090078_CORRESPONDENCE_20171231

State of North Carolina
Department of Environment
and Natural Resources RECEIVED •
Division of Water Quality jag
A44
,lames B. Hunt, Jr., Governor ,JAN 5 1999
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., DirectR `ETTEVILLE NCDENR
REG. OFFICE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 28, 1998
Oscar Autry Farm
489 McLean Rd
Elizabethtown NC 28337
Attn: Oscar Autry
Subject: Certificate of Coverage No. AWS090078
Oscar Autry Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Oscar Autry:
In accordance with your application received on October 23, 1998, we are forwarding this Certificate of
Coverage (COC) issued to Oscar & Delma Autry, 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 Oscar Autry Farm, located in Bladen County, with an animal
capacity of no greater than 2560 Feeder to Finish and the application to land as specified in the Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWW, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CA WMP may result in the revocation of this COC,- or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS090078
Oscar Autry Farm
Page 2
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Dianne Thomas at [phone] ext. 364.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
iFayetteville_Regional Offce,'Waier'_Quality Section
Bladen County Soil and Water Conservation District
Permit File
NPDU Files

•Fr 11L1111a1 TT Ls..7ry +­� _. bwuav — ..coda vva ra aavv. r. v..
(please type or print all information that does not require a signature)
Name of Ftarrn �att0:5 car /r{K �r arr� ` VAA "? /T , !y9) Facility No: d 9 i
Owner(s) Name: ciscctr a- D
Mailing Address: _ 5-1 S !NL `,
Farm Location:
Fourteen Digit Hydrologic Unit:
Phone No:yo- as-¢- 6634;
County Farm is located in'W. r3ladlems_
Latitude and Longitude: 34 Ll � - l Z- integrator: L ps:
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names,'directions, milepost, etc.): L f"l s s�
g c a.L hAt mow., le Fr ne& en el 1 4 p.,veJ roo4Z o.-, to _g:k'-r
Olieration Descriotion:
Type of swine No of Animals
Q Wean to Feeder
woo .dcr to Finish 7- 5'6 p
() Farrow to Wean
Q Farrow to Feeder
() Farrow to Finish
() Gilts
Q Boars
Acreage Available for Application: Z . 2-
Number of Lagoons/Storage Ponds: Z
Type of Poultry No of Animals
()Layer
()pullets
Other Type of Livestock:
Type of Cattle No of Anbnals
()Dairy
QBeef
Number of Animals:
Required Acreage: pez.S, ld p Nub
Total Capacity: 543 391 Cubic Feet(0) 1/17! `t8
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manac,er Agreement
1(we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from Iounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service. The approved plan will be fled at the farm and at the office of the local Soil and Water
Conservation Disiac-L-1 (rvc) know that modificition must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in Iand ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: 01,;C&Y ti U�r
Signature:
Name of Manager (if c
Signature:
AWC -- August 1, 1997
Dater
from owner):
Date: -
66D-7a56

:
I. µ As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 211.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,1) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection. Storage. Treatment S15tem -
Cher the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
O New expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,'have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
C . S �l -
Affiliatian: - F� s
-Date Work Completed: UfG -f
Address(Agency) •o. G ,r/c z�'3 z
Phone No: Y,,,, z- zio
Signature: G '
Date: Z
a
B) Land Application Site MM
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (PIease Print): Bryan C.
Spell
Affiliation: Dogwood Farms, Inc.
Date Work Completed: /z
Address (Agency): P.O. Box 49 Clinton, NC 28329
Phone No: [phone]
Signature: /
Date: �Z �A� _ 9
7.
!1 Y
C) Runoff Controls from Exterior Lots
Check the appropriate box
(-Y"- Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior Iots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of -Technical Specialist (Please Print): Bryan C. Spell
Affiliation: Dogwood Farms, Inc. Date Work Completed: p fZ /G ' "?
Address (Agency): P.O. Box 49 Clinton, NC 28329
Signature: A, 4�'
AWC - August I, 1997 2
Phone No.: [phone]
Date:

• "' ropriute box
rz .
7 sEzistin� or ezyandin� facility with existing waste application e4�ipment =Pc�irated
or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
(} New, expanded. or existing facility without existing waste application equipment for syray im ation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan). -
( ) - " New.exlpanded,or existing facility without existiniz waste application eguipment for land spreadinz not usinz mrav
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
Ian).
Name of Technical Specialist (Please Print): Bryan C.
Spell
Affiliation: Dogwood Farms, Inc.
Date Work Completed:
Address(Agency): P.O. Box 49 Clinton, NC 28329
Phone No: (910) 592-2I04
Signature:
Date: %z l G _y 7
E) Odor Control In5at Contrnl Nfor#:flity Management and Em=ency Action Plan (SD SI WUP RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Irisect Control
Checklist, a hiortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Bryan C.
Spell
Affiliation: Dogwood Farms, Inc.
Date Work Completed: JZ /4 - i7
Address (Agency): P.o. Box 49 Clinton, NC 28329
Phone No.: (9l0) 592-2104
Signature:
��_4wz_
Date: ��") "
F) Written Notice of -New or Ex andi'ng wine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June21,-1996, when was it constructed or last expanded . I(we)
certify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway"from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
7-ame of Land Owner: _--
Signature: __ Date:
Name of Manager (if different from owner): _
Signature: Date:
AWC -- August 1, 1997

ration of Installation
New expanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, Have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For wasting facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature:— Date:
B) Land Application Site (WUP)
Check the appropriate box
0"' The cropping system is in place on all land as specified in the animal waste management plan.
{ } Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
(� Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared Iand within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print): Bryan C.
Spell
Affiliation: Dogwood Farms, Inc.
Date Work Completed:
Address(Agency): p_C, Box 49 Clinton, NC 28329
Phone No.: [phone]
Signature: G
Zc"Z/G-
Date:
This following signature block is only to be used when the box for conditional approval in IH.B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC -- August 1, 1997 4

be plan.
to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
For facilities without exterior logs, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
D} Application and Handling Eguipment Installation (W JP or I)
Check the appropriate block
{� Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
( ), Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print): Bryan C. C
Spell
pe
Affiliation: Dogwood Farms, Inc.
Date Work Completed:
Address(Agency): p.o. Box 49 Clinton, NC 28329
Phone No.:
[phone]
Signature: - G
Date:
The following signature block is 4fily to be used when the box for conditional approval in III D above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified.in-my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortalitv Management (SD.SI.WUP.RC orn
Methods to control odors and insects as specified in the PIan have been installed and are operational. The mortality
management system as specified in the Plan has also been instaIIed and is operational.
Name of Technical Specialist (Please Print):
Bryan C.
Spell
Affiliation: Dogwood Farms, Inc.
Date Work Completed: /,>7,;,,
Address (Agency) p,p, Box 49 Clinton, NC 28329
Phone No.: (gip) 592 2104
Signature:
Date:
AWC — August 1, 19C47 a 5

Gate 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
Oscar Autry Farm
489 McLean Rd
Elizabethtown NC 28337
Attn: Oscar Autry
Dear Oscar Autry:
4 0 •
kof
NC
"40
NORTH tOLINA WPARTCaFi
ENVIRONMENT ANDOrJA�RESOURCES
December 2, 1998 17 1993
hon-DiscNrge Pe" " itd'g
---Subject: Application No. AWS090078 --
Addition al Information Request
Oscar Autry Farm
Animal Waste Operation
Bladen County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by January 8, 1999:
Lagoon capacity documentation (as -built calculations) for the older lagoon (1920 feeder to finish). 1 was
only able to find documentation for the 640 expansion in the application. Be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable.
Please reference the subject permit application number when providing the requested information. All information should be
signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter
must be submitted on or before January 8, 1999 or the Division will return your application as incomplete in accordance with
15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 364.
Sincerely,
Dianne Thomas
Soil Scientist
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled! 10% post -consumer paper

LCWted Metes
Department of
Agriculture
OPERATOR:
Soa 122 Agriculture Services Center
ConaervaW Elizabethtown, NC 28337
Service
( 919 ) 862--6936
I T-W-CT. I
This is your animal waste.system design and specifications. 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.
The lagoon embankment has a HAZARD CLASS."A" design. Sudden failure of
the embankment will not endanger.life or damage public transportation
facilities. If failure should occur, lagoon would drain into
Wonoe-t) (-2�a. , which is SO estimated feet
from lagoon, which in turn would eventually drain into
—ro LL L1 .C'&
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 -
Estimation of Pad Fill =
1,3q: ) Cut -Fill Ratio
JOB CLASS --EZT-- DATE /1- 20 - 71
�-/o3±18S' 7}-3
12 ud�
-7 02- 3
Designed by:� )t19xg el (-,,. 11 )R2cJ _
Design Approval: Date
110The Soi Conservation Service
is an agency of am
—i DeW&rtment Or Aancuitwe

SCS-ENG-539
Rev. 5-70
U. S. DEPARTIIMEN'I OF AGRICULIURL
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME-0-SAP-' k!-AMS • _ DISTRICT
DATE _ I o - 4 -.-1 1 _ _ COUNTY - -
S. C. S. PHOTO SHEET NO. W - L- - WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE- ACRES
WOODLAND-
WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. "e I" =-fepuki
Locale reference point in center line of dam and Identify on tkefck
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BORINGS MADE'By SIGNATURE & Ijit' K

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
g- gravel
GP -Poorly graded gravels
s - sand
GM - Silty gravels; gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sI-sandy loam
SW -Well graded sands; sand -gravel mix
fsl-fine sandy loam
SP -Poorly graded sands
1-loam
SM -Silty sand
gl -gravelly loam
SC. -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
sil -silt loam
CL -Clays of low to medium plasticity
cl - clay loam
CH -Inorganic clays of high plasticity
sicl - silty clay loam
MH - Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
t - clay
1. Suitable material for embankment is available O Yes N0 (Indicate u Ar.r 1rwa+ra on th. skrrch on
rr-wr" •fCel
REMARKS:'
2. Explain hazards requiring special attention in design cT,,"g,T. syrtna,.r,,,* srcl
r-ENERAL REMARKS:
i -
24
25
26121
28
29
30
31
32
33
34
35
3&
37
381
33
40
41
142
43
44
45
46
47
48
49
50
51
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1 11

,_lperator:Oscar
Autry County: BLADEN
Date:
iz/o ;/9i
)
Distance
to nearest residence ( other than owner):
1000.0
feet
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish) .,
1417 1_:s.
0 lbs
0
sows (farrow to feeder) x
522 lbs.
=
0 lbs
19ZO
head (finishing only) x
135 lbs.
_
259200 lbs
0
sows (farrow to wean) ..
433 I bs .
=
0 lbs
0
head (wean to feeder-) x
_. = lbs.
-
0 1 bs
TOTAL STEADY STATE LIVE WEIGHT
(SELW)
_
259200 lbs
,_ . MINIMUM REQUIRED TREATMENT VOLUME ; ;F LAGOON
- -.
Voiurge = 2=:9200 lbs. SSLW x Treatment Vn1ume(C:F)/1b.
SSL !,1
Vo i came (C:F) l l b. SSLW=
1 tF%
I `4. S SLI-,
cTreatment
Volume _ 259200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL
DESIGN VOLUME
Inside top length =00.0 feet ;
Inside top
width
200.0 feet
Top of dike at elevation 50.5
feet
Freeboard 1.0 fee._. r Side slopes
3.0 1
1 (Inside
€ agoon )
Total design I So on liquid l eve I at
elevation
49.5
feet
Bottom of lagoon oon elevation 40.5
feet
Seasonal high water tab i e elevation
0.0 feet
i o lia 1 design volume using p1 i smo i d Ga 1
Total
formula
v3 ! = D # SN E DWS ! 6 i )E 1 S Sf = l D E2
LENGTH
ri ti F
DEPTH
3.0 _.fir 3.0 =.0
294.0
194.0
9.0
AREA OF TOP
LENGTH 0 WIDTH =
294.0 194.0 575 i 3 w . 0J ( AREA OF TOP)
AREA OF DOTTON
LENGTH * WIDTH =
240.0 140.t) 33600.0 (RRCam"A €-€1= BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH f 4.
26710 167.0 178356.0 s _ 5_'_,.0 (AREA OF MIDSECTION 4)
CU . F T _ _ E ARE.A TOP + ; 4 :4.AREA MIDSECTION) + AREA BOTTOM] DEPTH %
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 401488 C:U . FT
9

5. TEMPORARY STORAGE RFQUIRED
DRAINAGE AREA:
LaSoon (top of d|ke)
Length * Width =
300.0 200.0 6D0�0.0 Square fee�
Buildings (roof and lot water)
Length * Widt-h =
0.0 0.0 0.0 square feet
TOTAL DA 60000.O square feet
Des )Sn temporary storage period to be
180 days.
5A.
Volume of waste produced
Approximate daily production of manure in
CF/LB 00136
Vo|ume = 2�9*:�_100 Lb . S-SLW * CF of Waste/Lb./Pay
* 180 days
Volume = 63298 cub\c ee�
51B.
Volume of wash water
This is the amount of fresh water used for
waahinS f|oors or volume
of fresh water used for a f/ush system.
Flush systems tbat recircu|a
the lagoon water are acc�uoted for in 5�.
Vo|ume = 0.0 gallons/day *
180 days stora3e/T.4S gai!on
per CF
Vo|ume = 0.0 cubic feet
5C.
Volume of rainfa|| in excess of evaporation
Use period of timL- when rainfa|/ exceeds
e.vaporation ar8est a moun
180 days excess rainfa)\ =
7.0 incbes '
Vo|ume = 7.0 in * DA / 12 |nches per
'
foot
Vo|ume = 35000.0 cubic feet
0 c

5D. Volume of 25 year - 24 hour storm
Voi:me = 7.0 inches / 12 inches per foot * DA
Volume = 350{x].0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 63299 cubic feet
5% 0 cubic feet
5C. 35000 cubic feet
5D. 35000 cubic feet
TOTAL 133298 cubic feet
6. SUMMARY
Total required volume
3924?e cubic feet
Total design volume avail.
403488 cubic feet
Min. req. treatment volume
plus sludge
accumulation 259200
cubic
At elev. 46.8 feet ; Vo|ume
is
259927 cubic feet (end
pumping)
Total design volume less 25yr-24hr
storm is 368488 cubic feet
At elev. 48.8 feet ; Volume
is
3642T6 cubic feet (start pumpin
Seasonal high wnter table elevation
0.0 feet
7. DESIGNED 8Y
APPROVED EY
DATE.
DATF-
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN

Facility No.: 09-78
Farm Name: Oscar Autry Farm
Subject: Amendment to Waste
Technical Specialist: Danny Bailey
369 Rowan Rd.
Clinton, N.C.
[phone]
Date: August 1998
Background to Amendment:
RECE��ON
Utilization Plan NQ�.ptisc�e pesm+��
28328
Mr_ Oscar Autry wished to change fi.e'ld number 5 (2 acres) from
fescue pasture to a crop sequence of corn, rye (grazing) and
soybeans. Field 6 is to be changed from fescue pasture to a crop
sequence of corn, rye (grazing), and soybeans.
Mr. Autry also indicated that he would like to add several fields
to his waste utilization plan which he did not own, but could
obtain waste irrigation rights to. These fields would be in a
corn, small grain, soybean rotation. These leased fields are to
be added upon completion of the irrigation design and
installation by an (1) designated technical specialist.
I&Tiny Bail
Technical Specialist
/ ZZ r �
Date

> rh E,v
p Ev 11C/t s • � :.� •F ��e j �
/ �i 5�
WASTE UTILIZATION PLAN
TABLE 1 :
ACRES OWNED
BY PRODUCER
.
r A
TRACT
FIELD
SOIL
TYPE & CLASS- CROP
YIELD1 LB5
ICOMM
N **
* LBS
DETERMINING
PHASE CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
P..')PLIC .
TIME
{3 Esur... vR
2 5�a'
/
UG
Z)0Gut�'-
►fay
la•a!
30.E
la•7
/ii'AR-vc%
Ft-scr.G
yo
Le% G
Lehi! /f E 6
2. 5' T
/ 510
�' StPT• - M A
re'scNt
(p 30
3
i2o
/PaA,�,/e�
PQ s rw� E
.2 . b' l
S/v
✓� SEPI - /Jl+4
Ns'ay.a
lfC
LrfA�cE
N/sY
S• 3
G5
.d Al AA.-0c i
NY9R: o
� v G d
L+1 C
LcJ /f N r t
NA Y
$. 3 i
2 6 a
5r o ArAR. - o c 7-
RY
/Zo
,o J
5
"ed
/eU.��. cr
/' s r
1...d ��,c ,eyr�s. 8�f+ 33 OM
. 30 /n s
o2 • v
seE
-
/rr• yCFdA olf"Iey,
/ ei-•
/ 3 o�Y
(ez v
�•5r
8--4 '
Sir
3. 3 $
TOTAL

7, %%f C Al cNE,D $. I / Q s C�/1• K /C'% j{�,}"' 1
♦♦ WASTE UTILIZATION PLAN
TABLE 1: ACRES BY PRODUCER
LE.4scrc3
TRACT FIELD SOIL TYPE & CLASS-- CROP YIELD LBS Comm
DETERMINING PHASE CODE AW N PER
PER AC AC
/Sr• YeXA. coieV S 4/040-•i 115 3
i �� y I uJt �.4.,�c � �Hd . Y�,�,c SG/s.gt,,✓ 3pd, . Gay o
** * LBS
ACRES AW
USED
P T:IPLIC.
TIME
SEt
�• 7 rracyt O
/sr ti'rwA COS•✓/s �Mo ado
_ 4oak• G — t
.2�3 J �~ C••.� CAPr r`CA.e ��.d.YretSG s•8Ew�3P .,,/�� `1a /•.� rwcn+�0
Fg.9 1
.2 y�� 7- DI DD 9Asrrrsc.+rED
TOTALI 9
S. G « 51�.Q 1 / �iL •4' �� � u.•N E�f %! T �' 2 � _. _
fT 1 4 413 cF /l/i5 51 S
Su,�t Sys ax o ;c. — 3-5'33
p/tr�.9�E�� �.4.,..v y' �.a;.�Ey �Copp�,irL;�t �xT. S�.C�•[J

Attachment on Application Timing for Rotational Fields in
Corn/Rye(Grazing)/Soybeans.
Corn - 30 days prior to planting until tassel
February 20 - approximately mid -June
Rye(Graze) - Split application
1/3 nitrogen (30 days prior to planting through
Dec.l.)
2/3 nitrogen (mid -February - mid -March)
Soybeans - No more than 30 days prior to planting.

