090073_CORRESPONDENCE_20171231

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
MEMORANDUM
4 0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 18, 1998
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sonya Avant ba
SUBJECT: Notification of Facility Number Change
RECLZ,q �� D
NAR 2 4 1998
AYL
REG. OFFICE
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 09-154 was combined under facility number 09-73. Facility number
09-154 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext 571.
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

Wayne Howard, Jr.
Green Sea / Sir George
155 Green Bridge Road
Garland NC 28441
Dear Wayne Howard, Jr.:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Alan W. Klimek, P. E., Director
Division of Water Quality
OCT 15 2004
DENR-FAYEMLLE REGIONAL OFRGE
Subject: Certificate of Coverage No. AWS090073
Green Sea / Sir George
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
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 March 5, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Wayne
Howard, Jr., 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 Number AWS090073 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 Green Sea / Sir George, located in Bladen County, with an animal capacity of
no greater than an annual average of 5200 Wean to Feeder 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. Please pay careful attention to the record kegpnnt:
and monitoring conditions in this permit.
Aquifer Protection Section —Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] I Internet h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recyded/10% Post Consumer Paper
NorthCarolina
Nattarallff

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
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
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090073
APS Central Files

State of North Carolina
Department of Environment
��������
and Natural Resources
Division of Water Quality
SEP 7 2000
James B. Hunt, Jr., Governor
FArETTEVILLE
Bill Holman, Secretary
REG. OFFICE
Kerr T. Stevens, Director
August 24, 2000
Wayne Howard, Jr.
Green Sea / Sir George
155 Green Bridge Road
Garland, NC 29441
`IT
�•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS090073
Green Sea / Sir George
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Wayne Howard, Jr.:
In accordance with your application received on May 23, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Wayne Howard, Jr., 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 Green Sea / Sir George, located in Bladen County, with an
animal capacity of no greater than 5200 Wean to Feeder 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.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization Plan.
The owner should address this inconsistency as soon as possible.
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.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
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Certificate of Coverage AWS090073
Green Sea / Sir George
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
t
rr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteuille.Regional Office, Water -Quality -Section
Bladen County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment and Natural Resources
�R�c�
�4,
Division of Water Quality
Non -Discharge Permit Application Form �o �3 O,v
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) �i,� cv(✓
General Permit - Existing Animal Waste Operations 7Z,s,oe
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
I.I Facility Name: Green Sea / Sir George
1.2 Print Land Owner's .5n e: Wayne Howard, Jr.
fJ
1.3 Mailing address: 8'
City, State: Garland NC Zip:
Telephone Number (include area code): 910-588-4835 or 910-588-4673
1.4 County where facility is located: Bladen
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: one-half mile off NC 210 on RPR 1503
Green Sea Road Bladen Count
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 01/01/92
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 09 (county number); 73 (facility number).
2.2 Operation Description: Swine operation
-Wean to Feeder
5200- Certified Design Capacity
Is the above information correct? Rlyes; Ono_ 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.
TyN of Swine No_ of Animals TyM of Poultry No. of Animals TyM of Cattle No. of Animals
• Wean to Feeder • Layer • Dairy
• Feeder to Finish • Non -Layer • Beef
• Farrow to Wean (# sow) • Turkey
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm: No, of Animals:
FORM: AWO-G-E 5/28/98
Page I of 4 09 - 73

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): Required Acreage (as listed in the AWMP); 28
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or i (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
© or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next'to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied:
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP)_ If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
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-GE 5/28/98 Page 2 of 4 09 - 73

Facility Number: 09 - 73
Facility Name: Green Sea I Sir George
4. APPLICANT'S C RTIFICATION:
4aDN
C �� am[
1
`fie p�
(Land Owner's name listed in question 1.2), itest that
this application for (4� eo F Lt e S ' e; D lZ j C (Facility name listed in question 1.1)
has been reviewed by me and is accurate and co plete to the best of my knowledge_ I understand that if all required parts of this
application are not completed and that if all requir pporting information and attachments are not included, this application package
will be returned to m as incomplete.
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listcd in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
' WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 - 09 - 73

122 Ag Services Center6ygT�'FC
t of t� nation (919) b862-6936 NC 2833 RQU� L�Q
Date: L- y�� c c ����'! 04,
Operator.: e u, 2'bepe J
This is your animal waste system design and specifications.10
Please review it carefully. Retain this plan for your use
and records. It is strongly recommended that you, your
contractor and 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. If further
layout is required by the contractor than is provided, feel
free to contact us. It is -important that everyone
understand what is expected so that final
construction/seeding meets plans and specifications for
certification.
As you requested, this design contains no added volume for
sludge (solids) that will accumulate over time. Sludge will
be removed as needed, however to maintain the efficient
operation of the system.
A review has been made of the site for cultural resources.
None are apparent but you may wish to observe the excavation
for possible finds. If so, contact our office.
The actual amount of material required for pads and dam may,
vary from the estimates. The design will attempt to balance
cuts'and fills .as close as possible. If additional material
is required after construction is complete on the lagoon,
the contractor and owner will negotiate on the price and
location of borrow areas. Any movement of topsoil is in
excess of amounts specified below:
Note: Design Capacity
(excludes 1' freeboard)
Excavation Estimate
Embankment Estimate
/253�$ cc: Tf
4 S/ C o
Estimation of Pad Fill G 3
1: / Cut -Fill Ratio
JOB CLASS -7- ` DATE '7- F- y z
Designed by: C54y 6,_. -
Design Approval Date:
-� LI.JeN
The Sol Conaervation Service
r is an agency of the
`J Department of Apricukuxe

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3. Begin pump -out ol the lagoon wosn Ouid level reacnes sieva­
toi on 50.8 as marked by permanent markers. Stop pump -out
when the Ouid level reaches elevation 49.0 or before fluid
%depth is less than 6 feet deep (this prevents the less of ;avorabi=,
bacteria). The design temporary sterage, less 25 year storm is
MIT3 cubic feet or Z40655 Sailons. As stated beforet
this volume will vary Cons ideraNy From year to year,
A. The recQmmaft eed maximum amount to appiy per irrQatien is
one (1) inch and toe recommendec maximum application rate is
inches per hour.
5. Keep vegetation on the embanEment and areas adjacent to ths
jagoen mowed annually. Vegetation should be fertiijzed as neadsci
to maintain a V;Sorous swank
6. Repair any eroded areas or arEas damaged ty rVents and
establish in vegetation.
7. A!! surFac? runoff is to Its diverted from the Mean to staai��
outlets.
& Tne Nean Water Act sf 1977 prohibits the discharge oF
pollutants into waters of the United States. The Dnar7mavt o#-
Envirgnment, Health, and NatuNal ReEqurceE, PiviENn of Envirvn­
mental Management, has the respQnsiMMY for en1prcing this 1W.4
I

. .
Operater:Wayoe Howard #2 County: DLADEN Date:
07/09/92
Distance to nearest residents (other than owner), Z-700.0
feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 Ks. =
0 Its
0 sews (farrow to feeder) x 522 !bs. =
0 its
0 head (finishing only) x 135 lbs. =
0 0s
0 sows (farrow to wean) x 433 0s. =
0 lbs
2600 head (wean to feeder) 0 |bs' =
T8000 ibs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
7S008 its
2. M110MUM REQUIRED TREATMENT VOLUME OF LAGOON!
Volume = 78000 !bs. SELN x Treatment Vo!ume(CF)/'D.
9904
Treatment Vo!ume(CF)/Q. SSLH= B3Ln
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION,
'Volume = 0^0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 150.0 feet ; Inside top w!dth
150.0 feet
Top of dike at elevation 52'5 feet
Freeboard 1.0 feet ; Side s|opes 3.0 : 1 (Inside
lagoon)
Tota! design lagoon liquid level at elevation 51.5
feet
Bottom of lagoon elevation +2.5 feet
Seasonal high water table elevation 04.0 feet
Total design volume using-prismoida! formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0 144.0 140.0
y.0
AREA OF TOP
LENGTH * WIDTH =
144.0 144.0 20736'0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
90.0 90.0 0100.0 (AREA OF BOTTOM)
AREA OF MIDSECTIO-NI
LENGTH * WIDTH * 4
117^0 07.0 54756.0 (AREA OF MIDSECTION
* 4)
CU. FT. = EAREA TOP + (G*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
20736.0 54756.0 8100.0
1 .r
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
/
125388 CU. FT.

