required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3A The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 82 - 317

Facility Number: 82 - 317
Facility Name: Powell Farm
RE�4�rE©
4. APPLICANT'S CERTIFICATION: ra�,�1 1999
s(Land Owner's ds&iwocL itlQoitn 12 ), attest that
this application for tQtl �, fAlLjkx (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 etur to me as i -om te.
Signature M Date /r_ q�
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if ali required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 317

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98)
Adwille Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28901
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wacbovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27899
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
r umtuck
Perquimaos
Dare
Pitt
Gates
Tyrrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
39W Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrvs
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duphn
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Satem, NC 27107
[phone]
Fax [phone]
Alarnance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E S/28/98 Page 4 of 4

ROY COOPER
Gowrrw
MICHAEL S. REGAN
S--WY
UNDA CULPEPPER
Black River Farms, LLC
Wayne Creek Farm
PO Box 1
Harrells, NC 28444
Dear Black River Farms, LLC:
NORTH CAROLINA
EwLroWernft1Q=UfY
November 9, 2018
RECEIVED
Nov 19 2018
OEO-FAYETTEVILLE REGIONAL OFFICE
Subject: Certificate of Coverage No. AWS820317
Wayne Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your November 5, 2018, Notification of Change of Ownership, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Black River Farms, LLC, authorizing the
operation of the subject animal waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the continued operation of the existing animal waste management system
including, but not limited to, the management and land application of animal waste as specified in the
facility's Certified Animal Waste Management Plan (CAWMP) for Wayne Creek Farm, located in
Sampson County, with a swine animal capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 2400 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2019 and shall hereby void
Certificate of Coverage Number AWS820317 dated October 1, 2014. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as specified
in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of animals
authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and
must be completed prior to actual increase in either wastewater flow or number of animals.
jgAFWE---)
North Carolina Department of Environmental Quality I Division of Water Resources I AFOGW Section
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.9129

Please read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation.of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per MRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You may
find detailed watch/warning information for your county by calling the Wilmington, NC
National Weather Service office at [phone], or by visiting their website at: www.weather.gov/ilm/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
may be reached at [phone]. if you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
A
for Linda Culpepper
Interim Director, Division of Water Resources
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
AFOGWS Central Files (Permit No. AWS820317)
Murphy -Brown, LLC
North Carolina Department of Environmental Quality I Division of Water Resources IAFOGW Section
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.9129

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