Vol
ve?- i�
Ir-
rm
-a, -ij
!Wr
2s

M W.01 13"
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
1, L & S Fams by Alfred Smith hereby give Oscar Autry permission to apply waste from his
Waste Utilization System on 113.73 acres of my land for the duration of the time shown below. The field(s) on
which waste can be applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphors, potassium and trace elements, and when properly
applied should not harm my land or crops. I also understand that the use of animal manure will reduce my need for
commercial fertilizer.
Landowner: L & 5 Farms Date:
By: Alfred .St�nith�
Term of Agreement: July 1, 1998 to _
(Wiirnum Tcn Ycus on Cost -Shared Items)
Tract 2450
Field # 7 36.16 ac.
# 3 9.76 ac.
# 2 27.81 ac.
July 22, 1998
July 1, 2000
CNotary
Cwu P Niy Commission Expires August 4, 1999
MRCS, NC
NNE, 1996

e I I TV
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
I, Willard Autry hereby give Oscar Autry permission to apply waste from his
Waste Utilization System on 13 .2 2 acres of my land for the duration of the time shown below. The field(s) on
which waste can be applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements, and when properly
applied should not harm my land or crops. I also understand that the use of animal manure will reduce my need for
commercial fertilizer.
Landowner: Willard Autry Date: August 4, 98
Term of Agreement p//� 3to -July 1, 2000
(Minimum Ten Years on Cost -Shared Items)
Tract 2435 10.75 ac_
1549 2.47 ac.
�� ! .t ill• � R '
Ob6 4Pt�-�
O,U"- Y,qq
MRCS, NC
NNE, 1996

SWINE WASTE SYSTEM DESIGN
for
r
P R o ik T
Table of Contents
Page #
Cover Letter With Volume Estimates .....................................
1
Location/Topographic Map(s)..............................................
PlanMap...........................................................................
3
SoilsMap ........................................................
_
Site Evaluation (page 1).......................................................
Site Evaluation (page 2)......................................................
Soils Boring Log/Evaluation (page 1)......................................
L
Soils Boring Log/Evaluation (page 2).....................................
8�
Design Calculations (page 1)................................................
Design Calculations (page 2)...............................................
10
Design Calculations (page 3)................................................
1_
Operation and Maintenance Plan (page 1) ..............................
i_�_
Operation and Maintenance Plan (page 2) ............................
1.3
Construction Specifications (page 1) ......................................
�G
Construction Specifications (page 2).....................................
1s
Waste Utilization Plan (page 1)...........................................
/4
Waste Utilization Plan (page 2)............................................
Waste Utilization Plan (page 3).............................................
)(, x
Seeding Specifications........................................................
)I
Excavation Estimates.........................................................
Aa-4
Fill Estimates.
b
Livestock Waste Sampling (page 1 ) ....................................
a,o
Livestock Waste Sampling (page 2).......................................
aj
Livestock Waste Sampling (page 3).......................................
:%A
Topo/Grid Plan View..........................................................
._
Typical Cross -sectional View ..............................................
Hazard Classification Sheet ..................................................
_a.S
Support Drawings (if needed) ..............................................
Wetland Determinate'on Re of t (if needed}
ro►._ o"!'�r..........
Nf�
Othe r.���tim:7S��on 4,y��!`1�'S. .�-�.!^ I.......
�co
Other..M.�.f..o.n0.4 s....................
-

� 122 Agriculture Services Center
United States Soil Elizabethtown, NC 28337
� 1� Department of Conservation
Agriculture Service [phone]
OPERATOR:
This is your animal waste system design and specifications. PIease review it carefully. Retain this
plan for your use and records. NCDEM now requires all designs and waste management plans to be
available on -site in the event of a regulatory spot check.
It is strongly recommended that you, your contractor and designer are in agreement as to how the
waste storage/treatment/udlization system is to be constructed. If further layout is required by the
contractor than is provided, feel free to contact the designer in order to avoid any confusion. It is
important that everyone understand what is expected so that final construction/seeding meets plans and
specifications for certification. If SCS is asked to certify construction, a stand of approved permanent
vegetation or evidence of seeding and mulch will be required on all lagoon dikes and surface water
diversion(s). You may seed pad areas later and install surface water structures following the final
construction phase if you wish.
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 evident, but you should observe
the construction process 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
attempts 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 wilt negotiate on the price and
location of borrow areas. Any movement of topsoil (recommended for vegetative purposes) is in
excess of amounts specified below. Any borrow area used for lagoon liner material is to be approved
by SCS prior to use.
NOTE: Design capacity — 6 Cu. Ft.
(excludes V freeboard)
Regular excavation estimate = 3 8 3 z Cu. Yd.
Excavation/fill for liner = I o t 9 Cu. Yd.
Embankment estimate = _1 S zo Cu. Yd.
Estimation of pad fill = _ 1992 Cu. Yd.
Cut -Fill Ratio
SCS JOB CLASS -7—
Designed by: _:5 n kid -, Lt/a"" _
Design Approval:C�'�. d""
Date S /G h,4
Date
The Soil Conservation Service
is an agency of the
Department of Agr,cul:ure

.115
43
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ir
Go
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Greek
OD
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_ -'- '`• .r r •• -..~'� � r :� � yu;�ti •mil �,�,_ . ►�:�,,.
- ''� _''4�,.y��-(�''�'1 � r _ _ 'F�"_ ''� - - '' ail _.•?�'r�•�r',.'.•.'.,
- _ •i ��' _ :Y.'. - :.w+},`-,:. -'�•' h =fC�- - _ ���.. �.i -�: .�y _��S. A'_�..' •;� ij����...l r�• 1�4
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U'NIT£D STATES SOIL 122 A-. Service Ctr.
D7PARTNIENT OF CONSERVATION Elizahethtown, NC 29337
A:.RICULTURE SERVICE 910-862-6936
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME Q�r _ LOCATION
TELEPHONE
SIZE OPERATION
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 110o FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
If yes, SCS cannot provide astiistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM? YES_-X __ NO
If no, site must he relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A
i`.4UNICIPALITY? YES NOS__
If yes, landowner should consult with local zoning hoard about required permits.
Permits must he obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO_
If yes, see Part 503 of the National Engineering Alanual and follow policy.
(Copies of maps or other reference material% may be attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO +�
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT 1N SWAMPBUSTING? YES NO _L_
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION O:
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.............. PREDOMINANT WIND DIRECTION? YES- (- NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU.FT. UPWARDS
.............. TO 3 CU. FT.ILB. OF ANIMAL? YES % NO
.............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 112 OF THE
.............. CAPACITY? YES yc` NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
.............. WASTE? YES_ NO
0

OTHER ENVIROWENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO X
1S A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO--t
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO_
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT. YES NOS
WILL THE ACTION RESULT IN SODBUSTiNG?
YES NO..
If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not
need to he completed.
WASTE NIANAGEI% ENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES NO
(Attach Waste Utiiimtion Plan to site evaluation.)
,SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES X NO
IS A CLAY LINER REQUIRED?
YES NO
IF YES, IS CLAY AVAILABLE ONSITE?
YES NO
QUESTIONABLE
IS A CORE TRENCH REQUIRED?
YES NO V
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
YES NO X
(If yes, tile must he removed or plugged)
QUESTIONABLE
SITE APPROVED YES .X NO CONDITIONAL
COMMENTS p i f /'�%, _ S !� GacDY 4-, be.
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNAT DATE o- Z-�'��
Page 2 of 2
G

SCS-ENG-538 U. S. DEPARTtiiu:.' OF AGRICULTURE
Ray. 5-70 SOIL 1. ric-ERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED PO!,11 SITE
CROPLAND-ACRESWATERSHED AREA MEASUREMENTS
••i i • •• 1 • ii•
SKETCH OF ••• i POND SHOWING WHERE BORINGS WERE MADE., .
Locals reference poini'm center line of darn and identify anskefck
■■■■■■■■■■■■
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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
g- gravel
GP -Poorly graded gravels
s - sand
GM - Silty gravels; gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl - sandy loam
SW -Well graded sands; sand -gravel mix
fsl -fine sandy .loam
SP -Poorly graded sands
1- loam
SM- Silty sand
gl"-gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. fine sands; sandy orclayey silt
siI -slit loam
CL - Clays of low to medium plasticity
Cl -clay loam
CH - Inorganic clays of high plasticity
sicl -silty clay loam
MH -Elastic silts
scl -sandy clay loam
OL -Organic silts and silty clays, low plasticity
sic - silty clay
OH -Organic clays, medium to high plWicity
c - clay
1. Suitable material for embaalmnent is available Yes No (Indicate where located on ,he skc&h an
nwerae side)
REMARKS:
,? CA At rL T v� r�•
2. Explain hazards requiring special attention in design (Seepage. sa,*w,.,mk etc)
GENERAL REMARKS:
U
25
26
1 27
28
29
1 301131
1321133
11 34
35
1361137138
13911401141142
43
44
45
46
4711481149
5011511

Operator:Oscar Autry Expansionnty:
BLADEN
Date:
Distance to nearest residence (other
than
owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. -
0 sows (farrow to feeder)
x
522
lbs. _
640 head (finishing only)
x
135
lbs. _
O,.sows (farrow to wean)
x
433
lbs. -
0 head (wean to feeder)
x
30
lbs.
Describe other :
Total Average Live Weaght =
2. ?'MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
01/01/70
1100 feet
0
lbs
0
lbs
86400
lbs
0
lbs
0
lbs
0
lbs
Volume = 86400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 86400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 200.0
Inside top width (feet)---------------------- 125.0
Top of dike elevation (feet)----------------- 50.5
Bottom of lagoon elevation (feet)------------ 40.5
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
3.0 3.0 3.0 3.0 194.0 119.0
AREA OF TOP
LENGTH * WIDTH
194.0 119.0 23086 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
140.0 65.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
167.0 92.❑
9100 (AREA OF BOTTOM)
86400 lbs
DEPTH
9.0
61456 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
23086.0 61456.0 9100.0 1.5
Total Designed Volume Available = 140463 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 125.0 25000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25000.0 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 = 86400 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 157824 gals. or 21099.5 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
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 inches * DA / 12 inches per foot
Volume = 14583.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14583.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 21099 cubic feet
5B. 0 cubic feet
5C. 14583 cubic feet
5D. 14583 cubic feet

6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall================__>
7.0
Freeboard=_________________ ___________=____>
1.0
Side slopes_ _______________________________>
3.0
Inside top length==_________________________>
200.0
Inside top width=====____=________________=_>
125.0
Top of dike elevation=====__________________>
50.5
Bottom of lagoon elevation=====_____________>
40.5
Total required volume=====__________________>
136666
Actual design volume=====___________ -------- >
140463
Seasonal high watertable elevation (SHWT)===>
45.7
Stop pumping elev.__________________________>
..4f6.9
Must be > or = to the SHWT elev.====______>
45.7
Must be > or = to min. req. treatment el.=>
46.5
Required minimum treatment volume=====______>
86400
Volume at stop pumping elevation=====_______>
86576
Start pumping
48.8
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
125880
Volume at start pumping elevation=====______>
124759
Required volume to be pumped=====__=________>
35683
Actual volume to be pumped__________________>
38183
Min. thickness of soil liner when required==>
1.5
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
. 1
feet
f eet
feet
f eet
cu. ft.
cu. ft.
feet
f eet
feet
f eet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
11

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days 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 25 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 must 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 -out of the lagoon when fluid level
reaches the elevation 48.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 35682.8 cubic feet or
266907.3 gallons. 4&W

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 Act 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.
i3

SHEET 1 OF 2
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
equ'pment 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 1.5 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 (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
14

SHEET 2 OF 2
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-
blished 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 tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as 14
Sr- CL. or CH.

WASTE UTILIZATION PLAN PAGE 1
April 19, 1996
PRODUCER: OSCAR & DELMA AUTRY
LOCATION: 515 MCLEAN RD . V1v E❑
ELIZABETHTOWN NC 28337 REC
TELEPHONE: [phone] n .5 %996
L G
TYPE OPERATION: Feeder to Finish Swine N4��epe�itls�9
NUMBER OF ANIMALS: 2560 hogs 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 waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. 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 to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments 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 2H.0217 adopted by the Environmental
Management Commission.
A0

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2560 hogs x 1.9 tons waste/hogs/year = 486.4 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2560 hogs x 2.3 lbs PAN/hogs/year = 5888 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
go &

'x.
WASTE UTILIZATION PLAN
PAGE 4
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
iFIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
TOTAL 10
-- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
FP
TALL FESCUE -PASTURE
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
75

WASTE UTILIZATION PLAN
PAGE 5
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
26.2
0
26.2
AMOUNT OF N PRODUCED
*** BALANCE
LBS AW N USED
5915
0
5915
5888
-27
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: 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 947.2 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
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.
a
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 waste being stored in
-^11T --t,-,ir-tare he within 1.7 feet of the top of the dike.

WASTE UTILIZATION PLAN PAGE 6
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
p 0&

WASTE UTILIZATION PLAN PAGE 7
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of'waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy -of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 -- Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
6. When animal waste is to be applied"on acres subject to
flooding, it will be soil 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" in
the NRCS Technical Reference -- Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in 14t
such a manner that no more than 20 to 25 percent of the leaf
� rrnv0rC3A _

'-' WASTE UTILIZATION PLAN
Waste nutrients shall not be applied in fall or winter for
springplanted crops on soils with a high p g 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 a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
i surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other
property and public right -of ways.
15. 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 wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
PAGE 8
20. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept
on site. $0 5

r,• ," WASTE UTILIZATION PLAN PAGE 9
r.
. NAME OF FARM: AUTRY EXPANSION
OWNER / MANAGER AGREEMENT
' I (we) understand and will follow and implement the specifications
i
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM 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 waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: OSCAR & DELMA AUTRY
SIGNATURE: DATE: - - — gx _
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Samuel G. Warren
AFFILIATION: USDA- NRCS
ADDRESS (AGENCY): 122 Ag. Service Ctr.
Elizabethtown NC 28337
SIGNATURE L' DATE: �—Xc( q b

WASTE UTILIZATION PLAN
_. TABLE 1: ACRES OWNED BY PRODUCER
r �:t
e. .
PAGE 3
TRACT
LDI
SOIL TYPE & CLASS—
iCROP
YIELDI
LBS
ICOMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC
TIME
2448
1
DGA
BH
600 t
0
0
6.7
2010
—
MAR—OCT
2448
2
1 WE
FP
2.8
13_40
2448
3
1 RO
FP
2.8
0
7
2448
4
IWE
BH
5.3
1265
2448
5
IWE
BH
5.3
1265
2448
5
JR0
FP
2.8
1140
2448
6
JR0
FP
2.8
1140
2448
1-5
JALL
>.. SG
1
175
`
I
END
0
2�
280
j
SEP—MAY
0
14.5 1630
SEP—MAY
0
3
1795
MAR—OCT
0
4
11060
MAR—OCT
0
2
1280
SEP—MAY
0
4
1560
SEP—MAY
0
4 1300
OCT—MAR
TOTAL15915
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
/64

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60-LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. 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
8.0 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
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY.VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
/ 0;

OH-Ver-1.44
PLANNED
QUANTITY CALCULATIONS
prepared for
Oscar/Delma Autry
US Department of
Soil Conservat
in
Bladen County, North Carolina
Designer : Samuel G. Warren Checker
Date : 05/21/96 Date
********************************************************************
640
head
Expansion
** EXCAVATION **
**
Bot
Left
Right
Off -CL
CL
Dist
Area
Volume
Area
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
65
3:1
3:1
42.0
0+19
631.9
0.0
81
1938.'7
65
3:1
3:1
42.0
1+00
660.6
0.0
81
3831.9
65
3:1
3:1
42.0
1+81
601.6
0.0
/h.