5. TE��ORAR� STOR/\GE RE�UIRED
DRAZNACjE AREA:
Len8th * Nidth =
E:ui|din3s (roof and 2- ter)
LenSth * N�dth =
sq��re feet
TOTAL DA 0 s���re fee�
o �emper�ry stor73e p�riod �o �e �8O u�ya.
of e producej
�pprosa te dai|y pf o»�nure io r'F/LED SSLW
Vo�ume = 78��0 Lbs. SSLW * CF �f Waste/�b./Day * �80 �' s
Voi�me = l904!z+' cfeet
58. V f w�sh w�ter
This is t.-j,e amo-unt of fresif-z wRter �2seQ! fcr wssc, vo|ume
of fres� w�ter�`use� �or � f|��� system. Fiusb syser's recircu!��
the |agoon oater are accounted fnA.
Vo|urf.e = ns/dy * z8O d�ys s�or�8e/T.�8 �a!|o�s
per C�
Vo|ume = 0.0 cubic feet
5C. Vn|ume of r m—infa|| in excess of evapor��i�n
Use perio� of tirt:�e when rainfa|| excseev��or�tion by Sest �mount
�80 days excess rainf2.!| = 7.D inches
Vo!uFri e = 7.0 in * DA 2 inches per foot
Vo|um0 feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per Foot DA
Volume - iTIZ5.0 cubic Peet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 13125 cubic feet
5D, 13125 cubic feet
TOTAL 05298 cubic feet
6. SUMMARY
Totai requ!red voiinns 123202 cupic feet
Total des ion volume avail. 125188 cubic feet
Min. rEq. troatment vo!uws plus s!ud3a accumun0va 78000 cwic f
At elev. 49.0 feet ; Volume is 75761 cubic Peet (end pumping)
Total design volume lees Z5yr-24hr storm is 112263 canc feet
At elev. 50.8 feet ; velums, is 111292 cuoic feet istart pumpins
Seasonal hign water taois efevation 44.0 feet
7 D E S 1 G N E D 2 Y : APP%VaD C.
DATE: 10 fo ATE 7-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAIN

Conservatc! ice
NAM.Ee_����
A DDRESS:�
TYPE EARTHNo.-K: Dike
�S T�p:
Exc�v.
STATI0N
FILL
ENID AREA
B�� OF
DISTAN��
D; jBLE'
HEIGr i
feet-
VC L���
---------------------------------------------------------------`---------
20O
73�
11�0
200
232000
0
0
�
0
0
0
0
0
0
0
0
0
0
0
0
�
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
()
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�
0
0
0
0
0
0
0
0
0
0
0
0
0
-----------------'------------------
200
232000
1. Doub|e
VFi! | /2 =
1�6000 Cu.
Ft.
2. Vo|
f Fii|
3. ��|ewance
for s�t�!�ment(�()%)
=
C�.
Yo.
4. Tot |
Cub
+ 3) =
4296.3 Cu.
Yd.
Computed by:
Date:
07/09/�2
Chec�ed by,

U.S,-DEPARTMENT OF AGRICULTURE �DC/9 �%��
is SCS PA . 16 :r
SOIL CONSSRV ATION SERVICE
Owner yV D.Operator -5'%
Date? 9- 9Z '
County tale
p
Approximate acres Approximate scale fr
Conservation District
Cooperating with j
" Plan identification Photo number
USDA Soil Conservation Service
Assisted byzp-
Green
-
( Bridge
'x�-Gaging 5taiion- '
'
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♦ i. � O '-. .y{_.iti y° 3=� L, , - .L,IFiE�+�J
R -

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..........

Elm
SMOMMOMEMEMEMMEME
W ■■M■■■■ M ■ ■■ E. ® R
a
®E

TYPES OF MATERIAL ENCOUNTERED -IN BORINGS
(08'i"bhe of systemsbef6w) '
UNIFIED CLASSIFICATION—
USDA -CLASSIFICATION
GW - We? I graded gravels gravel, sand mix
GP - Poorly graded gravels
a - sand
GM -Silty gravels; gravel -sand -sift mix'
vfs -.very fine sand..
GC a.Clayey gravels; gravel -sand -clay mix
at -sandy loam
SW-Wefliradej=sauds; sand-gc#vel mix
Isi-fine sandy loam
SP- Poorly graded sands
SM-Siltysaad_
gl = gravelly loam
SC -Clayey sands; sand -clay mixtures
6-silt
ML -Silts; silty, v. fiat sands; sandy arclayey silt
ail -silt loam
CL-Clays of low to medium plasticity-
cl - clay loam
CH - In6iganlc clays of high Pla3tkitY
sicl - " silty 'clay loam- - -
XHT Elastic Silts i." '
scl-sandy,c!ayloam
'
OL-Organic silts and:silty clays, low
sic -silty clay
OH - Organic clays, medium to high plasticity
c:clay-.
L Suitable material for enAmakmant is available [DYes --0No iladkfse w1w w a -wed an sh.
t
IkEMAWW.
l�Oe C/ -4
e, ),I
�1/0 r9-v��1/:s�'s --i�� p
4-
441,
t Explain bs:arda requiring specia] attention in design
r
-J- 4
CENERAL REMARKS.
A
24,
iij
2i
1 2j
27119
"130
1131
3- 2i
33034
35
36
0 37
138
3511
i6l
41
141
43'
4414
41i
.47
ja
46
1'.60
H 51
r
.4 .
_.fit.
g.
77.
J
-7
ttj:
. '513

Type Operation: Loc -, " - Gc c � c r
Number of Animals. p G O CD (l Flo as e,-) -To L � 6,DD O k ci
(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
environmentaDy 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. Normal]},
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoffto surface waters WI-ach is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting_ Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC ZR 0217 adopted by the Environmental Management Commission.