OH-Ver-1.44
Oscar/Delma Autry
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of
Soil Conservat
Bladen County, North Carolina
Designer : Samuel G. Warren Checker
Date : 05/21/96 Date
********************************************************************
Bot Left Right Off-CL
Width
SS
SS
(ft)
65
3:1
3:1
42.0
65
3:1
3:1
42.0
65
3:1
3:1
42.0
Liner + Regular Excavation
** EXCAVATION **
**
CL
Dist
Area
Volume
Area
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
0+19
801.6
0.0
81
2450.0
1+00
831.7
0.0
81
4851.4
1+81
769.2
0.0
16

iemx U.S. DEPARTMENT OF AGRICULTURE NC-ENG-12
Soil Conservation Service Rev. 6/82
0
EARTHWORK COMPUTATION SHEET
1
NAME:
SETTLED TOP DIKE ELEVATION: 50.5
TYPE EARTHWORK:
_X_ Dike
_3:1_ SS
_ 121_Top:
Excav:
Pad
STATION
ELEV.
FILL
END AREA
SUM OF
DISTANCE
DOUBLE
GROUND
HEIGHT
(Sq. Ft.)
END AREAS
(feet)
VOLUME
----------------------------------------
0
48.0
2.5
48.75
--------------------------------
200
48.0
2.5
48.75
97.5
200
19500
325
47.3
3.2
69.12
117.87
125
14734
525
47.5
3.0
63
132.12
200
26424
650
48.0
2.5
48.75
111.75
125
13969
1. Double Volume of Fill /2 = 37313.3 Cu. Ft.
2. Volume of Fill (line 1/27) - 1382.0 Cu. Yd.
3. Allowance for Settlement(10%) = 138.2 Cu. Yd.
4. Total Cubic Yards (2 + 3) - 1520.2 Cu. Yd.
Computed by: z,—,
Date: 05/20/96
Checked by:
650 74627
Jqa

OH-Ver-1.44
PLANNED
QUANTITY CALCULATIONS
prepared for
Oscar/Delma Autry
US Department of Agriculture
Soil Conservation Service
in
Bladen County, North Carolina
Designer : Samuel G. Warren Checker
Date : 05/21/96 Date
*******************************************************************************
Pad Fill
** EXCAVATION **
**
FILL **
Top
Left
Right
Off-CL
CL
Dist
Area
Volume
Area
Volume
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
70
3:1
3:1
75.0
0+00
0.0
303.9
100
0.0
1121.5
70
3:1
3:1
75.0
1+00
0.0
301.7
80
0.0
1996.6
70
3:1
3:1
75.0
1+80
0.0
289.0
Some
of the data
checking
(rules) have
been disabled.
jqb

1`'orijt Carolina Agricultural Extension
Atiachment
Service Zof 3
A ri Taste Mana
gement
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCUL&TION
OF LAND APPLICATION RATES
.lames C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Manure Slurry
i. Under -slatted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a thumb over end
of conduit)* trapping manure that has entered lover end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.
M_ Z

--"Attaciment B
2 of 3 _ ....
2 -
c. Mix and -add 3/4 •pint --to a nonmetallic sample container.
C. Lagoon Liquid
i.'Collect'about 3/4 pint of -recycled -lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15, pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle_ within 1' of liquid surface.
e. Empty intoo-a plastic bucket, repeat about 5 times around
-lagoon, mix, -and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas .around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by 6" area do.m to
earth floor and place in a plastic bucket.
d.- After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a -nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.
N
A /

Attachment B
-3- 3of
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
-residues from container with clean water but do not use disinfectants, -
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern'Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond,* -VA 23237 Wheeling, IL 60090
Ph: -[phone] Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Qinton'Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NG 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders.,
brooderhouse. grower, number flocks grown on litter; etc.)
c'. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P. K, Ca, Mg, Na,
S, Fe, Hn, Zn, Cu, B
i v. Additional analyses performed upon request: DM, No, Cd, Ni. Pb

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U.-S. Department of Agriculture
Soil Conservation Service T
NC_EMG-;4
Septest►r 19�80
F1Ie Cc► e: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner r "Coks
Y Ir.dL n
Comnuni t or Gr od`w-.' _ " j' . F Coii�ervotior '-Plan Ko. 1---
Estimatee Depth _pf. later' .tp' `Tqp• of Dw Ft.' of .-Flood Pool . 2c c 0 Ft.
Date of Field Hazard `lnvestfgati& 8­q6
Evaluation by reach of flood plain downstream to the point of estimated minor ;:`'fact
from sudden dam failure.
• s : ev. s . Lrevation
-.'Ind nd of : Traprovements : of Br: ach
Reach: f_ngth: ilidth: Slope: - La6d Use IMr6ements Atwve :F1oodq6tEr Above
Flood Plain: Flo,oa Plain
t. Ft.
G; e, /l
2 �vOa. �S -�ca1'
Describe potential for loss of life and damage to existing or probabl f ture downstream
improvements. from a sudden breach F i� 07
Hazard Classification of Darn (a, b, c) (see HEM -Part 520.21) a
Dam Clas_ification (I, II, III, IV, V}
By l rt 7�G Date
name (title)
Concurred By Date
name title
NO'iE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Q's

;,- INSTRUCTIONS `,• ; . ,: ' ,�`v^l92!ro�? {Fn?
All dams built with techn cal' stistince from the Soil Conservation Service
must have a hazard classA��f,-iFation assigned by the person responsible for
--approving, the -design. -hfo'st farm ponds: -except -In .-borderline.-cases, can -
be classified after a. complete ,fip10, investigation without assuming failure
and making breach -'studies: This data sheet is to be used for recording
the information oPtaJr*0 Ahra}ugh. field studies .And ;for- documenting the
?iazard•classification, Aird' 'there Is fo a-possIb111ty' r loss of�IIfe or
major property damage from a dam failure, an approved ,breach routing
procedure is to be used.' (Consult with the area engineer.)'`
Hazard classifications of dams are made by' evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should, sudden ly.Orpach--that is --a section -of the dam be suddenly and
comp).etely washed_ oast. .It is to be, assumed that a wall of water will. be
raleased equal to°.the height :pf _the'.dam. This ,flood wave will be reduced
in height as it moves down the 'flood plain. The 4ie height (depth of
floriding) sho6td be evaluated for a -suf-f-40ent distance- downstream..until -
_the estimated flood level will not cause significant damage'to-improvements,
such -as -homes, buildtnga-,=roads ,-ut-i44-tAes; reservoirs, etc. The breach
flood level 'will be reduced depending on the valley storage, slope, and
openess -of-the flood plain; however, in a -narrow -steep--valley--slopes -:
steeper than 10% should be given special consideration. One method of
-evaluation -is7 to compare=available-valley storage :(under flood -Conditions)
to impoundment storage (figured to the - top:of the -dam) for each reach
- evaluated -with -& Judgment. estimate- made of-4he-€food--Nave
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments-...
rr.C.,t i 7 r
�A;

I give my permission for Oscar 1. Autry to expand his hog farm.
Mr. Kevin Autry
521 McLean Rd.
E-Town, NC 28337 - --- -- ------
Mr. Christopher Hollis
517 McLean Rd
83 - ----- C��z
E-Town,NC 28337 ----- - --
Ms. Dorothy Mckoy
C 555 McLean Rd.
E-Town, NC 28337 - ------------- - - - -- -----
Ms. Helen Hollis I' ®, -. /
Rt. 2,Box 637 �V
E-Town, NC 28337------------------------------------
Ms. Ada. Regan G
[� t
729 McLean Rd. �f✓`L�%�7' ,-
E-Town, NC 28337 --
Mr. Winston Whitted
720 McLean Rd.
F E-Town, NC 28337/-- �ay-� "-i��=l?-�s .. ---------
Ms. Helen McQuire
C 620 McLean Rd,
-_ -_____ _________
E-Town, NC 28337
Ms. Mary L.Pellom
624 McLean Rd.
L-Toy=r., NC 28337 ---�-------________-- ___--

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ _& - y9� -�5�/
EMERGENCY MANAGEMENT SYSTEM
SWCD
NRCS y�o 59Z
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
4eave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below,
A. Lagoon overflow— possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all 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 contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the ru :off:
z. Evaluate the application rates for the fields where'ritnoff, occurred.
C. Leakage from the waste pipes.and sprinklers -actions include:
a. Stop recycie pump
b. St.op irrigation pump.
c. close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. L takage from flush systems, houses, solid separators --actions include:
a. Stup recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 December 18, 1996

- 0 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 actions -
a. Dig a small sump or ditch away from the einbankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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 .eaters?
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 . After hours, emergency number: 1-800-858-0368.
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 undertaken, and the seriousness of the situation.
b. if spill leaves the property or enters surface waters, call local EMS phone number-
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number , local SWCD office phone number
and local NRCS office for advice/teclmical assistance; phone number
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 minimize off -site
damage.
a. Contractor's Name:
b. Contractor's Address:
c. Contractor's Phone-
2 December 18, 1996

6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18. 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause / BMPs to Minimize Odor Site Specific Practices
Farmstead a Swine production egetative or wooded buffers
recommended best
management practices
E,Vg
,Good judgment and common sense
Animal body • Dirty manure -covered EL1' Dry floors
surfaces animals
Floor surfaces 0 Wet manure -covered floors fitted floors
C' Waterers located over slotted floors
13 Feeders at high end of solid floors
�Serape manure buildup from floors
Underfloor ventilation for drying
Manure collection • Urine Frequent manure removal by flush, pit recharge,
pits . Partial microbial � or scrape
decomposition a' Underfloor ventilation
Ventilation exhaust • Volatile gases F maintenance
fans . Dust
lrffcient air movement
Indoor surfaces • Dust ashdown between groups of animals
17 Feed additives
C] Feeder covers
0 Feed delivery downspout extenders to feeder
covers
Flush tanks o Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling CJ Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys * Agitation during wastewater V Underfloor flush with underfloor ventilation
conveyance
Pit recharge points * Agitation of recycled lagoon CI Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siplton vents.
Lilt stations * Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain * Agitation during wastewater C1 Box covers
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater O Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces * Volatile gas emissions P /oper lagoon liquid capacity
* Biological mixing (9' correct lagoon startup procedures
* Agitation p inimum surface area -to -volume ratio
iJ Minimum agitation when pumping
CI Mechanical aeration
0 Proven biological additives
Irrigation sprinkler * High pressure agitation /Irrigate on dry days with little or no wind
nozzles * Wind driftt� 'nimum recommended operating pressure
Q' Pump intake near lagoon liquid surface
0 Plnnp from second -stage lagoon

Swine harm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access VA -arm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush ---Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PII.1-33 NCSU--Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operatiopc
Source Cause BMPs to Control Insects Site Specific Practices
I'-eed storage • Accumulations of feed ❑ Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumula
handling systems wastes
of animal . ❑ Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs. to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
—/utters as designed
U Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids Cr Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
,�iver more than 30 percent of surface
)excessive vegetative • Decaying vegetation Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
tems
Feeders Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
D Clean up spillage on a routine basis (e.g., 7- to 1 Q-
day interval during summer; 15- to 30-day interval
during winter)

Mortality Management Methods
(check which method(s) are being implemented)
0
O Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S.106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

OPERATION &WL41N1ENANCE PLAN
Proper lagoon liquid m, a,agzmzn; Should be a year-round priority. It is especially
importan! to manaao fzvels 50 th_t you do not have problems dur:,g extended rainy and
ti='et periods.
'v1ax:rnunn stor2ce CaPacliy sho'.:!d h2 2vaiiable in. the lagoon for periods when the
receiving crop i; dorrnant.(s ch as s.rintertime for berrnudagrass) or when there are
extended r2ir.v spells such as the thunderstorm season in the summertime. This means
t1,2t at the first si-ps of plant gromh in the later winter/early spring, irrigation according to
a farm waste management plan should be done ♦vheneve. the land is dry enough to
receive lagoon liquid. This will make star 2Qe ;pace available in the lagoon for future wet
pericds. !n ;he lave surimerie rly f2h the lagoon shou!d be pumped down to the low
,marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintzin the lagoon close -o the minimum liquid ievel as long as the weather and waste
utilization plan will ailow it.
`,v'ziting until the lagoon has reached Us maxlmurn storage capac ",,- before st2i n_Q to
I'r!g2tQ doe: not le2ve room'. storing excess Lvat-er during extended wet periods.
Over=low from. the lagoon ror any reason excep; a 2-5-year, 24-hour storm is a vio'ation of
state law and subject tc penalty action.
Tr;e routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the darn.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain 2 vigorous stand. The amount of fertilizer applied should be
based on a soils tes_, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-+0-10, or
equivalent.
Brush and trees on the embankment must be controlied. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. T hIs should be done at least once z year and
r055ib1y twice in years t ►st weather condi�ions are favorable for
heavy vegztative a; owth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
►:}e lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, zs a minimum, the following:
%/taste Inlet Pipes, Recycling Pipes, and Overilow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
overall condition ar pipes

Lagoon, surface --look for:
t • , undesirable vegetative growth
?• floating or lodged debris
Embankment ---look for: . -
I • settlement, cracking, or ' jug" holes
side slope stability --slumps or bulges
3. vet or damp areas on the back slope
•4. :' erosion due to lack of vegetation or as a resit of wave action
5. ` rodent damage
urger lagoons may be subject Jo liner damage due to wave ace ion caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon darn.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the !agoon may be
used to reduce the wave impacts.
Anv of these features could lead to erosion and weakenirrg of th? darn. If your lagoon has
any of these teatires, you should call an appropriate expert farniitar with design and
co^;traction of waste lagoons. You may need to provide a temporary fix if there iS a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not oe conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
i. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or'a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not comp!etely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time stia-.:ld major repairs be required. Having a nearly ful! lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, it your lagoon is fall,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pun'ips.
Surface water diversion features are designed to cam 21/ surface
drainage waters (such as rainfall runoff, roof drainage. gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only waver that should be
corning from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the .'agoon directly.
You should inspect your diversion system for the following:
i . . adequate vegetation
2. diversion capacity
3.i ridge berm he.--ht

identified problems should be corrected promptly. It is advisable to i-:spect your system
during or immediately following a Heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assurnes there is no pumping).' This will
give you an idea or how, much your lagoon level will rise with a certain rainfall amount
(y.)u must also be reCording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage, if your lagoon rises excessively, you may .
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounu.;ng land.
Ladoor. Operation
Startup:
2 . Immediately after construction establish a complete sod cover on bare soil
surfaces to zvoid erosion.
2. rill new lagoci design tr ea'..ment volume a; least half full of water before
waste loading begins, takino•care not to erode lining or bank slopes.
.3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon' during initial
f illing or another means or slowing the incoming water to avoid erosion of
the lining.
;. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent or the full lagoon
liquid volu.me. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH Calls below
7.0, add agricultural lime at the rate of 7 pound per `300 cubic feet of
lagoon liquid volume until t' a pH -rises above 7.0. Ootimum lagoon liquid
PH is between 7.3 and B.O.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions o_Cur for prol'onge% periods, espec'ail y during the warm
season;.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush syster:ns that % ash waste into the lagoon Several times daily are
opti-num for treatment. Pit recharge systems, in wh;ch one or more buildings are drained
and recharged each day, also wo-k well.

Practice water conservation ---minimize building water_usacg and
5pOlage from !eaking waterers; broken pipes and washdown through
proper maintenance ar,d water conservation.
'v,inimize teed wastage and spitlage by keeping feeders adjusted. This
il reduce the amount of solids entering tre lagoon
Management:
. Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Piacz visible markers or stakes on the lagoon bank to ;how the
minimum liquid level and the maximum liquid iever (Figure 2-1).
Mart irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maxim:zed for the summer thunderstorm season. Similarly,
irrigate in the late surrinneriearly fall to provider maximum lagoon
storage for the winter. "
The lagoon liquid level •shou!d never be closer than 1 loot to the lowest
point of the dam or emkankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
s:.,rface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-s.emmnd forage or vegetation,
rnolded feed, plastic syringes, or other foreign raterials into the lagoon.
Frequen;lyremove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rpden., and varmint Control near lagoon edges.
Do not allow trees or :arge bushes to groat- or. lagoon dam o, embankrient.
Remove sludge from the lagoon either when the sludge storage capacity is
,'uil or before it tills SO percent of the permanent storage volume.
If animal production is fo be ternina:ed, the owner is responsible for
obtaining and implementing a .-'.osure p.an to eliminate the possibility of a
Pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be re:ured by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in ar, appropriateiry desioned basin, or
- minimizing feed wastage and spillage.
Lag.�on sludge that is removed annuatly rather than stored long 'err:^.:vill:
have more nutrients,
have more odor, and
require more land to proper.y use the nutrients.
Removal techniques:
Hire a custom applicator.
mix the sludge and lagoon liquid with a chopper -agitator impe le-
pump though large -bore sprinkler irrigation system, onto nearby cror:'and:
anti soil incorporate. .
Dewater the upper part of• lagoon by irrigation onto nearby crop and or
t'orageland; mix remaining sludge; pump into liquid sludge applicator; h,a:jl
and spread onto cropland or forgeland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon, with dragline or sludge barge; berm
2n area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewate. haul and spread with manure spreader
:)nto cropland or forage!and; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields wiN be
limiter by these nutrients as well as any previous waste applications to that field and crop
.require Ant. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Clo_e
a;tpn:ion by the pumper or drag -line operator will ensure that the !agoon liner remains .
intact. F you see soil material or the synthetic !iner material being disturbed, you should
stop t; a activity irnmediately and not re,ume until you are sure ti"at the sludge can be.
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a ,much higher phosphorus and heavy metal content
than liquid. Because cf this it shou!d probably be applied to lard with low phosphcr;,s
and metal levels, as indicated by a soil tes,, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soli -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wa;te5, always have your lagoon sludge analyzed for its nutrient value.
i r.e appiicat.'o.n of sludge will increase the arnount of odor at tl a v:asze application site.
E-,,!ra precaution shou!a be used to observe the win- direction and.' --trier conditions which
could increase the concern of neizhbora.

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State of North Carolina
Department of Environment,
Health and Natural Resources 4
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID E H N
A. Preston Howard, Jr., P.E., Director
February 19, 1997
MEMORANDUM
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sue Homewood
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in; your files.
Facility numbe 09-78 d 0943 were duplicate records. Facility numberN9
was deleted fr43
om imarperations database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
RECEIVED
FEB 2 419971
FAYETTEVILLE
REG. OFFICE
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 106% post -consumer paper

T
Top Soil Precision Ao,
Client-.
Oscar Autry Farm
Farm:
2701
Field:
Field 1
Event.:
Boundary with Features
Markers
Label
Reported Area:
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133 Feet

Top Soil Precision Aa
Client.
Farm:
Field:
Event:
Oscar Autry Farm
2 701
Field =
Reported Area:
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156 Feet

0
Top Soil Precision Ag
Client: Oscar Autry Farm
Farm: 2701
r;�1,4- r-';A14
Markers
Label
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Top Sol] Precision Aa
Client: Oscar Autry Farm
Farm: 2701
Field: Field 4
Event: Boundary with Features0 �0 C-
Wcighted Avcriec: Computed Area: 3.96
161 Feet
Markers
Label
Reported Area:
3.96'TOTgL
PRAuced %% h .AI=k for Win&%vs

n
Top Soil Precision A4
` Cltent:
Farm:
Fie!&
Event:
Oscar Autry Farm
701
Field
Boundary with Features
236 Feet Weighted Average
Computed Area: 4.96
itilarkers
Label
Reported :area-
4-96 -MTAL
I
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0
Top Soil Precision Ag
Client: Oscar Autry Farm
Farm: 2701
Field: Field 6
Event: Boundary with Features apt
Markers
Label
Reported Area:
7.34 rTOTAI.
4.a3 WETTED
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Weighted Average: Computed Area: 7.33
20' Feet
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Client:
Farm:
Field:
Event:
Top Soil Precision A¢
Oscar Autry Farm
2701
Field 7
Boundary with Features Dt�-
(---- Weighted Average: Computed Area: 4.58
204 : eet
Markers
Label
Reported Area:
4-38 -rol-AL ..
3.56 0 F_TTE C'
l i %%A A&LInk f" It LAIIIS

Top Soil Precision AQ
Client: Oscar Autry Farm
Farm: 2701
Field- Field 8
Event: Boundary with Features
Markers
Label
Reported Area:
2.85-1v'r A'
.91 Qe+A-cCj
;__ __ ._ .---•----J Weighted Avcra;e: Computed Area: 2.8 � P,t-60.4 %%dh .agLtnk for Wtndo%%.%
]fi5 FF-et

Top Soil Precision Ac
Client:
Farm. -
Field:
Event -
Oscar Autry Farm
170I
Field 9
Bounday with Features
Markers
Label
Reported Area:
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Weighted Average: Computed Area: 9.09 Prod oed with AgLiak for Window.,
163 Feet

Top Soil Precision A ,
a ,s t`
Client:
Farm:
Field:
Everts:
Oscar Autry Farm
2701
Field 12
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Reported Area:
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625 Feet Weighted Average: Coinputed Area: 51.26 P-.t dznxtlrith A gLiak for Windo"s

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DEhR-FAYI:I'1EOLLF RE-2t1KOFFICE
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
0 Division of Water Quality
September 1, 2006
MR. OSCAR AUTRY
OSCAR AUTRY FARM Lh
489 MCLEAN ROAD R-FA'rt1T;MLLEt3EOb!ALQFACE
ELIZABETHTOWN, NC 28337
Subject: Phosphorus Loss Assessment Tool
Oscar Autry Farm
Permit Number NCA209078
Bladen County
Dear Mr. Autry:
The Division's records show that a completed PLAT Form has NOT been submitted for this facility. An
extension from the due date of October 6, 2005 was requested and ample time has been allowed for submittal. If
our records are in error please resubmit the completed PLAT Form for this farm. If the PLAT Form has not
been submitted, please do so by October 1, 2006.
Condition 1.6 of your NPDES Permit states: "If prior to the expiration date of this permit either the state or
federal government establishes Phosphorus loss standards that are applicable to land application activities at a
facility operating under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP
under the requirements of the Phosphorus loss standards to determine the facility's ability to comply with the
standards. This evaluation must be documented on forms supplied or approved by the Division and must be
submitted to the Division. This evaluation must be completed by existing facilities within six (6) months of
receiving notification from the Division.
The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State University
and the Natural Resources Conservation Service. PLAT addresses four potential loss pathways: leaching,
erosion, runoff and direct movement of waste over the surface. Each field must be individually evaluated and
rated as either low, medium, high or very high according to its Phosphorus loss potential. The ratings for your
farm must be reported to DWQ using the attached certification form. The PLAT forms must be kept as records
on your farm for future reference.
Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement
actions for any past or future violation. Furthermore, the Division of Water Quality has the authority to levy a
civil penalty of not more than $25,000.00 per day per violation.
If you have any questions regarding this request, please do not hesitate to contact Duane Leith at [phone]
or contact the Fayetteville Regional Office at [phone]. Thank you for your cooperation.
Sincerely,
Duane Leith
Animal Feeding Operations Unit
cc: (Fayette iv ]le Regional Qffice,.Aquifer Proon tectiSection
Facility File 9-78
N Carol' a
M`ural?
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatcrgoalitv.org location: 2728 Capital Boulevard
An Equal OpportunitylA{firmative Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

.- ' 4 `4
R`-r'EIVED
20"
Or-NR-FAYEfiFNILLE REGIONAL OFFICE
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number OCa A61 6 7 County Year 2005
Facility Name (as shown on Certificate of Coverage or Permit) e)94,- 12 AUT f-4f
Operator in Charge for this Facility _ IJTI"[a Certification #. 16 a 26
vor
Land lication of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. IfNO, slip Part I and Part H and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled
Part I : Faci-ift Iafonmgtion:
1. Total number of application Fields B or Pulls 0 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): -A 9 : Total Useable Acres approved in the CAWMP
2. Total number of Fields 2or Pulls D (please check the appropriate box) on which land application
owtir ed during the year. Total Acres on which waste was applied 5-1 ,
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
90 y ?,13
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: / % 12
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year Q — tons IJ or gallons D (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of ammals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: Xrn e3Tiro 5 �-1 tr
A ►-
Part H: Facility Status:
1F THE ANSWER TO ANY STATEMENT BELOW IS "NOS'. PLEASE PROVIDE A WRM7EN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILTIY BACK INTO COMPLIANCE.

2. The facility was operated in such a way that there was no direct runoff of waste from L Yes 0 No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past 4Yes I J No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during NrYes U No
the Fast calendar year.
S. There was no PAN application to any fields or crops at this facility greater than the MYes I J No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. Yes LJ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon Rf Yes LJ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this sty is attached to this c:ertitication. �Lie
Yes
C3 No
9. Annual soils analysis were performed on each field receiving animal waste during the MoYes LJ No
past calendar year.
10. Soil pH was maintained as specified in the pernut during the past calendar Year? ie Yes 0 No
11. All required monitoring and reporting was performed in accordance with the facility's 0 Yes U No
permit during the past calendar yea•
12. All operations and mainance requirements in the permit were complied with during JtYes lJ No
the past calendar year or, in the case of a deviation, prior amrtlrorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all Yes ❑ No
sites receiving animal waste and the crops grown were removed w accordance with
the facility's permit
14. All buffer requirements as specified on the permit andthe CAWMP for this facility were Yes LJ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of haw that this docent and all attachments were prepared under my direction or
supervision in wwrdence with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belied true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permnittee Name and Tide (type or print) l

r Signature of Permittee
Signature of Operator in Charge
(if different from Permittee)
ate
W-E-ME-5-
.W �
nFAR - Ea*TWtLE REGIONAL UnCE
AFACF 3-14-03 3

f
July 28, 2005
c>Tn MAE.
RECEIFT # 7002 2410 0003 0274 §262
Oscar Autry
Oscar Autry Farm
489 McLean Rd.
Elizabethtown, NC 28337
RE: Sludge Survey Testing Dates
Facility # 9-78
Bladen County
Dear Oscar Autry:
Alan W. llimck P.E. Dizextor
Division of Water Quality
The Division of Water Quality (DWQ) received your sludge survey information on
January 11, 2005. With your results, you requested an extension of the sludge survey
requirement for the Lagoon #2 at the Oscar Autry Farm. Due to the amount of treatment volume
available, DWQ agrees that a sludge survey is not needed until 2007. The results of the 2007
sludge survey are to be submitted with the Annual Certification Form that will be due on March
1, 2008. Please be advised that this extension applies to Lagoon #2 only.
Thank you for your attention to this matterif you have any questions, please can me at
[phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File# 9-78
Mark Brantley, Fayetteville Regional Office
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Cusumier Service
inteMCt hVYft0 k-=Xmit oe.us 2729 CVtW Houlcvard Rvhl gh. NC 27604 Fax [phone]M 14M-623fi748
Fax [phone]
An Equal OppofttyffiAmsiive Adon Empb rw— SD% ReoydWV% Peat CAsraanet Paper

Appendix: 3. Lagoon Sludge Survey Form p rc o, - p-rRY
A. Farm Pemiit or DWQ Identification Number Oil —
B. Lagoon Identification Z.4!2"r Xf l
C. Persons) taking MeasurementsD. Date of Measurements SfL13 Z., -/
E, Methods/Devices Used for Measurement of
a. Distance from the lagoon liquid surface to the top of the sludge 12yer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
A✓C-
c. Thiclxtess of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank). /• 317 (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use B points
b. If more than 1.33 acre, Z.1??acres x 6 = q , utith maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): /- 33
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level: .2. O
(Determine from Plan or other lagoon records)
K Calculate distance from present liquid surface level to Minimum Liquid
level: Item J - Item I, assuming present liquid level is below Max. Liq. Level: .4 7
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): f3 • j / )—
M. Record from sludge survey data sheet the distance from the present liquid su.-face level
33
to the top of the sludge layer (average for all the measurement points): �• $
N. Record from sludge survey data sheet the average thickness of the sludge layer: b S 2—
O. Calculate the thickness of.the existing Liquid Treatment Zone (Item M -Item b): /
(Note: If Item O is less than 4 k a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed bti•: j . 7�,f..�.� F.r e r i Date- Z 3 /4
—,
Print Name 5ienatu._
1-,

�k�: r;'Yl h,3 4 i� 4/4
�^ Revifed April 20,1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number o9 - 2 F
Farm Name: ar AiLm Farr,-.
On -Site Representative:anzbfu
inspector/Reviewer's Name:
4.0
Date of site visit:
Date of most recent WUP: " If, '? 5K
Annual farm PAN deficit: 33pounds
_ Operation is flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) F1 F2 F3 F4
' Operation not required to secure WA
determination at this tir based on
exemption E1 E2 3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s) - circle #: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres,, is complete
and signed by an I or PE.
E2 Adequate D, and DJD3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
_ E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part 111. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part ill).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years W irrigation- records:
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations .(numerous.ditches; failure to deduct required
bufferlsetback acreage; -or_25% of total acreage identified in CAWMP includes:
small,- irregularly shaped fields fields less than 5 acres -for travelers -.or less -than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in -excess
of 75% of the respective field's total acreage as noted in table in Part III.

Revised April 0, 1999
Facility Number e,�
Part Ili. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'S
TYPE OF
IRRIGATION SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS
FIELD NUMBER'
- hvdrant. null. zone. or aoint numbers may be used in place of field numbers
depending on CAWMP
and type of irrigation system. If pulls, etc. Cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBER - must be clearly delineated on map.
COMMENTS3 - back-up fields with CAWMP acreage exceeding 75% of its total acres pnd having received less -than 50%
of its annual PAN as documented in the farm's previous.two years' (1997 & 1998) of irrigation records, -cannot serve as the
sole basis for requiring a WA Determination. -Back-up fields-must:be noted in -the comment section and must be -accessible
by irrigation -system.
Part IV. Pending WA Determinations
P1 Plan lacks -following information: _
P2 Plan revision -may satisfy75% rule based.on adequate -overall PAN deficit -and by
adjusting all field acreage to.below'75% use -rate -. -
P3 Other (iern process of installing new irrigation system):

W AT�9Q
=pF
G
Michael F. Easley, Governor
Will iamCi. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
-<
Alan W. Klimek, P.E. Director
Division of Water Quality
July 28, 2005 FREI IVED
CERTIFIED MAIL 05 W
RETURN RECEIPT RE UESTED
RECEIPT # 7002 2410 0003 0274 6969 i �V! LE REGIONAL OFFICE
Oscar Autry
Oscar Autry Farm
489 McLean Rd.
Elizabethtown, NC 28337
RE: Sludge Survey Testing Dates
Facility # 9-78
Bladen County
Dear Oscar Autry:
The Division of Water Quality (DWQ) received your sludge survey information on
January 11, 2005. With your results, you requested an extension of the sludge survey
requirement for the Lagoon #2 at the Oscar Autry Farm. Due to the amount of treatment volume
available, DWQ agrees that a sludge survey is not needed until 2007. The results of the 2007
sludge survey are to be submitted with the Annual Certification Form that will be due on March
1, 2008- Please be advised that this extension applies to Lagoon #2 only.
Thank you for your attention to this matter. If you have any questions, please call me at
[phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File# 9-78
Mark Brantley, Fayetteville Regional Office
tw4ciro'wory
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http:l/h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recydedl10% Post Consumer Paper

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number AVM �2 O 9 07 $' County _6L A 7] E 14 Year 200 'c�-
Facility Name (as shown on Certificate of Coverage or Permit) 2 AL.,+,rt4 EGs
Operator in Charge for this Facility G Certification # Z 70
Land application of animal waste as allowed by the above permit occurred during the past calendar year
Ag!!!� YES NO. If NO, skip Part I and Part lI and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled -
Part I : FacilitV Information:
1. Total number of application Fields ❑ or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 02 _,f Total Useable Acres approved in the CAWMP
2. Total number of Fields eoor Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: 149Total Acres on which waste was applied . 3
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWW and
the permit: _ -/ 732 7.8a
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year — 0 — tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
a6Vg
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 34,4/
Smallest eZee
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: �r
Part H: Facility Status:
P-AR 0 2 28335
cc r nr-Ig
IF THE ANSWER TO ANY STATEMENT BELOW-JS NO , PLEASE PROVIDE``A WRiTTEN;m.
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during PJ Yes ❑ No
the past calendar year.
AFACF 3-14-03 1

2. The facility was operated in such a way that there was no direct runoff of waste from YYes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past VYes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during VYes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the VIYes ❑ No
levels specified in this facility's CAWIVIP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. Wyes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
Yes
❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
TYes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
R(Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
VYes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
14es ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
Wyes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
01Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permittee Name and Title (type or pri
AFACF 3-1 4-03 2

Signature of Perrnittee
Date
Signature of Operator fn Charge
(if different from Permittee)
- 2 7-_des
Date
AFACF 3-14-03

Appendix 3. Lagoon Sludge Survey Form p sc.4A. ivY
A. Farm Permit or DRrQ Identification Number p__
B. Lag.00n Identification L. !2a,* r ; /
C. Person(s) taping Measurements 17 A..w. 7 34.'
D. Date of Measurements 4-'Ll3 f u�
E. h4ethods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
D 4-141-W
b. Distance from th�� on liquid surface to the bottom (soil) of lagoon:
c /,, -
C
c. Thickness of the sludge layer if malting a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): /. 3 % % (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G, Estimate number of sampling points:
a: Less than 1.33 acre: Use S points
b. If more than 1.33 acre, Z. 3 ?%acres x b = with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
1he lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): / • 33
7. Determine distance from Maximum Liquid Level to Minimum Liquid Level: 2. 0
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid -
ievth Item .I — Item I, assuming present liquid level is below Max. Liq. Level: .47
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): j? • / )—
M. Record from sludge survey data sheet the distance fron, the present liquid surface level
to the top of the sludge layer (average for all the measurement points): `>t 3 3
N. Record from sludge survey data sheet the average rhiclaiess of the sludge layer: 3. 6 9 2—
O. Calculate the thickness of the existing Liquid Treatment Zone (Item Al — Item K.: / 3
(Note: If Item O is less than 4 ft., a sludge rer_3oval and utilization plan may be required by
N. C. DWQ. See your specinc permit or conta_t DVVQ for more information.)
P. Proceed to Sludge Volume 'WOrksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by:) Date: 11 al.'f
Print Name Si 6natu z
13

•
•
•
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Kiunek, P_ E., Director
Division of Water ouality
April 9, 2003
Oscar & Delrna Autry .
Oscar Autry Farm•
489 McLean Road
Elizabethtown NC 28337
Subject: Certificate of Coverage No. NCA209078
Oscar Autry Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Oscar & Delrna Autry:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 10, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Oscar & Delma Autry, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS090078 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Oscar Autry Farm, located in BladenCounty, with an animal capacity of no
greater than an annual average of 2560 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows tray be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kee in
and monitoring conditions in this permit. The Devices to Automatically Stop Irrigation Events Form
rvc
ht�b�� .
Non -Discharge Permitting unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal opportunity Action Employer
Internet httpJWo.enr.state.nc.us/ndpu
Telephone [phone]oa3 Fax [phone]
Telephone 1 SW 623-7748
50% recycled110% post -consumer paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office .
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File NCA209078
Permit File AWS090078
NDPU Files
0