T XAIA
�,.:s`.^?sa
Amount oX Waste Produced Per Year&allons, f?, tons, etc.)
a OO animals X,gA(ant.) waste/animal/year =�ti (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
.510© animals X, Obs. PAN/animal/year =L41L Ibs. PAN/year. (PAN fromN. C. Tech.
Guide 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 Analication
011�■sue
�
�
N
t�
ate. ���
�Z.
•
�
�-r1LQ�S+11/i�jLlf�
�-
N
V
ONE N
* This N is from animal waste only. lfnutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be bared on realistic yield
ern.
NOTE: ?'he applicator is cautioned that P and h maybe over applied while meeting the N
requiremenm Beginning In 1996 the Coastal Zone Management Act will require farmers in
sonse eastern counties ofNotth Carolina to have a nutrient management plan that addresses
all nurri+ntx. 7.7sis plans only addresses Nlrrogen.
2

s -'A<w
,.,.....,..,...�....................�V:;',: s....-,..........�........,,...�..��.s�}.:.:::3:r«;..:.�::
Table 2: ACRES «TI'H AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner mast be attached)
(Required only if operator does not own
adequate land [see Required Specification 2j)
Tract Field Soil Crop Lbs. N 'Acres Lbs. N Month of
# No. a Per Ac. Uttiized Application
' See footnote for Table I.
Total
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N
Surplus org
S' .o
lc a 5 SPA
Produced
fici
Li `l
l a CI
r 6 f Lc,. �,, d 1 11
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will he nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements.

A + . 6,c,�
... �mm
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Mouth of
11

See attached map showing thefields to be used for the utilization of waste water.
Application of Waste by irrigation
Field Soil Type Crop Application Application
No. Rate hVM Amount
I a 5
�oA
5�-C.
r 6
I.Ott
TM TABLE IS NOT 2�EEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SM AR TABLE WILL
BE QED FOR DRY Lnmm OR SLURRY.
Your facility is designedor r4o days of temporary storage and the temporary storage
must be removed on the average of once every U MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation -Vsc t I! c d s %
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.
4-

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

- -- -.: ` " I - " -- n -
a::Qec:Y ;3aR.1 ..1^lc9iicY
REQUIRED SPECIFICATIONS
(continued)
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
sah damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on sons
with a high potential for leaching. Waste nutrient loading rates on these sons 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 shallcomply 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 Ieast 50 feet from any residential
property boundary and from any perennial stream or river (other than an irrigation
ditch or canal. Animal waste other than swine waste from facilities sited on or after
October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See
Standard 393 - Filter Strips),
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, dramageways, 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 Ind application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other gassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks; etc.,
shall not be discharged into the animal waste management system
6

.+.__. ..`.:,.. 1 ..... �....... tom% A`�'�i Isr.w"'.t: ,.'S:i '•f
J,sF w; aa.:aav ...
ZA
REQUIRED SPECIFICATIONS
(continued)
18. If animal production at the facility is to be suspended or terminated, the owner is
respons`ble for obtaining and implementing a "closure plan° which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall
be managed to maintain the liquid level between the markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. pFl
shall•be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

;n-«.�r'�:�ea,R
WASTE UTU IZAnON PLAN AGREEMENT
Name of Farm: rce s-e, o, r%A _ J 1 r G e c +'c1 t
OwnerlManager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utffization 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 constraction ofnew 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 wM be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name ofFacili'ty Owner: GOc tto�a_r�
(Please print)
Signature: Date:
Name of Manager(If different from ou&mer):
Signature:
Date:
/ - C� T 1� Name of Technical Specialist; (Please print) � � 5 e� �
r j �-
Affiliation: / 1 "o— L—
Address (Agency): rD t:�) a x_
Signature: V —, �✓ _ ^. _024: Ii - ! — Ir-I 7

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J. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County g�J
Community or Group No. GD--1 Conservation Plan No.
Estimated Depth of Water to Top of Dam 44Ft. Length of Flood Pool /mod Ft.
Date of Field Hazard Investigation2'-4- IF Z
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Elevation
Kind of :Improvements: of.Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. X Ft. Ft.
1 . /po .
2
3 -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Aqp IPo — ;.ems /-j /. o^,J
_2> irC-K . Alk_A,_LA�S ;ate Sa�.�f. ­�Z..;k„ // ..,; /c .t"
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (1, II, III, IV, V)
By��w�
(name
2), c.
title
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
0
Date PI- � Z_._
Date
�S

U. S. Department of Agriculture NC-ENG-14
Soil Conservation Service 8/72
File Code ENG-11
f�o r-roat",
PLAN OF EXCAVATED MW"M
SCD
Name, �,¢ ✓g �(o wA AP #2, No. REAP Bate_ 2 . C? - 9
Req.
LENGTH 2 S p'
SIDE SLOPE LTO 1 /
.O AVE. TOP ELEV. /OQ�
of�o , /ems ti
,DSO tiQ
---_MID SECTION
lei
�z. 0 1
AVE. BOTTOM ELEV.
LENGTH
Z 38
Volume 0 Q cu. yds. . Acre f t .- /i/A - Pond Use Bo f f 0 W
IZ�! rm. with than 6' it height oped awa;�e
m pond
l rm with le than 3 height un- orm1y sloped away from pond
Volume in depth Crea of top) f (area of bottom) + (4 x area midsection
cu yds. 6
27
Surface Area acres (If more Location Sketch
than 0.25 ac. "Impounding Permit"
is required)
_ zso
Volume REAP Cost Sharing 0 30rr
cu, yds.
Soil Type av S
B.M. Description �,j r� a
Elev. 5:Q_jD j2__
Distribution:
1 copy landuser
1 copy plan folder

POST OFFICE BOX 759 • R0SE HILL, NORTH CAROLINA 28458
[phone]
February 21, 1995
Mr. Sam Warren
District Conservationist
USDA - Soil Conservation Service
122 Ag-Services Center
Elizabethtown, NC 28337
Re: Wayne Howard - 2600 Nursery
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
-- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], ext. 4629 if you have any
questions concerning this package.

Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Wayne Howard (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)
Dave Roland,Murphy Farms Transportation Dept. (site plan only)

has one unit for 88 campers: It has a namesake
%, ��` mess hall and kitchen, camper's cabins politician
-� and wash houses. Twelve miles south-
Wily 14 1 east of Elizabethtown on State Highway Plantatior
1r tn,n1 f't, /lritr� 53, the 1,221 acre lake has swimming, The cot
fishing, boating and hiking for group southwest
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Park.
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LAGOON SITE SOILS INVESTIGATION
PROJECT: �IAr�F /�acrsalza COUNTY: gcypEiS�
FIELD INVESTIGATION BY: XI J DATE:
SITE SKETCH
GA
.1
�jTle.e:
I`7PFXn
/7(TLJ�
�M�TL'y
�1 f/p_!�
ArtC
BORING
DEPTH
SCALE
WT
J
BORING NUMBER AND PROFILE
3 -
J.4-pr et.+r
y Wr
-% l f
-,,4 fF
SA�r7 err" "'G
Ngrcic .L•..N.r i.�'„
35 -1
` /I
fir, ro Awl e..,,c it C 7 '
BORING I SAMPLING METHOD: r�AtKNa6 SIGNATURE:.