NPDES Permit Number NCA200000
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
SWINE WASTE MANAGEMENT SYSTEM GENERAL NPDES PERMIT
This National Pollutant Discharge Elimination (NPDES) permit is issued pursuant to North Carolina General
Statutes 143-215 et seq. and Section 402 of the Clean Water Act, may apply to any swine facility in the State of
North Carolina and shall be effective from the date of issuance until July 1, 2007.
The animal waste management systems covered by this General Permit normally include some type of collection
system (flush, pit recharge, scraped lots, etc); pipes or ditches for transmission of the waste; lagoons or ponds to
collect, treat and store the waste; irrigation equipment; and sufficient acreage for application of the animal waste
at agronomic rates.
All activities authorized herein shall be consistent with the terms and conditions of this permit.
Holders of Certificates of Coverage (COC) under this permit shall comply with the following specified
conditions and limitations.
I. PERFORMANCE STANDARDS
Any discharge of waste which reaches surface waters or wetlands is prohibited except as ,•
otherwise provided in this permit and associated statutory and regulatory provisions. Waste shall
not reach surface waters or wetlands by runoff, drift, manmade conveyance, direct application,
direct discharge or through ditches not otherwise classified as state waters.
The waste collection, treatment, storage and application system operated under this permit shall
be effectively maintained and operated as a non -discharge system to prevent the discharge of
pollutants to surface waters or wetlands. Application of waste to terraces and grassed
waterways is acceptable as long as it is applied in accordance with Natural Resources
Conservation Service (MRCS) Standards and does not result in a discharge of waste to the
surface waters or wetlands.
Facilities must be designed, constructed and operated to contain all waste plus the runoff from a
25-year, 24-hour rainfall event for the location of the facility. A facility that has a discharge of
waste that results because of a storm event more severe than the 25-year, 24-hour storm will not
be considered to be in violation of this permit if the facility is in compliance with its Certified
Animal Waste Management Plan (CAWMP), the Clean Water Act (Act) and its implementing
regulations, and this permit.
Any discharge or application of waste to a ditch that drains to surface waters or wetlands is
prohibited except as follows: (a) discharges from the ditches are controlled by best management
practices (BMPs) designed in accordance with NRCS standards; (b) the BMWs have been
submitted to and approved by the Division; (c) the BMPs were implemented as designed to
prevent a discharge to surface waters or wetlands; (d) the waste was removed immediately from
the ditch upon discovery; and (e) the event was documented and reported in accordance with Part
IH.11. of this permit. Nothing in this exception shall excuse a discharge to surface waters or
wetlands except as may result because of rainfall from a storm event more severe than the 25-
year, 24-hour storm.
March 14, 2003

NPDES Permit Number NCA200000
2. No discharge of waste shall result in a violation of the water quality standards established for the
receiving waters as per Title 15A, Subchapter 213, Section .0200 of the North Carolina
Administrative Code.
3. The facility's COC and its CAWMP are hereby incorporated by reference into this permit. The
CAWMP must be consistent with all applicable laws, rules, ordinances, and standards (federal,
state and local) in effect at the time of siting, design and certification of the facility. The
Permittee must assess, on an ongoing basis, the effectiveness of the implementation of the
CAWMP. The Permittee must amend the CAWMP in order to address any changes needed to
maintain compliance with the facility's COC and this permit. Any amendment to the CAWMP
must be documented, dated, and included as part of the CAWMP. All amendments, along with
an explanation identifying all amendments, shall be submitted to the appropriate Division
regional office within ten (10) working days of the amendment. If field, riser or pull numbers are
changed as a result of the amendment, an explanation shall also be submitted and include a
description of how the new numbers relate to the old numbers.
Any violation of the COC or the CAWMP shall be considered a violation of this permit and
subject to enforcement actions. A violation of this Permit may result in the Permittee having to
take immediate or long-term corrective action(s) as required by the Division or the
Environmental Protection Agency (EPA). These actions may include but are not limited to:
modifying the CAWMP; ceasing land application of waste; removing animals from the facility;
or the COC being reopened and modified, revoked and reissued, and/or terminated.
4. Any proposed increase in the certified design capacity or the Steady State Live Weight of
animals above that authorized by the COC will require a modification to the CAWMP and the
COC prior to the actual increase in either waste production or Steady State Live Weight of
animals.
5. A copy of this General Permit, the facility's COC, certification forms, lessee and landowner
agreements, the CAWMP and copies of all records required by this permit and the facility's
CAWMP shall be readily available at the facility (stored at places such as the faun residence,
office, outbuildings, etc.) where animal waste management activities are being conducted for the
life of this permit, unless otherwise specified in this permit. These documents shall be kept in
good condition and records shall be maintained in an orderly fashion.
6_ If prior to the expiration date of this permit either the state or federal government establishes
Phosphorus loss standards that are applicable to land application activities at a facility operating
under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP under
the requirements of the Phosphorus loss standards to determine the facility's ability to comply
with the standards. This evaluation must be documented on forms supplied by or approved by the
Division and must be submitted to the Division. This evaluation must be completed by existing
facilities within six (6) month of receiving notification from the Division
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no COC will be issued to any new
or expanding facility to operate under this permit until the applicant demonstrates that the new or
expanding facility can comply with these standards.
7. If prior approval is received from the Director, facilities which have been issued a COC to
operate under this General Permit may add treatment units for the purpose of removing
pollutants before the waste is discharged into the lagoons/storage ponds. - Prior to any approval,
the Permittee must demonstrate to the satisfaction of the Director that the new treatment unit will
not interfere with the operation of the existing treatment system and that a process is in place to
properly manage and track the pollutants removed.
March 14, 2003 2

NPDES Permit Number NCA200000
8. If prior approval is received from the Director, facilities which have been issued a COC to
operate under this General Permit may add various innovative treatment processes to the systems
on a pilot basis in order to determine if the innovative treatment process will improve how the
waste is treated and/or managed. Prior to any approval, the Permittee must demonstrate to the
satisfaction of the Director that the innovative treatment process will not interfere with the
operation of the existing treatment system and that a process is in place to properly manage and
track the pollutants removed.
9_ For all new and expanding operations, no collection, treatment or storage facilities may be
constructed in 100-year flood plain.
10. Existing swine dry lots may remain in wetlands as long as the wetlands uses are not removed or
degraded as a result of the swine. The swine however may not be confined within 100 feet of an
adjacent surface water or a seasonally -flooded area. The swine also must not cause a loss of
more than 10% of the existing tree canopy. Where trees do not exist, the area must be managed
to include crop rotation.
11. OPERATION AND MAINTENANCE REQUIREMENTS
The collection, treatment, and storage facilities, and the land application equipment and fields
shall be properly operated and maintained at all times.
2. A vegetative cover shall be maintained as specified in the facility's CAWMP on all land
application fields and buffers in accordance with the CAWMP. No waste shall be applied upon
areas not included in the CAWMP.
3_ Soil pH on all land application fields must be maintained in the optimum range for crop
production.
4. Land application rates shall be in accordance with -the CAWMP. In no case shall land
application rates exceed the Plant Available Nitrogen rate for the receiving crop. In no case shall
land application rates result in excessive ponding or any runoff during any given application
event.
Direct application of animal waste onto land which is used to grow crops for direct human
consumption that do not undergo further processing (e.g., strawberries, melons, lettuce, cabbage,
apples, etc.) shall not occur following the planting of the crop or at any time during the growing
season, or in the case of fruit bearing trees, following breaking dormancy. Application of animal
wastes shall not occur within thirty (30) days of the harvesting of fiber and food crops for direct
human consumption that undergoes further processing.
6. If manure or sludges are applied on conventionally tilled bare soil, the waste shall be
incorporated into the soil within two (2) days after application on the land. This requirement
does not apply to no -till fields, pastures, or fields where crops are actively growing.
Pesticides, toxic chemicals and petroleum products shall not be disposed of in the animal waste
collection, treatment, storage or application systems.
March 14, 2003

NPDES Permit Number NCA200000
8. Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be discharged
into the animal waste collection, treatment, storage and application system. Washdown of stock
trailers owned by and used to transport animals to and from the facility only, will be permissible
as long as the system has been evaluated and approved to accommodate the additional volume.
Only those cleaning agents and soaps that are EPA approved, will not harm the cover crop, and
will not contravene the groundwater standards listed in 15A NCAC 2L may be utilized in
facilities covered by this permit. Instruction labels are to be followed when using cleaning
agents and soaps.
9. Disposal of dead animals resulting from normal mortality rates associated with the facility shall
be done in accordance with the facility's CAWMP and the North Carolina Department of
Agriculture and Consumer Services (NCDA&CS) Veterinary Division's Statutes and regulations.
Disposal of dead animals whose numbers exceed normal mortality rates associated with the
facility shall also be done in accordance with the facility's CAWMP and the North Carolina
Department of Agriculture and Consumer Services (NCDA&CS) Veterinary Division's Statutes
and regulations provided that: 1) burial of such animals shall be done in consultation with the
State Veterinarian of the Department of Agriculture and Consumer Services (NCDA&CS)
Veterinary Division's Statutes and in compliance with NCDA&CS regulations; 2) the Division
of Water Quality shall be notified prior to burial; and 3) all such burial sites must be mapped,
and the dates and numbers of the animals buried by type must be recorded.
In the event of a Governor declared state of emergency, disposal of dead animals shall be done in
accordance with requirements and guidelines dictated by the State Veterinarian according G.S.
§ 106-339.4. The Division may require groundwater monitoring when there is massive burial of
animals. All burial sites of such animals must be mapped, and the dates and numbers of the
animals buried by type must be recorded.
10. Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property and buildings shall be diverted away from the waste lagoons/storage ponds
to prevent any unnecessary addition to the liquid volume in the structures.
11, A protective vegetative cover shall be established and maintained on all earthen lagoon/storage
pond embankments (outside toe of embankment to maximum pumping elevation), berms, pipe
runs, and diversions to surface waters or wetlands. Trees, shrubs, and other woody vegetation
shall not be allowed to grow on the lagoon/storage pond embankments. All trees shall be
removed in accordance with good engineering practices. Lagoon/storage pond areas shall be
accessible, and vegetation shall be kept mowed.
12. At the time of sludge removal from a lagoon/storage pond, the sludge must be managed in
accordance with the CAWMP. When removal of sludge from the lagoon is necessary, provisions
must be taken to prevent damage to the lagoon dikes and liner.
13. Lagoons/storage ponds shall be kept free of foreign debris including, but not limited to, tires,
bottles, light bulbs, gloves, syringes or any other solid waste.
14. The facility must have at least one of the following items at all times: (a) adequate animal waste
application and handling equipment, (b) a lease, or other written agreement, for the use of the
necessary equipment, or (c) a contract with a third party applicator capable of providing adequate
waste application.
March 14, 2003 4

NPDES Permit Number NCA200000
15. In accordance with 15A NCAC 8)F .0203(b)(2), the Operator in Charge (OIC) or a designated
back-up OIC of a Type A Animal Waste Management System shall inspect, or a person under
the supervision of an OIC or designated back-up OIC shall inspect, the land application site as
often as necessary to insure that the animal waste is land applied in accordance with the
CAWMP. In no case shall the time between inspections be more than 120 minutes during the
application of waste.. A record of each inspection shall be recorded on forms supplied by, or
approved by, the Division and shall include the date, time, sprayfield number and name of the
operator for each inspection. --
The Permittee may assert as an affirmative defense in any enforcement action alleging
noncompliance with the requirements imposed in this condition that such noncompliance was
due to circumstances beyond the Permittee's control. A notation shall be made on the form
indicating the inspection affected by such circumstance and an explanation setting forth the
circumstances claimed to have been beyond the Permittee's control shall be submitted with the
form.
16. Within one hundred and twenty (120) days of the effective date of a COC issued under this
permit, the Permittee shall install, operate and maintain devices on all irrigation
pumps/equipment designed to automatically stop irrigation activities during precipitation. This
condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
The Permittee will not be required to install, operate and maintain the devices if the Permittee
commits to provide for the presence of the OIC or the designated backup OTC at all times during
the land application of waste. This commitment must be submitted in writing to the Division
prior to the 120m day following the effective date of the COC on a form supplied by, or approved
by, the Division.
17. The Director may require any permittee to install and operate flow meters with flow totalizers
based on the facility's violations and/or incomplete or incorrect record keeping during irrigation
events.
18. No waste shall be applied in wind conditions that might reasonably be expected to cause the mist
to reach surface waters or wetlands.
19. The Permittee shall maintain buffer strips or. other equivalent practices as specified in the
facility's CAWMP near feedlots, manure storage areas and land application areas.
20. Waste shall not be applied on land that is flooded, saturated with water, frozen or snow covered
at the time of land application.
21_ The Permittee shall consider pending weather conditions in making the decision to land apply
waste and shall document the weather conditions at the time of land application on forms
supplied by or approved by the Division. Land application of waste is prohibited during
precipitation events.
22. Land application activities shall cease on any application site that exceeds a Mehlich 3 Soil Test
Index for Copper of greater than 3,000 (108 pounds per acre) or Zinc of greater than 3,000 (213
pounds per acre).
23. All waste application equipment must be tested and calibrated at least once per year. The results
must be documented on forms provided by, or approved by, the Division.
24. The Permittee must maintain monthly stocking records for the facility and make the records
available to Department and EPA staff upon request.
March 14, 2003

NPDES Permit Number NCA200000
25. Crops for which animal waste is land applied must be removed from the land application site and
properly managed and utilized. Harvested crops shall not be allowed to become unusable due to
prolonged exposure to the weather.
III. MONITORING AND REPORTING REQUIREMENTS
1. An inspection of the waste collection, treatment, and storage structures, and runoff control
measures shall be conducted and documented at a frequency to insure proper operation but at
least monthly and after all storm events of greater than one (1) inch in 24 hours. For example,
lagoons/storage ponds, and other structures should be inspected for evidence of erosion, leakage,
damage by animals or discharge. Any major structural repairs to lagoons/storage ponds must
have written documentation from a technical specialist certifying proper design and installation.
However, if a piece of equipment is being replaced with a piece of equipment of the identical
specifications, no technical specialist approval is necessary [i.e. piping, reels, valves, pumps (if
the gallons per minute (gpm) capacity is not being increased or decreased), etc.] unless the
replacement involves disturbing the lagoon/storage pond embankment.
2. Monitoring and Recording Freeboard Levels
a. Highly visible waste -level gauges shall be maintained to mark the level of waste in each
lagoon/storage pond that does not gravity feed through a free flowing transfer pipe into a
subsequent structure. The gauge shall have readily visible permanent markings.
The waste level in each lagoon with a waste level gauge shall be monitored and recorded
weekly on forms supplied by or approved by the Division.
The Director may require more frequent monitoring and recording on lagoon levels
based on the facility's compliance history for freeboard violations.
b. The freeboard levels of lagoons serving any facility which experiences Freeboard
violations in any two consecutive years following the issuance of this General permit, or
as determined necessary by the Director, shall be monitored and recorded as follows:
In addition to the facility's existing lagoon waste -level gauges, automated lagoon/storage
pond waste -level monitors and recorders (monitored and recorded at least hourly) must
be installed on all treatment and storage lagoons covered by a COC issued under this
permit to measure and record lagoon freeboard. This equipment must be properly
maintained and calibrated in a manner consistent with manufacturer's operation and
maintenance recommendations. This automated equipment must be in place no later
than ninety (90) days following notification from the Director. The Director may
determine that installation of automated waste level monitors is not required if the
Permittee can demonstrate to the satisfaction of the Director that the violations were due
to conditions beyond its control .
If an automated level monitor(s) becomes inoperable, the Permittee shall:
report the problem by telephone to the appropriate Division Regional Office as
soon as possible, but in no case more than 24 hours following first knowledge of
the problem; and,
ii. make any needed repairs to the equipment as quickly as possible, and take and
record daily lagoon levels at the same time every day until such time as the
automated equipment is placed back into operation.
March 14, 2003 6

NPDES Permit Number NCA200000
C. The Director may require new or modified waste -level gauges at any facility if he
determines that the existing gauges are not adequate to accurately indicate actual lagoon
levels, or the various lagoon levels required to be maintained by this permit or the
facility's CAWMP.
3. Monitoring and Recording Precipitation Events
a. Precipitation events at facilities issued a COC to operate under this permit shall be
monitored and recorded as follows:
A rain gauge must be installed to measure all precipitation events. The precipitation
type and amount must be recorded daily following all precipitation events.
b. As deemed necessary by the Director, precipitation events at facilities shall be monitored
and recorded as follows:
An automated rain gauge and recorder must be kept on site to measure and record all
precipitation events_ This equipment must be properly maintained and calibrated in a
manner consistent with manufacturer's operation and maintenance recommendations.
This automated equipment must be in place no later than ninety (90) days following
receipt of notice from the Director.
If an automated rain gauge(s) becomes inoperable, the Permittee shall:
i_ report the problem by telephone to the appropriate Division Regional Office as
soon as possible, but in no case more than twenty four (24) hours following first
knowledge of the problem; and,
ii, make any needed repairs to the equipment as quickly as possible, and take and
record all rainfall events until such time as the automated equipment is placed
back into operation.
4. A representative Standard Soil Fertility Analysis, including pH, phosphorus, copper, and zinc,
shall be conducted on each application field receiving animal waste in accordance with NCGS
143-215.1OC(e)(6). As of the effective the date of this permit, the Statute requires that the
analysis be conducted at least annually. The results of these tests shall be maintained on file by
the Permittee for a minimum of five (5) years and shall be made available to the Division or EPA
upon request.
An analysis of the animal waste shall be conducted in accordance with recommended laboratory
sampling procedures as close to the time of application as practical and at least within sixty (60)
days (before or after) of the date of application. Every reasonable effort shall be made to have
the waste analyzed prior to the date of application and as close to the time of waste application as
possible. This analysis shall include the following parameters:
Nitrogen Zinc
Phosphorus Copper
6. The Permittee shall record all irrigation and land application event(s) including hydraulic loading
rates, nutrient loading rates and cropping information. The Permittee shall also record removal of
solids and document nutrient loading rates if disposed on -site or record the off -site location(s).
These records must be on forms supplied by, or approved by, the Division.
March 14, 2003

NPDES Permit Number NCA200000
A record shall be created and maintained of all transfers of waste between lagoons/storage ponds
not typically operated in series. Such record shall include at least the identity of the lagoon from
which the waste was transferred, the identity of the lagoon receiving the waste, the date and time
of transfer and the total volume of waste transferred.
If, for any reason, there is a discharge from the waste collection, treatment, storage and
application systems (including the land application sites), to surface waters or wetlands, the
Permittee is required to make notification in accordance with Condition Ill. I L The discharge
notification shall include the following information:
a. Description of the discharge: A description of the discharge including a description of
the flow path to the receiving surface waters or wetland and a site sketch showing the
path of the waste. Also, an estimation of the volume discharged.
b. Time of the discharge. The period of discharge, including exact dates and times, and if
not corrected, the anticipated time the discharge is expected to continue. Also, steps
being taken to reduce, eliminate and prevent recurrence of the discharge.
c. - Cause of the discharge: A detailed statement of the cause of the discharge. If caused by
a precipitation event, detailed information from the on -site rain gauge concerning the
size and duration of the precipitation event.
d. Analysis of the waste: A copy of the last waste analysis conducted as required by
Condition III.5. above.
9. In the event of any overflow or other discharge from the waste collection, treatment, storage and
application systems) (including the land application sites) that reach surface waters or wetlands,
the following actions must be taken:
a. Analysis of the waste: Samples of the waste in the lagoon or storage pond from which
the overflows or other discharges originated must be sampled and analyzed within 72
hours of the time that the producer or his representative becomes aware of the discharge.
Samples must, at a minimum, be analyzed for the following parameters: fecal coliform
bacteria; five-day biochemical oxygen demand (BODS); total suspended solids (TSS);
total phosphorus as phosphorus; ammonia -nitrogen as nitrogen; TKN as nitrogen; and
nitrate.
b. Sampling procedures: The sample shall be collected and analyzed in accordance with
EPA approved methods for water analysis listed in 40 CFR 136. Samples collected for
the purpose of monitoring shall be representative of the discharged waste. Monitoring
results must be submitted to Division within thirty (30) days of the discharge event.
10. All records required by this permit and the facility's CAWMP, including but not limited to soil
and waste analysis, rain gauge readings, freeboard levels, irrigation and land application
event(s), past inspection reports and operational reviews, animal stocking records, records of
additional nutrient sources applied (including but not limited to sludges, unused feedstuff
leachate, milk waste, septage and commercial fertilizer), cropping information, waste application
equipment testing and calibration, and records of removal of solids to off -site location(s), shall
be maintained by the Permittee in chronological and legible form for a minimum of five (5)
years. These records shall be maintained on forms provided or approved by the Division and
shall be readily available for inspection. The Permittee shall also furnish to the Division or EPA
upon request complete copies of any records required by this permit to be kept.
March 14, 2003

NPDES Permit Number NCA200000
11. Regional Notification:
The Permittee shall report by telephone to the appropriate Division Regional Office as soon as
possible, but in no case more than twenty-four (24) hours following first knowledge of the
occurrence of any of the following events:
a. Failure of any component of the animal waste collection, treatment, storage and land
application system resulting in a discharge to surface waters or wetlands.
b. Any failure of the waste treatment and disposal system that renders the facility incapable
of adequately receiving, treating or storing the waste and/or sludge.
A spill or discharge from a vehicle transporting waste or sludge to the land application
field which results in a discharge to surface waters or wetlands or an event that poses a
serious threat to surface waters or wetlands.
d. Any deterioration or leak in a lagoon/storage pond that poses an immediate threat to the
environment or human safety or health.
e. Failure to maintain storage capacity in a lagoon/storage pond greater than or equal to that
required in Condition V. 3_ of this Permit.
f. Overapplying waste either in excess of the limits set out in the CAWMP or where runoff
enters surface waters or wetlands.
g. Any discharge to surface waters or wetlands and/or that poses a serious threat to the
environment.
For any emergency, which requires immediate reporting after normal business hours, contact
must be made with the Division of Emergency Management at 1-800-858-0368.
The Permittee shall also file a written report to the appropriate Division Regional Office within
five (5) calendar days following first knowledge of the occurrence. This report shall outline
the actions taken or proposed to be taken to correct the problem and to ensure that the problem
does not recur. The requirement to file a written report may not be waived by the Division
Regional Office.
12. An annual certification report shall be filed with the Division's Central Office and appropriate
Regional Office by March 1 of each year for the previous calendar year's activities on forms
provided by the Division. If the facility was not in compliance, the annual certification must be
used to summarize all noncompliance during the previous year, actions taken or actions proposed
to be taken to resolve noncompliance and explain the current compliance status of the facility.
13. The Director may require facilities to submit additional reports and/or certifications based on the
facility's compliance history.
14. In the event of a discharge of 1,000 gallons or more of waste to surface waters or wetlands, the
Permittee must issue a press release to all print and electronic news media that provide general
coverage in the county in which the discharge occurred setting out the details of the discharge.
The press release must be issued within forty-eight (48) hours after it is determined that the
discharge has reached the surface waters or wetlands. A copy of the press release and a list of
the news media to which it was distributed must be kept for at least one (1) year after the
discharge and must be distributed to any person upon request.
March 14, 2003

NPDES Permit Number NCA200000
15. In the event of a discharge of 15,000 gallons or more of animal waste to surface waters or
wetlands, a public notice is required in addition to the press release described in Condition III 14.
The public notice must be placed in a newspaper having general circulation in the county in
which the discharge occurred and the county immediately downstream within ten (10) days of
the discharge. If a discharge of 1,000,000 gallons of wastewater or more reaches surface waters
or wetlands, the DWQ regional office must be contacted to determine in what additional
counties, if any, a public notice must be published. A copy of all public notices and proof of
publication must be sent to the Division within thirty (30) days of the discharge. The minimum
content of the notice is the location of the discharge, estimated volume, identification of the
surface water or wetland affected, steps taken to prevent future discharges and a phone number
and contact name.
16. All facilities, which are issued a COC to operate under this permit, shall conduct a survey of the
sludge accumulation in all lagoons within one (1) year of receiving the COC and every year
thereafter. This survey shall include but not be limited to a sketch showing the depth of sludge
in the various locations within each lagoon. This survey shall be submitted as part of the
facility's annual report in the year it was conducted. This survey frequency may be reduced if it
can be demonstrated to the satisfaction of the Division that the rate of sludge accumulation does
not warrant an annual survey.
If the sludge accumulation is such that it is greater than the volume for which the lagoon was
designed or reduces the lagoon's minimum treatment volume to less than the volume for which
the lagoon was designed, a plan must be submitted to the Division's Central Office within ninety
(90) days of this determination which documents removal and waste utilization procedures to be
used.
17. The Division may require any additional monitoring and reporting (including but not limited to
groundwater, surface water or wetland, waste, sludge, soil, lagoon/storage pond levels and plant
tissue) necessary to determine the source, quantity, quality, and effect of such waste upon the
surface waters, groundwaters or wetlands. Such monitoring, including its scope, frequency,
duration and any sampling, testing, and reporting systems, shall meet all applicable
Environmental Management Commission and EPA requirements
18. All monitoring, record keeping and reporting required by this permit, the Permittee's COC and
any additional monitoring and reporting required by the Director shall be on forms supplied by
or approved by the Director. Submittal of these reports shall be in paper and/or electronic
format as required by the Director.
19. Within five (5) working days of receiving the request from the Division, the Permittee shall
provide to the Division one (1) copy of all requested information and reports related to the
operation of the animal waste management system. Once received by the Division, all such
information and reports become public information, unless they constitute confidential
information under G.S. 132-1.2, and shall be made available to the public by the Division as
specified in Chapter 132 of the General Statutes.
IV. INSPECTIONS AND ENTRY
1. The Permittee shall allow any authorized representative of the Department of Environment and
Natural Resources (Department) or,EPA, upon the presentation of credentials and other
documents as may be required by law and in accordance with reasonable and appropriate
biosecurity measures, to:
a. Enter the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
March 14, 2003 10

NPDES Permit Number NCA200000
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect, at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and,
d. Sample or monitor, at reasonable times, for the purpose of assuring permits compliance
or as otherwise authorized by the Act, any substances or parameters at any location.
V. GENERAL CONDITIONS
The issuance of a COC to operate under this permit shall not relieve the Permittee of the
responsibility for compliance with all applicable surface water, wetlands, groundwater and air
quality standards or for damages to surface waters, wetlands or groundwaters resulting from the
animal operation.
2. The Permittee shall designate a certified animal waste management system operator with a valid
certification to be in charge of the animal waste management system. The waste management
system shall be operated by the OIC or a person under the OIC's supervision.
The . maximum waste level in lagoons/storage ponds shall not exceed that specified in the
facility's CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not
exceed the level that provides adequate storage to contain the 25-year, 24-hour stone event plus
an additional one (1) foot of structural freeboard except that there shall be no violation of this
condition if_ (a) there is a storm event more severe than a 25-year, 24-hour event, (b) the
Permittee is in compliance with its CAWMP, and (c) there is at least one (1) foot of structural
freeboard. In addition to the above requirements, for new and expanding farms with lagoon and
storage pond designs completed after September 1, 1996, storage must also be provided for the
heavy rainfall factor for the lagoons/storage pond. In case of Iagoons/storage ponds in series that
are gravity fed, the 25-year, 24-hour storm event and/or the heavy rainfall factor storage
requirement for the system may be designed into the lowest lagoontstorage pond in the system.
However, adequate freeboard must be designed into the upper lagoons/storage ponds to allow
sufficient storage to prevent the waste level from rising into the structural freeboard while the
storm water is draining into the lowest lagoon in the system.
4. Any containment basin, such as a lagoon or a storage pond, used for waste management shall
continue to be subject to the conditions and requirements of this permit until properly closed.
When the containment basin is properly closed in accordance with the "Natural Resource
Conservation Service (NRCS) North Carolina Standard for Closure of Waste Impoundments,"
March 2002 or any subsequent amendment, the containment basin shall not be subject to the
requirements of this permit or the Act. The Petmittee must submit a letter to the Division to
request inactivation of the NPDES permit COC by providing documentation describing the
procedures taken to close any containment basin.
Closure shall also include pre -notification of the Division and submittal of the Animal Waste
Storage Pond and Lagoon Closure Report Form to the Water Quality Section, Non -Discharge
Compliance and Enforcement Unit within fifteen (15) days of completion of closure.
5. The Permittee must maintain records of the amount of manure leaving the facility, provide the
recipient(s) with information on the nutrient content of the manure, and record the name and
address of recipient(s). The Permittee must inform the recipient(s) of his/her responsibilities to
properly manage the Iand application of manure. Record keeping for the distribution of manure
up to four (4) cubic yards per visit to individuals for personal use is not required.
March 14, 2003 11

NPDES Permit Number- NCA200000
6. The annual permit fee shall be paid by the Permittee within thirty (30) days after being billed by
the Division. Failure to pay the fee accordingly constitutes grounds for revocation of its COC to
operate under this Permit.
Failure of the Permittee to maintain, in full force and effect, lessee and landowner agreements,
which are required in the CAWMP, shall constitute grounds for revocation of its COC to operate
under this Permit.
8. A COC to operate under this General Permit is not transferable. In the event there is a desire for
the facility to change ownership, or there is a name change of the Permittee, a formal permit
request must be submitted to the Division, including documentation from the parties involved
and other supporting materials as may be appropriate. This request will be considered on its
merits and may or may not be approved.
A COC to operate under this General Permit is effective only with respect to the nature and
volume of wastes described in the application and other supporting data. The Permittee shall
notify the Division immediately of any applicable information not provided in the permit
application.
10. If the Permittee wishes to continue an activity regulated by this General Permit after the
expiration date of this permit, the Permittee must apply for and obtain a new COC. Renewal
applications must be filed at least 180 days prior to the expiration of the permit.
it. The issuance of a COC to operate under this General Permit does not prohibit the Division from
reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations,
Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100;
and North Carolina General Statute 143-215.1 and 215.10C.
12, The Director may require any person, otherwise eligible for coverage under this General Permit,
to apply for an individual NPDES permit by notifying that person that an application is required.
Coverage by this general permit shall automatically terminate upon issuance of the individual
permit.
VI. PENALTIES
Failure to abide by the conditions and limitations contained in this permit; the facility's COC;
the facility's CAWMP; applicable state law; and/or the Act and their implementing regulations
may subject the Permittee to an enforcement action by the Division and/or EPA including but not
limited to the modification of the animal waste management system, civil penalties, criminal
penalties and injunctive relief.
The Act and 40 CFR Part 122.41, as well as state law, provide that any person who violates a
permit condition is subject to civil penalties and administrative penalties. In addition criminal
penalties including imprisonment are provided for falsifying data, knowingly violating a permit
condition, or for negligence.
2. The Permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of state law and the Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
It shall not be a defense for a Permittee in an enforcement action to claim that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
conditions of this permit.
March 14, 2003 12

NPDES Permit Number NCA200000
V II. STANDARD PERMIT CONDITIONS
A. General Conditions
Introduction: In accordance with the provisions of 40 CFR Part 122.41, et. seq., this
permit incorporates by reference ALL conditions and requirements applicable to NPDES
Permits set forth in the Act, as amended, as well as ALL applicable regulations.
2. Duty to Comply: The Permittee must comply with all conditions of this permit. Any
permit noncompliance constitutes a violation of the Act and is grounds for enforcement
action; for permit termination, revocation, and reissuance; and/or for denial of a permit
renewal application.
3. Toxic pollutants: The Permittee shall comply with effluent standards and prohibitions
established under section 307(a) of the Act for toxic pollutants within the time provided
in the regulations that establish these standards or prohibitions, even if the permit has not
yet been modified to incorporate the requirement.
4. Permit actions. This permit may be modified, revoked and reissued, or terminated for
cause. The filing of a request for a permit modification, revocation and reissuance, or
termination, or a notification of planned changes or anticipated noncompliance, does not
stay any permit condition.
5. Property rights: The issuance of this permit does not convey any property rights of any
sort, or any exclusive privileges, nor does it authorize any injury to private property or
any invasion of personal rights, nor any infringement of Federal, .State/Tribal or local
laws or regulations.
6. Duty to provide information: The Permittee shall furnish to the Division staff, within a
reasonable time, any information- which the Division staff may request to determine
whether cause exists for modifying, revoking and reissuing, or terminating this permit,
or to determine compliance with this permit. The Permittee shall also furnish to the
Division staff, upon request, copies of records required by this permit to be kept.
7. Criminal and Civil Liability: Nothing in this permit shall be construed to relieve the
Permittee from civil or criminal penalties for noncompliance. Any false or materially
misleading representation or concealment of information required to be reported by the
provisions of the permit, state law, the Act, or applicable regulations, which avoids or
effectively defeats the regulatory purpose of the Permit may subject the Permittee to
criminal enforcement pursuant to 18 U.S.C. Section 1001.
8. State/Tribal Laws: Nothing in this permit shall be construed to preclude the institution of
any legal action or relieve the Permittee from any responsibilities, liabilities, or penalties
established pursuant to any applicable State/Tribal law or regulation under authority
preserved by Section 510 of the Act.
9. Severability: The provisions of this permit are severable, and if any provision of this
permit or the application of any provision of this permit to any circumstance, is held
invalid, the application of such provision to other circumstances, and the remainder of
this permit, shall not be affected thereby.
March 14, 2003 13

NPDES Permit Number NCA200000
B. Proper Operation and Maintenance
Need to halt or reduce activity not a defense: It shall not be a defense for a Permittee in
an enforcement action to plead that it would have been necessary to halt or reduce the
permitted activity in order to maintain compliance with the conditions of this permit.
Duty to mitigate: The Permittee shall take all reasonable steps to minimize or prevent
any discharge in violation of this permit which has a reasonable likelihood of adversely
affecting human health or the environment.
Proper operation and maintenance: The Permittee shall, at all times, properly operate and
maintain all facilities and systems of treatment and control (and related appurtenances)
which are installed or used by the Permittee to achieve compliance with the conditions of
this permit. Proper operation and maintenance includes the operation of backup or
auxiliary facilities or similar systems only when necessary to achieve compliance with
the conditions of the permit.
C. Monitoring and Records
Representative sampling: Samples and measurements taken for the purpose of
monitoring shall be representative of the monitored activity.
2. Retention of records: The Permittee shall retain records of all monitoring information,
including all calibration and maintenance records and all original strip chart recordings
for continuous monitoring instrumentation, copies of all reports required by this permit,
and records of all data used to complete the application for this permit, for a period of at
Ieast five (5) years from the date of the sample, measurement, report, or application. This
period may be extended by request of the Director at any time.
Record content: Records of monitoring information shall include:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
C. The date(s) and time(s) analyses were performed;
d. The individual(s) or Division certified analytical laboratory(ies) who performed
the analyses;
e. The analytical techniques or methods used;
f. The results of such analysis.
4. Monitoring procedures:
a. Monitoring must be conducted according to test procedures approved under 40
CFR Part 136, unless other test procedures have been specified in this permit or
approved by the Director.
b. The Permittee shall calibrate and perform maintenance procedures on all
monitoring and analytical instruments at intervals frequent enough to insure
accuracy of measurements and shall maintain appropriate records of such
activities.
C. An adequate analytical quality control program, including the analyses of
sufficient standards, spikes, and duplicate samples to insure the accuracy of all
required analytical results shall be maintained by the Permittee or designated
commercial laboratory.
March 14, 2003 W