Operator:WAYNE HOWARD
County:
BLADEN
Date:
02/16/95
Distance to nearest residence (other
than
owner):
1500.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to
feeder)
x
522
lbs. =
0
lbs
head (finishing
only)
x
135
lbs. =
0
lbs
0 sows (farrow to
wean)
x
433
lbs. =
0
lbs
2600 head (wean to feeder)
x
30
lbs. —
78000
lbs
Describe other :
0
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)-----------------------
256.0
Inside top width (feet) ----------------------
103.0
Top of dike elevation (feet)------------------
102.4
Bottom of lagoon elevation (feet)------------
92.7
Freeboard ( feet) ----------------------------------
1.0
Side slopes (inside lagoon) ------------------
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 250.0
97.0 8.7
AREA OF TOP
LENGTH * WIDTH =
250.0 97.0 24250 (AREA OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH =
197.8'
44.8
8861 (AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
22 3. 9
70.9
6.3498 (AREA
OF MIDSECTION * 4)
CU. FT.
= [AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
24250.0
63498.0
. 8861.4 1.5
Total Designed Volume
Available = 140084 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
256.0 103.0 26368.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26368.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in `A.
Volume = 0.0 gallons/day * 160 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per• foot
Volume = 15381.3 cubic feet

r
3D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16480.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15381
cubic
feet
5D.
16460
cubic
feet
TOTAL 50909 cubic feet
6. SUMMARY
Temporary storage period====================)
180
days
Rainfall in excess of evaporation===========)
7.0
inches
25 year — 24 hour rainfall__________________)
7.5
inches
Freeboard==== =============================>
1.0
feet
Side slopes====_____________________________)
3.0
: 1
Inside top length-=--=_________ ___________)
256.0
feet
Inside top width____________________________)
103.0
feet
Top of dine elevation=======================)
102.4
feet
Bottom of lagoon elevation==================)
92.7
feet
Total required volume==-=_______________ ___)
128909
cu. ft.
Actual design volume__________________==____>
140084
cu. ft. �
Seasonal high watertable elevation (SHWT)===)
94.0
feet
Stop pumping also.---=______________________)
98.7
feet
Must be ) or = to the SHWT elev.==========)
94.0
feet
Must be 1 or = to min. req. treatment el.=)
98.7
feet
Required minimum treatment volume===========)
78000
cu. ft.
Volume at stop pumping elevation============)
81961
cu. ft.
Start pumping elev--------------------------
100.6
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr,.-- 24 hr. rainfall==)
123604
cu. ft.
Volume at start pumping elevation=========W=)
121344
cu. ft.
Required volume to be pumped===============-)
34429
cu. ft.
Actual volume planned to be pumped==========)
39382
cu. ft.
Min. thickness of soil liner when required==>
1.4
feet
,{/�
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

f I SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water~ added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year — 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The L5 year rainfall will not
be a factor to consider~ in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation mast be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out;
1. It is strongly recommended that the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
start --up. Pre —charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application,
3. Begin temporary storage pump —oast of the lagoon when fluid level
reaches the elevation 100.6 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 98.7 . This temporary
storage, less 25 yr— 24 hr storm, contains 34429 cubic feet or
257532 gallons..

r
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair, any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water fact of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF c
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 .inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall. include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre—feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.4 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over —
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material fie — CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE FLANS FOR SPECIAL
CONSIDERATIONS.

SHEET E OF E
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be'less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of. the next
lift.
The single most important factor affecting the overall compacted perme—
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab—
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is.the preferable.type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible.outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc—
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL. OF EXISTING TILE DRAINS
-------------------------------
When tile drains, are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

• SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LIDS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. .HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
E000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (E TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAVE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS, WHEN USING BAHIA, IT IS RECOMMENDED THAT 6
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

r
t
�y �1s F
O•� c�,�- FAO
EMERGENCY ACTION PLA.N4% Teti
_
PHONE NUMBERS
DWQ 910-486-1541
EMERGENCY MANAGEMENT SYSTEM 911
SWCD [phone]
NRCS 1910) 862-3179
I
This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off
site.- You should not wait .until wastes reach surface waters
or,leave your property.to consider that you have a problem.
You should make every effort to ensure that this does -not
happen. This plan should be posted in an accessible
location for all employees at the facility. The following
are some action items you should take.
I. Stop the release of wastes. Depending on the
.situation, this may or may not be possible. suggested
responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field --actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contaih waste.
C. Incorporate waste to reduce runoff.-,
d. Evaluate and eliminate the reason(s) that
caused the runoff.
e. Evaluate the application rates for the fields
where runoff occurred.
c: Leakage from the waste pipes and sprinklers -action
include:
a. Stop recycle pump.
b. Stop irrigation pump..
C. Close valves to eliminate further discharge.

d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid
separators --action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure no siphon occurs.
d. stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often
this is seepage as opposed to flowing leaks --
possible action:
a. Dig a small well or ditch to catch all seepage,
put in a submersible pump, and pump back to
lagoon.
b. if holes are caused by burrowing animals, trap
v 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.
2-9-=".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 noted, 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
of the property) ?
h. How much reached surface waters?
3; Contact appropriate agencies.
` a. During normal business hours, call your DWQ
(Division of Water Quality) regional office; Phone
910-486-1541- After hours, emergency number: 919-
733-3942. Your phone call should include: your
name, facility, telephone number, the details of

the incident from item 2'above, the exact location
of the facility, the location or direction of
movement of the spill, weather and wind conditions.
The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters,
call local EMS Phone number • 911-_
C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910-862-4591, local .SWCD
office phone number 910-•862-3179 and local 14RCS
office for advice/technical assistance phone number
[phone]_ j
4: If none of the above works call 911 or the Sheriff's
Department and explain your problem to them and ask
that person to contact the proper agencies for you.
5: contact the contractor of your choice to begin repair
of problem to rinimize off --site damage.
• a. Contractors Name:
b. Contractors Address: cO ► o _] L �2
c. Contractors Phone:
6: Contact the technical specialist who certified the
lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7: Implement prccedures`as advised by DWQ and technical
assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep
problems with release of wastes -from happening again.
e3.uu'rlr�ati/w or�trn;setpl.n.2ct -
rqc 12.96

Mortality Management Methods
(check- which mcthod(s) are being implemented)
J Burial three feet beneath the surface of the ground within 24 hours after
knowlcdcc of the death. The burial must be at least 300 fect from anv flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-16S.7
0 Complete incineration
❑ In the case of dead poultry only, piacin+ 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)
Insect Control Checklist for Animal Operations
- ants- IIMI's to Ctinh'u]'Ittseds �ilc SE►ccirG ('radices
I.irtuit! Systcmts
1.1mil Gutters Accumulation at'solids hlmsh system is dcsipcd and operated
sufficiently to remove accumulated solids from
I
as designed.
_. CS Remove bridging of accumul;ited solids ;►t
discharge;
lseCneuts anel Pits crushal Solids . O amtain lagoons, sctiling basins and pits where;
pest breetling is apparent to nlininnizc the 41 Rj
crusting of solids to a depth of no more than G - a ti n
It inches over more Ilttmi 30% or surface.
Exces-sive Vegelative Decaying vegetatiotn n- Maintain vegetalive control along hanks of
t iruwtlt 1t11;0011s and other iptpoundntcnts to prevent �l
accumulation of decayiml; vegetative matter =O
along %vatces t:dge on impoundment's perinwWr.