NPDES Permit Number NCA200000
D. Reporting Requirements
Anticipated Noncompliance: The Permittee shall give advance notice to the Division of
any planned changes in the permitted facility . or activity which may result in
noncompliance with permit requirements.
2. Other information: Where the Permittee becomes aware that it failed to submit any
relevant facts in a permit application, or submitted incorrect information in a permit
application or in any report to the Division, it shall promptly submit such facts or
information to Division.
E. Signatory requirements
All applications, reports, or information submitted to the Division shall be signed and certified as
follows:
1_ All permit applications shall be signed as follows:
a. For a corporation: By a responsible corporate officer. For the- purpose of this
section, a responsible corporate officer means:
A president, secretary, treasurer, or vice-president of the corporation in
charge of a principal business function, or any other person who
performs similar policy or decision -making functions for the
corporation; or,
ii. The manager of one or more manufacturing, production, or operating
facilities provided, the manager is authorized to make management
decisions which govern the operation of the regulated facility including
having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive
measures to assure long term environmental compliance with
environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete
and accurate information for permit application requirements; and where
authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures.
b. For a partnership or sole proprietorship: By a general partner for a partnership or
the proprietor, respectfully.
C. By the co-permittee.
2. All reports required by the permit and other information requested by the Division or
EPA shall be signed by a person described above or by a duly authorized representative
of that person. A person is a duly authorized representative only if:
a. The authorization is made in writing by a person described above;
March 14, 2003 15

NPDES Permit Number NCA200000
b. The authorization specifies either an individual or a position having
responsibility for the overall operation of the regulated facility or activity, such
as the position of plant manager, operator of a well or a well field,
superintendent, position of equivalent responsibility, or any individual or
position having overall responsibility for environmental matters for the
company. A duly authorized representative may thus be either a named
individual or an individual occupying a named position; and,
The written authorization is submitted to the Division.
3 Changes to authorization: If an authorization, as described above, is no longer accurate
because a different individual or position has responsibility for the overall operation of
the facility, a new authorization satisfying the requirements above must be submitted to
the Director prior to or together with any reports, information, or applications to be
signed by an authorized representative.
F. Certification
Any person signing a document under this section shall make the following certification:
"I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
G. Bypass
Bypass is prohibited, and the Director may take enforcement action against a permittee for
bypass.
VIIL DEFINITIONS
25-year, 24-hour rainfall or storm event means the maximum 24-hour precipitation event with a
probable recurrence interval of once in 25 years, as defined by the National Weather Service in Technical
Paper Number 40, "Rainfall Frequency Atlas of the United States," May 1961, and subsequent
amendments, or equivalent regional or state rainfall probability information developed therefrom.
Act means the Federal Water Pollution Control Act as amended, also known as the Clean Water Act as
amended, found at 33 USC 1251 et seq.
Agronomic rates means the amount of animal waste and/or other nutrient sources to be land applied to
lands as contained in the nutrient management standard of the USDA Soil Conservation Service
Technical Guide Section IV or as reconunended by the North Carolina Department of Agriculture and
Consumer Services and the North Carolina Cooperative Extension Service at the time of certification of
the Animal Waste Management Plan by the appropriate technical specialist.
March 14, 2003 16

NPDES Permit Number NCA200000
Animal feeding operation means a lot or facility (other than an aquatic animal production facility)
where the following conditions are met: (i) animals (other than aquatic animals) have been, are, or will
be stabled or confined and fed or maintained for a total of forty five (45) days or more in any twelve (12)
month period, and (ii) crops, vegetation, forage growth, or post -harvest residues are not sustained in the
normal growing season over any portion of the lot or facility. Two or more animal feeding operations
under common ownership are considered to be a single animal feeding operation if they adjoin each
other, or if they use a common area or system for the disposal of wastes.
Bypass means the intentional diversion of waste streams from any portion of a treatment facility.
Director means the Director of the North Carolina Division of Water Quality.
Ditch means any man made channel for the purpose of moving water off a site to the surface waters.
Division means the North Carolina Division of Water Quality.
Excessive Ponding means any area of the application field where visible liquid waste is ponded on the
surface of the land application site more than four (4) hours following the application of waste.
Excessive ponding also means any areas where the ponding of waste has resulted in crop failure.
Groundwaters means any subsurface waters, as defined in 15A NCAC 2L .0102.
Land application means the application of wastewater and/or waste solids onto or incorporation into the
soil.
Process wastewater means any process -generated wastewater and any precipitation (rain or snow)
which comes into contact with any manure, litter or bedding, or any other raw material or intermediate or
final material or product used in or resulting from the production of animal or poultry or direct products
(e.g. milk, eggs).
Process -generated wastewater means any water directly or indirectly used in the operation of a feedlot
for any of the following: spillage or overflow from animal or poultry watering systems; washing,
cleaning or flushing pens, barns, manure pits, or other feedlot facilities; direct contact swimming,
washing or spray cooling of animals; and dust control.
State Waters means all surface waters, wetlands, groundwaters and waters of the United States located
in the State.
Surface Waters means any stream, river, brook, swamp, lake, sound, tidal estuary, bay, creek, reservoir,
waterway, or other surface body or surface accumulation of water, whether public or private, or natural
or artificial, that is contained in, flows through, or borders upon any portion of the State of North
Carolina, including any portion of the Atlantic Ocean over which the State has jurisdiction as well as any
additional Waters of the United States which are located in the State.
Toxic pollutants means any pollutant listed as toxic under Section 307(a)(1) of the Act.
Waste means manure, animal waste, process wastewater and/or sludge generated at an animal feeding
operation.
March 14, 2003 17

NPDES Permit Number NCA200006
Watexrs of the United States means: (1) all waters that are currently used, were used in the past, or may
be susceptible to use in interstate or foreign -commerce, including all waters that are subject to the ebb
and flow of the tide; (2) all interstate waters, including interstate wetlands; (3) all other waters such as
intrastate._ lakes, rivers, and streams (including intermittent streams), mudflats, sandflats, wetlands,
{ sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds the use, degradation, or destruction
of which would affect or could affect interstate or foreign commerce including any such waters: which
are or could be used by interstate or foreign travelers for recreational or other purposes; from which fish
or shellfish are or could be taken and sold in interstate or foreign commerce; or, which are or could be
used for industrial purposes by industries in interstate commerce; (4) all impoundments of waters
otherwise defined as waters of the U.S.; (5) tributaries of waters identified in (1) through (4) of this
definition; (b) the territorial sea; and (7) wetlands adjacent to waters (other than waters that are
themselves wetlands) identified in items (1) through (b) of this definition.
Wetlands means areas that are inundated or saturated by an accumulation of surface or groundwater at a
frequency and duration sufficient to support, and under normal circumstances do support a prevalence of
vegetation typically adapted for life in saturated soil conditions, as defined in 15A NCAC 2B .0202.
This Permit issued the le day of March, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Director
Alan W. Klimek, P.E.
North Carolina Division of Water Quality
By Authority of the Environmental Management Commission
NPDES Permit Number NCA200000
March 14, 2003 18

•- MAJOR CHANGES FROM PREVIOUS GENERAL PERMITS
This is not intended to be a complete listing of all the changes from the current State issued
Non -Discharge Permits. It is only intended to identify some of the major new requirements
contained in the recently issued State General Permits Please read the entire permit
carefully in order to completely understand all the permit requirements.
The new permits were developed for compliant facilities. Various conditions of the permit
direct additional monitoring and reporting requirements for facilities with a history of
compliance problems.
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Costumer 5c
Internet h2o.enrslale.nc.us 512 N. SalWX" St. Raleigh, NC 27604 FAX [phone]% 1-S 7-623
I . All major changes and revisions to the CAWMP, along with an explanation identifying all major
changes and revisions, shall be submitted to the appropriate DWQ regional office within 30
calendar days of the major changes or revisions. (Condition 1.3.)
2. Within twelve (12) months of receiving notification from DWQ, a producer must conduct an
evaluation of the facility and its CAWMP under the requirements of NRCS's new Phosphorus loss
standard to determine the facility's ability to comply with the Standard. (Condition I.5.)
3. In no case shall land application rates result in excessive ponding (see new definition on page 13 of
the General Permit) or any runoff during any given application event. (Condition II. 4)
4. If the facility has above normal mortality rates and the animals are buried, the burial sites must be
mapped and the dates and number of animals buried by type must be recorded A copy of the map
must be submitted to the appropriate Division Regional Office within 15 calendar days of the
burial and groundwater monitoring may be required for massive burials. (Condition H. 9.)
5. The producer must have the ORC, the designated backup ORC or a person under the supervision of
the ORC or back-up ORC inspect the land application site as often as necessary to insure that the
animal waste is land applied in accordance with the CAWMP. In no case shall the time between
inspections be more than 120 minutes during the application of waste. (Condition II. 16.)
6. All waste application equipment must be tested and calibrated at least once during the first two
years of the permit and at least once every two years thereafter. (Condition U. 24)
7. Crops must be removed from the application sites and properly managed and utilized (Condition
U. 26)
8. A rain gauge must be installed to measure all precipitation events and the precipitation type and
amount must be recorded on forms supplied by or approved by DWQ. (Condition III.3. a.)
9. The permittee must maintain monthly stocking records for the facility and make the records
available upon request. (Condition 111. 8)
10. If there is a discharge from the facility to the surface waters or wetlands, the permittee is
responsible for insuring that discharge is reported to DWQ and that the required information is
submitted to DWQ. (Condition III- 9.)
11. The permittee must submit any requested information related to the operation of the animal waste
management system to DWQ within 15 days of receiving the request. (Condition III. 1 i.)
12. The permittee must conduct a survey of sludge accumulation in all lagoons within two (2) year of
receiving coverage under the General Permit and every year thereafter. If the sludge accumulation
is greater than the volume for which the lagoon was designed or reduces the lagoon's minimum
treatment volume to less than the volume for which the lagoon was designed, a plan must be
submitted to DWQ within 90 days which documents removal and waste utilization procedures to
be used. (Condition M. 19.)

Oscar L Autry
Oscar Autry Farm
489 McLean Rd
Elizabethtown, NC 28337-6434
Dear Oscar L Autry:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
1 2 7 '211 7
Subject: Certificate of Coverage No. AWS090078
Oscar Autry Farm
Animal Waste Management System
Bladen County
In accordance with your application received on 3-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Oscar L Autry, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Oscar Autry Farm, located in Bladen County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 2560 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwat ualit .o Location: 2728 Capital Boulevard
An Equal DpportunitylAffirmative Action Empbyer— 50% Recyded110% Post Consumer Paper
Nc` Carolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS090078

F,ta, It� 7 /2i
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Oscar and Delma Autry Farm
Oscar & Delma Autry
515 McLean Road
Elizabethtown, NC 28337
910-588-4936
02- W2003
o9-?P'
This plan has been developed by:
Chris W Bordeaux RECEIVED
NRCS/Bladen SWCD APR 06 M
122 Agriculture Servic Center
Elizabethtown, NC 28
910-862-3179 Ert. 3
Developer Signature RECEW ! DENR 1 CWQ
A0UIF*.:p-PPnTr-rn0N SPUION
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
MAR 2 7 2009
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which inches an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
� 5 D_3
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By: -7- ). J,�, -- —
Technical Specialist Signature
,2•s-0-7
Date
--- - ---- ------ - - - - -----------------------
608334 Database Version 2.0 Date Printed: 02-05-2003 Cover Page I

a Nutrients applied in accordance with this plan will be suppled from the
following source(s):
Cznwercial Foulizer is not included m this plan.
S7
Swine Feeder -Finish Lagoon Liquid wam wed 2,373,120 gals/year by
a 2,560 animal Swine Finishing Lagoon Liquid operation- 'Ibis production
has waste sto of 180 days.
Estimated Pounds of Plant Available Marcgm Generated per Year
Broadcast
5466
Incorporated
9387
Injected
10338
Irrigated
594.1
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
16,236.72
6,454,702
-4,081,582
Year 2
17,327.82 1
6,890,273
-4,517,153
------------------------------------------------------------------------------------------
- - - - Note: in source ID- S means standard source. U means user defined source.
608334 Database Version 2.0 Date Printed: 02-05-2003 Source Page 1 of I

Narrative
As a remh of individual pulls crossing tract boun&ncs, Tracts I and 2 are actually a combinamori of
multiple tracts which are combined for this plan only for ease of record keeping. Tract I is owned- Tract 2
is leased. Wettable acres were provided to MRCS to facilitate development of a WUP. Wettable acre
determinations were performed by Top Soil Precision AS. on Tracts 1 &2, and by Billy Hall on Tract
2462.
---------------------------------------------------------- -- - ---- ---------------------
608334 Database Version 2.0 Date Printed: 02-05-2003 Narrative Page 1 of 1

The table shown below provides a swinlary of the clops or rotations included in this plan for each field -
Realistic Yield estimates are also provided for each crop ah the plan In additiaq the Leaching Index for each
field is shown, wfiere available.
Planned Crops Summary
Tract
Field
Iradhing
Index (1-1)
Soil Series
Crop_ece
RYE
1
I
NIA
Donne-CP
Hybrid BermmsdaV— Hay
6 0 Tom
Small Gam Ovensoed
1.0 Tarim
1
2
N/A
Doguo-CP
Hybrid BamuWagn- Hay
6.0 Tam
Small Grain Ovasecd
1.0 Tam
1
3
N/A
Wahee
Feacue Pasture
4.0 Tam
1
41
N/A
DoRue.CP
Fescue, Pashas
4.0 Taw
1
5
NIA
Wahm
Fie Pasture
4.0 Tea
1
6
N/A
Roanoke
Fescue Pasture
3.5 Tom
1
7
NIA
Wahee
Small Gam Oversced
1.0 Tan
Hybrid Bcimudapuz Past re
5.0 Tom
1
8
N/A
Roanoke
Fescue Pasture
3.5 Tom
1
9
N/A
Roanoke
Fescue PasbAre
3.5 Tan
2
10
NIA
Doube-CP
Cam Gram
125 bLL
Wheat Grain
60 bu.
Soybearw, Mawmut Double Crop
38 bar
Small Grain Overseed
1.0 Teas
2
11
NIA
Roanoke
Corn, Grain
120 bu.
Wheal Gram
55 bu.
Soybeans, Maned, Double Crop
37 bu.
Small Grain Overseed
1.0 T
2
11
N/A
Cape Fear
Corn, Grain
135 bu.
Wheat, Grain
60 bu.
Soybeans, Mauured Double Crap
38 bu.
Sraaal Grain Overseed
1.0 Tan
2
13
N/A
Cape Fear
Corn, Gra1n
135 bu.
Wheat, Grout
6o bu.
Soybeans, Manrued, Double Crop
38 bu.
Small Grain Overaeed
1.0 Toss
2
21
NIA
Cape Fear
Cara. Grata
133 bu.
Whcat Grain
60 bu.
Soybeans, Manared. Double Crop
38 bu.
Small Grant Overseed
1-0 Tams
2
22
?VIA
Wahee
Cam. Grain
110 bu.
Wheat, Gain
50 bw
Soybeans, Manured, Double Crop
35 bet.
Small Grain Overseed
1.0 T
------------------ -- - ----------------- ----- ---------------------- --- -- -------- - -----
608334 Database Version 2A Date Printed: 02-05-20-3 PCS Pa e 1 of 3
PTE: Svmbol * means user entered data_

Planned Crovs Summary
Tract
Field
Leaching
brdex M
Soil Series
CER §52M
RYE
2
23
N/A
Wabee
Corn, dam
110 ba
Wheat. Grain
50 bu.
Soybca Mamus+d, Double Crop
35 bu.
Small Gram Ovaxed
I.0 TOM
2
24
N/A
Wahee
Corn, Grain
110 bu.
Wheat, Gram
50 bu.
Soybeam, Mamurd� Double Crop
35 bu.
Small Grain Overseed
1.0 TOM
2
• 25
N/A
Wahee
Can, Gram
110 bm
Why. Grain
50 bu.
Soybeans, Marnaed, Double Crop
35 bu,
SmallGrain Overwed
1.0 Tons
2
26
NIA
Cape Fear
Carr, Gram
135 bu.
Wheat, Grain
60 bu.
Soybeans, Mamaed, Double Crop
38 bu
Small Gram Overseed
1.0 Tams
2
27
N/A
Cape Fes
Corn. Crain
135 bu.
Wheat, Grain
60 bu.
Soybeans, blamed, Double Crop
38 bu.
Small Gratin Overseed
1.0 Tom
2
28
NIA
Cape Fear
Can. Grain
135 bu-
Wbzat. Grain
60 bu.
Soybean. Manured, Double Crop
38 bu.
Small Grain Overseed
1.0 Tons
2
29
N/A
Cape Fear
Corn, Grain
135 bu.
Wheat, Gravy
60 bu.
Soybeans, Mauured, Double Crop
38 bu.
Small Grain Ovaseed
1.0 Tons
2462
1
N/A
Cape Fear
Cary. Grain
135 bu.
Wheat, Grails
60 bu.
Soybean4 Mamaed, Double Crop
38 bu,
Small Grain Overseed
1.0 Tan
2462
2
NIA
Cape Fear
Corry, Grain
135 bu_
Why Grain
60 bu
Soybeans, Mamurd, Double Crap
38 bu.
Small Grain Overseed
1 A Tons
2462
3
NIA
Wahee
Corn, Grain
110 bu-
Wheat, Grain
50 bu.
Soybeans, Manned, Double Crop
35 bu.
Small Grain Overseed
1.0 Tan
2462
4
N/A
W.J.
Corn, Grain
110 bu
---68------------- ----Wr---------------------------- ------------------- --------------
60833a Database Version 2.0 Date Printed: Oz-05-2003 PCS Page Z df 3
)ME: Svmbol * means riser entered data.