Swine Farm Waste Management Odor Control Checklist.
Source Cause IIMI's to h1hilnrize Odor- Site specirie Nr'ucilecs ''
I an„stca,l • Swine produclion Gr_ VcVcCclalive or wooded buffers;
0 lt,ccoutmcnded best nianagcmcnl practices;
jCK-Good judgnlcnt and common sense
Auimul burly surfaces • nirly nw+ture-covered animals cje I rry Boors
Floor sutllices • Wet utiauurc-covered flours 0-_�Sluucd floors;
CT'_—Watcrers located over slotled floors;
C+— ceders at high end of solid floors;
P— Scrape manure buildup from floors;
9 Lindcrfioor ventilation for drying
it
ALuaure cullc►aiuu pits • Urine; r-T hrequenl utanurc removal lry flush, pit recharge, - - —
NI'lial Microbial rlecoutpnsilion or scrape;
13---Uuderflnor ventilation
Vcntil�,liuu exhaust l:nis Vnlutila gases; _ l'an maititena nce;
Dust R�fflicient stir movement
111tluUr sutfaees • Dust .tslidown boween groups of animals;
f� l cetl uddilives;
CJ Feeder covers;
Gl 1-cud delivery downspoul cxlcHdL:rs In feeder
covers
Flush links
Agitation of recycled lagoon
❑
Mush lank covers;
liquid While latths are filling
❑
$xicod fill lines to ,,car hnilom of woLs will,
anti -siphon veins
1111sE1 alleys •
A f;iiuliou during wuslewalcr
❑
Uadcrfluor flush with umlerfluor ventilalimi
couveyancc
Pil techa,rge puirtls •
Agitation of recycled lagoon
M
Extend rr:cftttrgc lines lu near hullutu ul'pils
lirli,itl While pits are filling
Willi anti•siphuu velils
1.41 sLaitiuns
Agilatiun during sootp lank
f:]
Snaila linik aavcrs
IVIk
litlinf; and drawdowii
lliitsido; draiar colleclit ► •
Agllallnit during wasiewtaler
f-1
flux covers
ur jiniclion boxcs �Pk
couveyanctl
AMOC - Ni minher 11, 1996, Page 3 , r

Source Cause ilMI's to Minimize Odor Sift: Sl►ccific Practices
Eild of drainpipes tit • Agitation during wasicwatcr ❑ Extend discharge point of pipes undenlealli
lagoon conveyance goon liquid level
1-agooll surr"lccs • Volatile gas
• Biological mixing;
• Agitation
Proper lagoon liquid. capacity;
M,— Correct lagoon startup procedures;
Cl/ nimum surface area-to-voliuo}c ratio;
C4 Minimum agitation whell.pumping;
❑ Mechanical acralion;
f.7 Proven biological addilives
Irrigation sprinkler • I li8li pressure agitation; irrigate on dry days with little or no wind;
Iluzzles a Wind drift id Minimum recommended operating; pressure;
pimp hmike ncar'lagoon liquid surface;
❑ Pump front sccoud-slage lagoon
Sly+ragl: tank ur basin • Parlial microbial dccomposilion; Cl lloilrim ur midlevel luallirig;
""face Mixing wllilc tilling; Ll 'I'ailk covers;
/- • Agilaliun whin cmplying ❑ Rusin stufacc mats of solids;
❑ Proven biological additives or oxidants
Scnlini; basin surface
• Partial microbial deconiposilioll;
❑
li mend drui ipipo oullcis underneath liquid
1�
Mixing while filling;
level;
/V
•
• Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry uI'sludge
• Agitation wlic* spreading;
❑
Soil injection ofslurry/sludges;
spreader uutic`�
. Volatile as c missions
l;
O
Wash*residual Inunurc from sprcadc;r after use;
f-7
Proven hiologieill addilivcs nr oxi(Iiults
liucovercd ivanurc, .
Volatile gas culissiums while
❑
Soil illjcclioll ul'slurry/sludges
slurry or sludge on field
drying
17
Soil incorporation %vithin a hrs.;
sill t:iwes
/�
n-
Spread ill Ihin unironit layers fur rapid llryiiia;
/U
❑
Proven biological achlilives ur oxidants.
Dead animals
Carcass decomposillou
Proper disposition orcarcasses
i)e.nl ulliur.'ll dispurrsCarcass decomposition ❑ CompICIC covering or carcasscs Ill linrim pits;
piss /V {I/i�' ❑ Proper locaiioll/consInIcliou nl'Eli sposill pits
Incineri�iurs �. Iucoltiplew cunllnlslilill ❑ Secondary slack hurners
AMOC - Nuvcnillcr 11, 1996, I'age ,l

S++urcc Cause MIN to Minli nine Odor Silt Specific Practices
Staudial; water around • Improper drainal;c; Cf Grade and landscape Steele that water ilraius
facilities Microbial-dccompositiotl of away front facilities
organic matter
Manure tracked onto • Poorly mainlained access roads Qf Farm access roar) Ilia hacnaltcc
public ruuds irons farm
ucccss
Additional lnformalion : Available From :
Swim; Mamire Munagcatenl ; 0200 Itttlt/DMP Packel NCSIJ, County EXIC11sion CeIller
Swiuc Production Farut Potential Odor Sources and Remedies ; fi13AB pact Slice( NCSIJ - IIAH'
Swine Production Facility Manure Mana8cment: pit Recharge - Lagoon Treatment ; IiBAC 128.88 NCSIJ - IIA H
Swine I'rntluctiuu Facility Manure Munagetnent: Underfloor Flush - Lagoon Trealutcul ; MA13 129-88 NCSIJ - BA Ii
I.agmm Design and blalnagenncnl fur Livestock Manure Trcaltncttl and Storage ; Ii11A1: 103-83 NCSI1- IJAI:
Calil,raticun of Mauurc aml Waslewalcr Application Equipment ; GIIAC Fact Sltccl NCSIJ - IJAIi
Cuimolling Odors front Swine l9uildings ; Plli-33 NCSIJ - Sivinc Cxlcrisiun
1's11viropmemul Assurance Program ; NIIPC Manual NC fork Producers Assoc
optiwns fur h1anughin Odnr; a report from the Swine Odor Task Force NCSt1 Agri Comilimlicalions
Nuisance Cnuccrns in Anitnal Manure Maaagentent: Odors and Flies ; PRO107, 1995 Cunfcrence Procecilinngs I"lnricla conperativu Extension
ANIW. - N+1Velnbcr- 11, 1996, Page 5
•r

�_agep
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvpe Per Acre" Utilized Application
4939
-,1
KeA
Com
100
7.24
724.00
March-Ju#
4939
v2&3
DqA
Corn
156.25
6.11
954.69
March -Jul
4939
J 4
Jh
Com
150
2.49
373.50
March -Jul
4939
r 5
KeA
Corn
100
6.93
693.00
March -Jul
4939
u 6
Jh
Com
150
6.88
1,032.00
March -Jul
4973
2
We
Com
137.5
5.41
743.88
March -Jul
4973.,
3
Jh
Corn
150
3.37
505.50
March -Jul
4973
,/ 5
Jh
Corn
150
6.04
906.00
March -July
4973
v 6
Jh
Com
150
3.00
450.00
March -Jul
4965
1
We
Com
137.5
w2.52
346.50
March -Jul
4965
2
Jh
Corn
150
1.05
157.50
March -Jul
4965
v 3
Pp
Corn
143.75
1.25
179.69
March -Jul
4965
14
Jh
Com
150
13.81
2,071.50
March -July
4965
j 5
Pp
Com
143.75
3.09
444.19
March -July
4965
46
Jh
Com
150
2.49
373.50
March -Jul
4968
2
KaA
Corn
137.5
2.00
275.00
March -Jul
"OPTIONAL"
2261
5
NoA
Com
143.751
3.41
490.19
March -July
2261
6
Ln
Corn
156.25
0.85
132.81
March -Jul
2261
7
NoA
Corn
143.75
12.25
1,760.94
March -July
2261
8
NoA
Corn
143.75
3.91
562.06
March-JuIv
2261
9
NoA
Corn
143.75
6.32
908.50
March-Ju
2261
10
NoA
Corn
143.75
5.67
815.06
March -Jul
2261
11
NoA
Com
143.75
5.11
734.56
March -Jul
TOTAL 111.2 15634.6
Page 10

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Murphy -Brown, LLC 7/14/2004
Grower(s):
Farm Name:
1X711
NUTRIENT UTILIZATION P
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Structure:
Storage Period:
Application Method:
Wayne Howard
Green Sea / Sir G
Biaden
520i)
Anaerobic Lagoon
> 180 days
Irrigation
09---)3
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Ili
APR 06 M
le Farm
ON-Fal TffiLl: u.0M
RECEIVED / DENR 1 DWQ
A0UIFER'PPn1'Frt1nN SFUION
MAR S 7 2009
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste_ Do not apply more nitrogen than the crop can utilize.
2_ Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate fitter strips are established.
d. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility_ In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shalt be made for the area receiving waste to
be fle)able so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft , tons, etc.):
Capactty Typ2 Waste Produced m Animal Total
Farrow to Wean
3212 gallyr
gallyr
Farrow to Feeder
�. 4015 gaVyr
gallyr
Farrow to Finish
10585 gallyr
gallyr
5200
Wean to Feeder
223 galyr
1,159,600 gallyr
Feeder to Finish
9W gallyr
gallyr
Total 1,159,600 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity T Ndragen Produced r Animal Total
Farrow to Wean
5A Ibs,'yr
IWoo
Farrow to Feeder
6.5 Ibstyr
Ibslyr
Farrow to Finish
26 Ibsyr
lbr.V
5200
Wean to Feeder
0.48 lbslyr
2,496 Ibslyr
Feeder to Finish
2.3 fttyr
IbW
Tote! 2,496 Ibsfyr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 48.o3
Total N Required 1st Year: 9636.75
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 9,636.75
Total Nitrogen Produced by Farm: 2,496.00
Nitrogen Balance for Crops: (7,140.75)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soli characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.

Green Sea 1 Sir George
7114=4
wa
Pull$ Acreage Type Code Apply Yield UNIUMI Residwai lAc t)tllll&d
W.,%—r
�����a���■�i�®■r���■
���������■��■�
■■ter
3(a) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized_ Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October_ Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
f=
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue - Hay
50 Iba N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2A lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N I acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N 1 acre / yr
Q
Millet
50 lbs N / ton
T
Tobacco
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips
along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total
acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm $ ecifications PAN !animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder i
Farrow to Finish 4.1
5200 Wean to Feeder 0.072 374.4
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 374.4 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
if you remove the sludge every 5 years, you will have approximately 1872 pounds of plant
available nitrogen to utilize_ Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 6 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 14.976 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilizations rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop_
if surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table_ Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm_
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid_
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
r,nfA

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr _
• inches
T2286
F5,P6-8
GbA
C
0.5
1
T2286
F1,P1-2
Fo
D
0.5
1
T2286
F2,P3-5
Fo
D
0.5
1
T2286
F6,P9-13
St
D
0.5
1
T2286
F7,P14-15
Fo
D
0.5
1
Optional
Crops'
T2286
F1,P1-2
Fo
N
0.5
1
T2286
F1,P1-2
Fo
O
0.5
1
T2286
F1,P1-2
Fo
Q
0.5
1
T2286
F1,P1-2
Fo
K or L
0.5
1
T2286
F2,P3-5
Fo
N
0.5
1
T2286
F2,P3-5
Fo
O
0.5
1
T2286
F2,P3-5
Fo
Q
0.5
1
T2286
F2,P3-5
Fo
K or L
0:5
1
T2286
F6,P9-13
St
N
0.5
1
T2286
F6,P9-13
St
O
0.5
1
T2286
F6,P9-13
St
Q
0.5
1
T2286
F6,P9-13
St
K or L
0.5
1
T2286
F7,P14-15
Fo
N
0.5
1
T2286
F7,Pi 4-15
Fo
O
0.5
1
T2286
F7,P14-15
Fo
Q
0.5
1
T2286
F7,P14-15
Fo
K or L
0.5
1
T2286
F5,P6-8
GbA
B
0.5
1
'See Additional Commi
6 of 8

Additional Comments:
This plan revised to match the NUP acres with the actual irrigated acres.
Also, field 5 crops changed from row crops to Bermuda which may be grazed
or cut for hay. The small grain over -seed is optional due to the PAN deficit.
All other fields and crops are optional as long as bermuda remains in field 5.
Any of the crops listed may be planted and irrigated on so tong as the rates
and a ication times shown are followed_

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager-
Owner/Manager Agreement:
Green Sea / Sir George Farm
Wayne Howard
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. llwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the Event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner. Wayne Howard
Signature:
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Murphy -Brown, LLC _ -
Address: _
^
2822 Hwy 24 West, PO Box 856
Warsaw, NC 28398
Telephone:
(glp 293-3434 _
Signature:

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application_
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has
an agreement for use of adequate land on which to property apply the waste. If the
producer does not own adequate land to property 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 Utilization Plan when there is a change in the operation, increase in the number
of animals, method of application, recieving crop type, or available land.
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 filler 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 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).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offshe 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
surface is frozen.

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 than 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.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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.

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
pagoon 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 s6spended 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.
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 soil 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.

Green
Scale:
Sea /
"= 300'
George

K*'A"
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 18, 2011
Wayne Howard
South River Farm
155 Green Bridge Road
Garland, NC 28441
Natural Resources
I ENR-FRO
- ' r :. 2011
DWQ
Dee Freeman
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090073
South River Farm
Lagoon No. - 1
Animal Waste Management System
Bladen County
Dear Wayne Howard:
The Division of Water Quality (Division) received your sludge survey information on August 1,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the Lagoon No. - 1 at the South River Farm. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the Lagoon No. - 1 at this facility should be performed before
December 31, 2014.
Please call ire at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Unit
CC' Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090073
1636 Mail Service Center. Ralei ah, North Carolina 27699-1636
Location: 2728 Caoital Blv ., Raleg^, Norm Carolina 27604
?none: 919 333-3221 1 FAX [phone] Customer Service: 1-877-623-6748
imemet: wwv:, =vateraual;ay.orp
NorthCarolina
Naturally
An Equai Gpoorunrty ; A`iirrnative Action Employer

A R em ",
�Am
NCDENR L 14 2M
North Carolina Department of Environment and Natural Resources z 00asSection
"Z1
Pat McCrory Donald R. van der Vaart
Govemor Secretary
July 8, 2015
Nash Johnson
Green Sea Farm
PO'Box 25
Clinton, NC 28329
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090073
Green Sea Farm
Animal Waste Management System
Bladen County
Dear Nash Johnson:
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Green Sea Farm facility. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2019 for Green Sea Lagoon.
The next sludge survey for this lagoon should be performed before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090073
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: hftp://www.ncwater.org
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

ALCOA
NCDENR
North Carolina Department of Environment and Natural
Pat McCrory
Governor
Nash Johnson
Sir George Farm
PO Box 25
Clinton, NC 28329
Dear Nash Johnson:
June 22, 2015
RE-CEiVQUr� R
.SUN k 6 205
Resourc
tWHeRegbooft
Donald R. van der Vaart
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090073
Sir George Farm
Animal Waste Management System
Bladen County
The Division of Water Resources (Divisian)'received your sludge survey information on June
19, 2015- With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Sir George Farm facility. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2019 for Lagoon # 1
The next sludge survey for this lagoon should be performed before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
J.R.Joshi
Animal feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090073
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http:/iwww.ncwater.org
An Equal Opportunity 1 Affirmative Action Employer —Made in part by recycled paper

�� Raft. W
��_
NCDENR
North Carolina Department of Environment and Natural Reso=M
M�_
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 18, 2015
Nash Johnson
Green Sea/Sir George Farm
P. O. Box 25
Clinton, NC 28329
Subject: Certificate of Coverage No. AWS090073
Green Sea/Sir George Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Nash Johnson:
In accordance with your Notification Of,Change of Ownership received May 14, 2015, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Nash Johnson, 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 Green Sea/Sir George Farm, located in Bladen County, with a swine animal capacity
of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 5200 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 AWS090073 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.
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 fortes 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.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: ht1pJ1www.ncwater.org
An Eaual Oooarlunity 1 Affirmative Action Emoioyer — Made in cart by recycled oaoer

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 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 Wilmington, NC National
Weather Service office at (910) 7624289, or by visiting their website at: http://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 910433-3300. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
'_'& a cJ-
fr S. Jay Zimmerman, P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
ett -Regional Office, Water Quality Regional Operations Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS090073)
Murphy -Brown LLC

"t
'�
a

"w

�,
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUtvtr D BENCH-
MARK ELEVATION AND D0 NOT REPRESENT MEAN SEA LEVEL DATUM.
2. BUILDING PAD ELEVATIONS SHOWN ON TH15 PLAN REPRESENT BLDG.
SLAB SUBGRADI=. SEE PAp CROSS SECTIONS FOR GRADE REFERENCE
POINT.
3 BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
4. A SURFACE WATER DIVERStON SWh,LE SHALL BE PROVIDED BETWEEN
THE PROPOSED BLDG. PAD &LAGOON, AS SHOWN.
5. MURPHY FARMS SOILS INVESTIGATION REPORT INDICATES SOME SUITABLE CLAY
MATERIAL ON THE WESTERN END OF THE PROPOSED LAGOON AREA
BETWEEN A LEVEL 3 FT, BELOW EXISTING GRADE DOWN TO A LEVEL 7 FT
BELOW EXISTING GRADE. BOTTOM AND SIDE SLOPES SHALL BE UNDERCUT
AND LINED WITH 1.5' OF SUITABLE CLAY MATERIAL_ THE SUITABLE CLAY
EXCAVATED SHALL 8E STOCKPILED AND USED FOR THE LINER. IF THE SOIL
EXCAVATED FROM THE LAGOON IS QUESTIONABLE AS UNER MATERIAL, CONTACT
THE ENGINEER FOR AN EVALUATION BEFORE LINING 15 DONE. SANDY MATERIAL
MAY BE USED FOR BUILDING PAD FILL, BUT MAY NOT BE USED FOR DIKE
CONSTRUCTION. SEE DETAIL SHEET.
6. THE SOILS INVESTIGATION AL50 INDICATES SATURATED SAND AT 4 FT, DEEP
IN ONE TEST PIT AND FREE WATER AT 7FT. DEEP IN ALL TEST PITS. PROPER
DRAINAGE DUR[NG CONSTRUCTION WILL �3E VERY IMPORTANT, THE CONTRACTOR
IS ADVISED TO INSTALL DRAINAGE N!EASi;RES AS EARLY AS POSSIBLE.
7. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 959 OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
8. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST t3E A MINIMUM OF
1fl0° FROM THE CLOSEST POINT OF THE LAGOON OR BUILDING.
9. THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTiuZED. SEEDED AND
MULCHED DOWN TO THE LAGf70N BOTTOM BEFORE THE LAGOON
CONSTRUCTION CAN 8E CERTIFIED.
10. SPLASH PAD OR OTHER EROSION CONTROL DEVICE SHALL BE INSTALLED
AT ALL DISCHARGE PIPES BEFORE THE LAGOON CAN $E CERTIFIED.
1 i. TOPSOIL SHALL BE STROPPED FROM LAGOON AND PAD AREAS AND
STOCKPILED. TOPSOIL SHALL BE RESPREAD ON DIKE TOP AND
OUTSIDE SLOPES AND ON PAD SLOPES TO HELP ESTABLdSH VEGETATION.
SEEDIN,~:� NIDTES.
AL� DI5ii1RBED AREAS SHALL $E SI=FDED. FERTILIZED ANCr MULCHED AS
SOOn a� pOSSIBL AFTER FINAL GRADING I� COMRL�TEC Tr#1_
INCLUDES INSIDE SLOPES OF THE LAGO014.
�. pREPARc DIS'fU12BEL AREAS FdR SEEDING BY GRADING IN ALL Sl1RFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWI, 0*i PLAN.
�. APPLY LIME AND FERTILIZER THEN D15k" TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED, APPLY SEED AND FIRM SEEDSEC WITH A
CULTIPACKER OR SIIJILAR EaIJFIPMENT, APPLY MULCH AND SECURE
MA TM A Ml1LCl�i ANCHORII!VG TOOL OR I�iETT1NG,
SiVIL AMENDMENTS:
2000 LBS. OF tO-tG-��7 FERTILIZER (1000 LBS./ACRE)
4.I} TONS OF DOLC3MITiC LIME (2 TONS/ACRE)
200 BALES OI` SMALL GRAIN STRAW (1 p0 BALES/ACRE)
SEEDING SCHEDULE:
12C} LBS. FESCUE (fiO LBS. (ACRE) - SEPT_ 1 TO NOV. 3t3
BO LBS.. RYE GLASS (40 LSS.fACRE) - DEC. 1 TO MARCH 30
60 LBS. RYE GRAIN (30 LBS. jACRE} -NURSE CROP FOR FESCUE
TOTAL AREA TO 13E SEEDED AtYD MULCFlED 2.0 ACRES (APPROX.)
LEGEND
WOODSLINE
- -5O �---
---�- - EXISTING CONTOUR
50
-- �- FINISHED CONTOUR
DP
_- DISCHARGE PIPE
�i1NlMUM BUILDING /LAGOON
_
SETBACK LINE
SWALE /DIVERSION
®
4' X 8' SPLASH PAD
STAFF GAUGE
�+
TEST HOLE
R-1, R-z .� �-i, �-� ...
t�l, az - PA©/LAGOON/OFFSET STAKING POINTS
i°` '� FINISHED GRADE ELEVATION
x �'�
BENCHMARK �
RR SPK �N PiNE TREE ��`
ELEV. = 100.00 � �
1400' ARC FROM �---- �
EXISTING NURSERY
TO SOUTrIWES'
CONTROL PNT # 1
BURIED REBAR
N = 5DOQ.0000
E = 50D©.DODO
ELEV. = 97,20
14.00' MIN.
ROAD WIDTH
SEE DETAILS FOR MINIMUM
ROAD CONSTRUCTION STANDARDS
EARTHWORK CALCULATION DATA:
METHOD USED: GRID
TOTAL EXCAVATION = 3,333 CY. EXCAVATED CLAY = 625 CY.
PAD AND DIKE FILL = 7,781 CY. (ADJ.) CLAY LINER = 1 678 GY, {ADJ.)
NET = 4,448 CY. CLAY BORROW = 1,p53 CY.
SI tI7Ai�l i= 1=CIR f INFR � Fi7� :"Y
BORROW = 5,073 CY.
1. PAD AND DIKE VOLUMES HAVE BEEN ADJUSTED 20% AND CLAY LINER
HAS BEEN ADJUSTED i 5� FOR SHRINKAGE DUE TO COMPACTION..
2. TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
CLAY LINER.
- - ��r � � �_"-.�,:�t i' -ram -'
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-_�� _ _ _
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� Aq .'��@ �` Y
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NTROL PP'T
RA7►US
TRU �F' TJP.N AROUND
� ce�D TANKS
�,e� V. T 100. i 7
HIuH E�JD 4F PAD --�-
� �IJgO��,DE ELEV. = 1O_�.2
\� r , _.
� ��
��,�� % �/
�©P 0 'a�-
P /
EXISTING DITCH
GRAPHIC SCALE
.� 0 20 .o � }�,o
�� -
( [N � EET )
F inch - 41) l't
CO v # �a
BURIED REBAR
N = �307.4878
E = 4979.98�2
ELEV. = 97.18
LOADING r,»UTE
ExIsTINc wo®DsuNE
CONTROL PNT 2
BURIED REBAR
N = 5272.4553
E = �?72.4553
ELEV. = 9�.51
50' OFFSET {TYP.)
p - 3 Ci
I� PRECAST CONC. PULL PLUG BOX
TOR ELEV. = 104.74
g� BOTTOtu ELEV. = 102.07
DITCH. PIPE INV. = 1 Q0.90
LOW END OF PAD
SUBGRAL7E ELEV. = 102.82'
�' =' �' .
�;� �-
NOTE: RAISE TOP
OF
DIKE
TO
103.40
ADJACENT
T©
BLDG.
AS
SHOWN
r
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�
1
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d
3 1 11 I I 1' I
' F— — _1 --� i I I—' .
3
1 I
ROAD ELEv. - EXISTING
i
PAD 'MOTH a 80.00' —
-. -. BLDG 4ADTH - 55.00'
0
d A d CONCRETE PAD d
Q, d 4
d
3
I l if i I I=1
BUILDING PAD SECTION (WIDTH)
m G,H END GRADE
REFERENCE POINT
ELEV. - 102295 (SUBQnADQ
LOW END GRADE
REFERENCE POINT
ELEV — 102.50 (SUBGRADE)
PAD LENGTH - 180.00'
BLDG. LENGTH - 162.DO'
1/4% .Sc'_WE
CONCRETE PAL' -
BUILDING PAD SECTION (LENGTH)
INSIDE TOP OF DIKE
STAYING POINT
I= 0G' t
n crT ra�c
/— S'TRIP TOPSOIL BEFORE FILLING DIKE
CLAY LINER - ♦ 74'
I
TOP OF DIKE
3'
V
UNSUITABLE
SOILS
EXISTING
CLAY SOIL
I��II�--,III
I
+ 5' CLA Y LINER
C UNSUITABLE
SOILS
` -1-A' LINLF
LINER/DIKE CROSS SECTION
MURPHY
FARMSINC.
P. 0. BOX 759 ROSE HILL,
PHONE : (p 10.`- 2111 NORTH CAROLINA 28458
EXISTING GRADE
WA YATE H 0 WA L-
11111'',260NL'RSE1
CEMENT BLOCK. PAD
8' + /— :ROM NSICE ' OP OF DIKE
STAFF GAUGE
I- 4L
!—. PIPE SUPPpPT
"5c"AR� APE
Uw Of Fr151- -rip
KF ET.EVA77CN
UNT RED
2' DEEP .VO TCHES (T1 P)
iNT XHITE
N T RFD
A T� EDPOST
AROUND STAFF GAUc2E
,Y AND COMPACT
3+JRYDEPTH
NOTES
I THE GROWER MAY USE EITHER
CONCRETE EiLOCK SPLASH, PAD (_)R
FLEXIBLE PIPE SOUR PROTECTION
DEVICE
THE SPLASH PAD SHALL EXTEND
k MINIMUM OF 1 .0" t UPSLOPE 'D Ti1E
�;I�E END TO4.C). BEYOND THE TCE
THE SLOPE
�'-�ASTIC PIPE 'SIHALL BE LONG
4N0U:yH TO EXTEND A MINIMUM OF
=.G' FLAT ALCNG THE LAGOON
BOTTCIM
�I r— MIN OVERHANG OVER SPASH AD = 1 G
PIPE SUPPORT SHALL BE CnN(-PFTF ICI (Irk BHA{ I AF 1 AID
ZAyPriLLL.., Al,n 4LAT TOGETHER TIGHTLY WITH NO
AND COMPACTEDjj GAPS BcTWwEN
—w 1 4.0' MIN
FLEXlHTF- PE PSTIC PIPE
DISCHARGE PIPE
PIPE SUPPORT SHALL BE
BAC6tFILLED WITH CLAt
ANC COMPACTED
PIPE SUPPORT
mow. Unq
FLEXIBLE PIPE SHALL SLIDE OVER
DISCHARGE PIPE A MINIMUM OF 1'
AND SiIALL BE SECURED WITH SCREWS
4 n' MIN
SCOUR PROTECTION DEVICES
rr +
V" I �
Ah," DATA rDESCR!PTIlY,
w0005
OVERHANGING LIMBS. POWER LINES, ETC,
20' MIN OVERHEAD CLEARANCE
FROM HIGH POINT OF ROADBED
OVERHANGING LIMBS
TRIMMED TO 11' MIN.
FROM Ct EACH SIDE
22' MIN.
DITCH TO DITCH
14' IMIN.
ALL AEATHER TRAVEL MIDTH
1 /2-/FT. 1 1 /2'/i'T.
Cx)MPACTED WELL -DRAINED ROADBED
SUITABLE FOR ALL WEATHER CONDITIONS
SHOULDER DITCHES
PROVIDE ADEOUATE OUTLET FOR
SHOULDER DITCHES
1
4
TYPICAL I✓iTCH
SLOPES
MINIMUM REQUIRED FARM ROAD.
STATE 'MAINTAINED ROAD — PAVED OR SOIL
90,
40' AT
+; ULrR T
ROADSIDE DITCH
60' MiN z
5C' MIN. LENGTH --/ CLEARING
15" MI% Di A. CULVERT p
SECUP;TY GATES
END OF TAPER/SECURITY
GATE LOCATION
ENTRANCE MUST BE PLACED SG
THAT 1/4 MULE VISIBIUTY IS
PRQIADiM 1% 9.0r" DN?ECTONS 74' MIN. ALL MEATHM T><i,AMEL. OWT"
W
22' MITI 4 DITCH TD (L DITCH
MINIMUM ENTRANCE REQUIREMENTS
=DEN
CDUNT}
L')RA WP,; R'`. J '
MEMO
SHEET 77
Or r'
SCALE: NONE
AL
%NCB ME `
r'r* rtiYrN�. �
P� ��. 1nr M1dp
ZIs ! +