Planned Crow SumIDary
Tract
Field
Laacbina
lid= (W
Soil Series
RYE
Wbea4 Grain
50
Swybeaaa, M=-cd. i -d& Crop
35 bm
Small Gram OvaseW
1.0 TGOO
2462
' 5
NIA
Cqc Far
Cam Gram
135 brt
Wbeat, Crain
60 ba.
Soybeans, Matured, Double Crop
38
Small Gram Ovaseed
1.0 Tous
2462
6
NIA
Cape Fear
Cara. Grain
135 bu.
Wbcat, Gram
60 ba
Soybeans, Memnvd, Double Crop
38 bu
small Grain Ovaswd
1.0 Tans
2462
7
NIA JQw
Fear
Corn, Grain
135 bu.
Wheat, Ma'am
60 bu.
soybcazk,� Mamued. Doable Crap
38 bu.
Smatl Gram Ovg3ced
1.D T
1.I
Potential ISclu
Lng
Technical Guidance
Low potential to co arbute to soluble
None
2
nutrient leaching below the root zone.
)- = 2Moderate
potential to contribute to
utrient Management (590) should be planned.
< =10
sohibic nutrient leaching belowthc
root zone.
High potential to contribute to soluble
quirient Management (590) should be planned. Other conservation practices that improve the
resit leaching belowthe root zone.
rill available water holding capacity and improve nnmient use efficiency should be
> 10
nsidered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
328), Lang -Terra No -Till (778), and edge -of field practices such as Fiber Strips (393) and
' rianFomest Buffers(391).
----------------- -----------------------------------------------------------------------------------------------------
b08334 Database Version 2.0 Date Printed: 02-05-2003 pCS Page 3 of 3
rM: Svmbal * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper tinting of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being groin and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
in order to supply the indicated quantity of nitrogen from each source is also included A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, Some nutrients will likely be over or under applied if animal waste is being
utilized Waste should be analyzed before each application cycle and annual soil tests are required if annual waste is being applied Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient mampnvnt plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field
- _ Y1.•1• - L 1
Tract
Field
dour
I.D.
Soil Series
Total
Acre
Use.
Acm
.
crop
RYE
Applio.
Period
Nitrogen
PA
Nutrient
Redd
N
Comm
Fen.
Nutrient
Applied
N
Res.
(N/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Mmwre
Applied
(awe)
Solid
Manure
Applied
(acre)
Liquid
Manure
Appliod
(Field)
Solid
Manure
Applied
(Field)
lbs/A
1000
pYA
1000 gals
tons
1
1
S7
Dogue-CP
2.38
2.39
Hybrid Barmudag.= }lay
6.0 Tons
3/1-9130
253
0
0
It3ix
253
101.00
0
24038
0.00
1
1
87
Hogue-CP
2.38
2.38
Small Grain Ovenood
1.0 Toes
10/1-3/31
i0
0
0
Irrix
50
19.96
0
47.81
0.00
1
2
S7
Dogue-CP
2.39
2.38
Hybrid Bermudagrass Hay
6.0 Tone
3/1.9/30
253
0
0
Irrig,
2531
1❑1.00
0
240.38
0.00
1
2
S7
Dogue-CP
2.381
2.38
Small Grain Overseed
i A Tom
10/1.3131
SO
0
❑
In{R,
50
19.96
0
47.51
0.00
g^t_
9
14
1
4
87
Doguo-CP
1.58
1.58
Fesacye Pasture
4.0 "Cons
9/1.7131
127
0
0
brio.
127
30.70
0
80.10
0.00
1
5
S7
Wahea
1.40
1.40
Fescue Pasture
4.0 Tons
9/1-1/31
127
0
0
Irrig.
127
50.70
0
70.99
0.00
1
6
S7
Roauoke
2.33
2.33
Fescue Pardue
3.5 Tons
8/1.7131
114
0
0
Irrig.
114
45.51
0
106.04
0.00
1
7
S7
Wahee
2.26
2.26
Small Brain Ovmeed
1.fl Tons
1011-3/31
30
0
0
brie.
50
7.98
0
18.04
0.00
1
7
S7
Wahoe
2.26
2.26
Hybrid Benn!u gums Pashuo
5.0 Tons
3/1.9130
158
0
0
Ir18.
139
63.07
01
142.55
0,00.
z/- o
t o
rr.;
t o
-i-
--3
- Si-
tJti!►ee------
9s
r`is--
Sw.1lI G��,--=-0✓nr^{1a--
- 1�`�---
�'�- -Vj!---
§o
{jyr�
So
608334 Database Version 2.0 Date Printed; 2/5/03 WUT Page ]

c
WROP. i itili754tinn TAIP V.or 1
Tract
FieU
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop --RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fed.
Nutrient
Applied
Rea.
(lbs/A)
Applic.
Method I
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Uquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
al/A I
tons
1000 Itals
tons
1
8
S7
Roanoke
2.76
2.76
Fescue Pasture
3.5 Tons
811.7131
114
0
0
brig.
114
45.51
0
125.61
p.DO
1
9
JS7 I
Roanoke
1,47
1.47
Fescue Pasture
3.5 Tons
911.7131
114
0
0
Img,
114
45.51
0
66.90
0.00
-2
10
S7
Dogue-CP
3.56
3.56
Corn, Chain
125 bu.
Z< 5�130
.132
4
0
Irrip,
132
52.70
0
197.59
0,00
7--
-2
10
S7
Dog-,CP
3.56
3.56
Wheat, Grain
60 bu.
911-3131
67
0
0
brig.
67
26.83
0
95.50
0.00
_2
11
S7
Roanoke
0.91
0.91
Cure, Grain
120 bu.
2/15-6130
130
0
0
brig,
130
51.93
0
47.25
O.OQ
--2
1 I
S7
I Roanoke
0.91
0.91
Wheat, Chain
55 bu.
911-3/31
106
0
0
Irrig.
64
25.40
0
23.12
0.00
-2
12
S7
I Cape Fear
4.25
4.25
Con, Grain
135 bu.
2/15.6130
143
0
0
IrriR,
143
57.09
01
242.62
0.00
--2
p
/ 12
S7
Cape Fear
4.25
4.25
Wheat, Grain
60 bu.
911-3131
67
0
0
Irrip,
67
26.83
0
114.01
0.00
--2
13
S7
Cape Fear
2.87
2.87
Corn, Grain
133 bu.
2/15.6/30
143
0
0
brig.
143
37.09
0
163.84
0.00
-2
13
JS7
Cape Fear
2.87
2.87
Wheat, Grain
60 bu.
9/1-3131
67
0
b
brig.
67
26.83
0
76.99
0.00
-2
21
S7
Cape Fear
5.90
3.90
Corn Chain
135 bu.
2/15-6/30
143
0
0
Irrig.
143
57.09
0
336.81
0.00
•-2
21
S7
Cape Fear
5.90
5.90
1 Wheat, Grain
60 bu,
911-3131
67
0
0
Irrip,
67
26.93
0
158.29
0,00
--2
22
S7
Wahee
2.60
2.60
Corn, Grain
110 bu.
2/15-6/30
117
0
0
brig.
117
46.71
0
121.44
0.00
•-2
22
S7
Wahee
2,60
2.60
Wheat, Grain
50 hu.
9/1-3/31
561
0
0
hrip,
56
22.28
0
57.92
0,00
-2
23
S7
Wahoo
2.81
2,81
Corn, Grain
110 bu.
2/15.6/30
117
0
0
Irrilt,
117
46.71
0
131.25
0.00
-2
23
S7
Wahee
2.81
2.81
Wheat, Grain
50 bu.
9/1-3/31
56
0
0
Irrig,
56
22.28
61
62.59
0.04
--2
24
S7
Wahee
3.76
3.76
Corn, Grain
110 bu.
2115-6130
1 117
D
0
Irrirt,
1 117
46.71
0
175.62
0.00
-2
24
S7
Wahce
3,76
3.76
Wheat, Grain
50 bu.
9/1-3/31
56
0
0
Irrip,
56
21291
0
83.76
0.00
-2
25
S7
Wahee
3.43
3.43
Cnm Grain
110 bu.
2/15.6130
I17
0
0
brig.
117
46.71
0
160.20
0.00
--2
25
S7
Wahee
3,43
3.43
Wheat, Grain
50 bu.
9/1-3131
56
0
0
Irrig.
56
22.28
0
76.40
0.00
--2
26
S7
Cape Fear
3.60
3.60
Corn, Grain
135 bu.
2115-650
143
0
0
Ittig
143
57.09
0
205.51
0.00
--2
26
S7
Cape Fear
3,60
3.60
1 Wheal, Grain
60 bu.
9/1-351
67
0
0
Imp
1 67
-26.93
0
96.57
0.00
---------------------------------------------------------------------------------------------------------------------------------------------------------
608334 Database Version 2.0 Date Printed: 2/5103 WUT Page 2

Waste Utilimtinn Table Vear 1
Trace
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Cosmn.
Fert.
Nutrient
Applied
Res.
(Ibs/A)
Applic.
Method I
Manure
PA
Nutrient
Applied
Liquid
Manure
APPlied
(am)
Solid
Manure
Applied
(acre)
. Uquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gAIIA I
tons
1000 gals
tons
--2
27
S7
Capo Fear
3.43
3.43
Corn, Chain
135 bu.
2,115.6130
143
❑
0
Irrig.
143
57.09
0
195.80
0.00
•-2
27
S7
Cape Fear
3.43
3,43
Wheat, Grain
60 bu.
911-3131
67
0
0
IniR,
67
26.83
0
92,01
0.00
-2
28
S7
Cape Fear
3.55
3.55
Corn, in
135 bu,
2115-6/30
143
0
0
Irrig.
143
57.09
0
202.66
0.00
--2
28
S7
Cape Fear
3.55
3.55
Wheat, Grain
60 bu.
911-3/31
67
0
0
Irrix
671
26.83
0
95.23
0.00
--2
29
S7
Cape Fear
5.05
5.05
Corn, Grain
135 bu.
2115-6130
143
0
0
Irrig,
143
57.09
0
288.28
0,00
--2
29
S7
Cape Fear
3.05
5.05
Wheat, Grain
60 bu.
911-351
67
0
0
IrriX
67
26,83
0
135.47
0.00
2462
1
S7
Cape Fear
1,93
1.93
Corn, Grain
135 bu,
2/15.6130
143
0
0
1rriR.
143
57.09
0
l 10.18
0.00
2462
1
S7
Cape Fear
1.93
1,93
Wheat, Chain
60 bu.
911-3131
67
0
4
1rriv,
67
26,83
0
51.77
0.00
2462
2
S7
Cape Fear
1.26
1.26
Cum, Grain
135 bu.
2115-6130
143
0
0
IrriR,
143
57.09
0
71.93
0.00
2462
2
87
Cape Fear
1.26
1,26
Wheat, Grain
60 bu.
9/1-3131
112
0
0
i Irrip
67
26.83
0
33.80
0.00
2462
3
S7
Wahee
3.86
3.86
Corn, Grain
110 bu.
2115fif30
117
0
0
Irrig.
117
46.71
Oi
180.29
0.00
2462
3
S7
Waheo
3.86
3.86
Wheat, Grain
50 bu.
9/1-3131
56
0
0
IniR,
56
22.28
0
85.98
0.00
2462
4
S7
Wahae
3.47
3.47
qom, Grain
110 bu,
2115-6130
117
0
0
Irrix
117
46.71
0
162.07
0.00
2462
4
S7
Wahee
3.47
3.47
Wheat, Grain
50 bu.
911-3/31
56
0
0
brig.
56
22.28
0
77.30
❑.00
2462
5
S7
Cape Fear
3.20
3.20
Corn, Chain
135 bu.
2115-6130
143
0
0
Imp.
143
57.09
0
182.68
0.00
2462
5
S7
Cape Fear
3.20
3.20
Wheat, Grain
60 bu.
9/1-3131
67
0
0
Irrip,
67
26.83
0
85.84
0.00
2462
6
S7
Cape Fear
2,85
2,85
Corn, Grain
135 bu.
2115-6/30
143
0
0
Irrix
143
57,09
0
162.70
0.00
2462
6
57
Cape Fear
2.85
2.85
Wheat, Chain
60 bu.
911.3/31
67
0
0
Irrilt.
67
26.83
0
76.46
0.00
2462
7
S7
Cape Fear
2.52
2,52
Cum, Grain
135 bu.
2115-6/30
143
0
0
IrriR,
143
57.09
0
143.86
0.00
2462
7
S7
I Cape Fear
2.3
2.52
Wheat, Chain
60 bu.
911-3/31
67
❑
0
brig
67
26.83
0
67.60
0.00
--------------------------------------------------- •----- --- -------- ---------------------------------------------------------
608334 Database Version 2.0 Date Printed: 2/5/03 WUT Page 3

Waste Utilization Table Year 1
Tract
1 Field
Source
L I.D.
I Soil Series
Total
I Acre
Use.
I Aces
I Crop
RYE
Applic.
Period
Nitmen
PA
Nutrient
Req'd
Comm
Fert.
Nutrient
Applied
Rea.
(Iba/A)
Applic.
Method
Mamun
PA -
Nutrient
Applied
Liquid
Manua
Applied
(acre)
Solid
Mamtue
Applied
(am)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
IbdA
1000
I III/A
L.Lons
1000
turn
Taal Applied. 1000 gallons
6,454.70
Lagoon Liquids
Total Produced, loop p1lotn
2,373.12
Balance, L000 gallon
-4,081.53
Total Applied, tone
0.00
Manure Solids
Total Produced, tone
0.00
Balance, tarts
0.00
Notes: 1. in the tract column, symbol — means leased, otherwise, owned. 2. Symbol • meats user entered data.
------------------- -- ----- -------- ---- - - -- ---------------------•-------------------------------------------------- --- - - - - ----------- - - - - -- -
608334 Daia6me.Version 2.0 Date Printed: 2/5/03 WUT.PaRe 4

Waite i Itilixatinn Tsshlt- V Aor -7
Tract I
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Regd
Carron.
Fert-
Nutrient
Applied
Res.
MOW
Applic.
Method
Manure
PA
Nutrient
Applied
liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs1A
1000
l/A
Ions
1000 ltals
tons
1
1
S7 I
Dogue-CP
2.38
2.38
Hybrid Hermudagrass Ilay
6.0 Tom
3/1-9130
253
0
0
Irrir,
253
101,00
0
240.38
0.00
1
I
S7
Dogue-CP
2,38
2.38
Small Grain Overseed
1.0 Tom
1011.3/31
50
0
0
Irrip,
50
19.96
0
47,51
0.00
1
2
S7
Dogue-CP
2.38
2.38
Hybrid Bemtudagrass Hay
6.0 Tom
311-9/30
253
0
0
Irrig.
253
101.00
0
240.38
0.00
1
2
S7
Dogue-CP
2.38
2.38
Small Grain Overseed
1.0 Toth
1011-3131
50
0
0
brig.
50
19.96
0
47.51
0.00
11
3
S7
Wahee
2.95
2.951DOMMWU
4.0 Tons
Sh-7131
127
0
0
Innis:
127
50.70
0
149.56
0.00
I
4
S7
Dogue-CP
1.58
1.58
Fescue Pssture
4.0 Tons
811-7131
127
0
0
Irrig.
127
50.70
0
80.10
0.00
1
5
S7
I Wahee
1.40
1.40
Fescue Pasture
4.0 Tom
911-751
127
0
0
blip,
127
50.70
p
70.98
0.00
I
6
S7
Roanoke
2.33
2.33
1 Fescue Pasture
3,5 Tons
8/1.7/31
114
0
0
blip,
114
45.51
0
106,04
0.00
1
7
S7
Wahee
2,26
2,26
Small Grain Ovemed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
7.98
0
18.04
0.00
1
7
S7
Wahee
2.26
2.26
1 Hybrid Berrnudagreas Pasture
5.0 Toni
311.9/30
158
0
01
brig.
158
63.07
0
142.55
0.00
1
8
S7
I Roatwke
2.76
2.76
Fescue Pasture
3.5 Tons
8/1-7/31
114
0
0
brig.
114
45.51
0
125.61
0.00
1
9
S7
Roanoke
1.47
1.47
Fescue Pasture
3.3 Toro
911-7131
114
0
0
Irrig,
114
45.51
0
66.90
0,00
-2
10
S7
Dogue-CP
3.36
3.56
Wheal, Grain
60 bu.
9/1.3/31
45
01
0
Irrig.
45
17.88
0
63.67
0.00
--2
10
S7
Dogue-CP
3.56
3.%
Soybeans, Manured, Double Crop
38 bu.
411.9/15
146
0
0
hriR.
146
58.28
0
207.49
0.00
-2
10
S7
Dogue-CP
3.56q
3.56
Small Grain Overseed
1.0 Tons
1011-3131
50
0
20
Irrig.
1 30
11.9$
0
42,64
0.00
-2
11
S7
Roanoke
0.91
0,91
1 Wheat, Chain
55 bu.
911-3/31
106
0
0
Irrig.
42
16.94
0
15.41
0.00
-2
11
S7
Roanoke
0.91
0.91
Soybeans, Manured, Double Crop
v-- 37 bu.
411.9/15
143
0
0
brig.
143
57.12
0
51.98
0.00
-2
11
S7
Roanoke
0,91
0.91
Small Grain Overseed
1.0 Tom
1011.3131
50
0
20
Irrig.
30
11.98
0
10.91
0.00
-2
12
S7
Cape Fear
4,25
4.23
Wheal, Grain
60 bu.
911-3/31
45
0
0
brig.
45
17.88
0
76.01
0.00
-2
12
S7
Caps Fear
4.25
4.25
Soybeans, Manured, Double Crop
38 bu.
411-9115
146
0
0
btiR,
146
58.28
0
247.71
0.00
--2
t2
S7
Cape Fear
4.25
4,25
SnWI Chain Overseed
It.0 Tons
1011.3/31
50
0
20
Irri&
30
11,98
0
50.90
0.00
--2
13
S7
Cape Fear
2.87
2,87
Wheat, Chain
60 bu.
911-3131
45
0
0
blip.
45
17.88
0
51.33
0.00
-------------- ------ -- - -- - - -- - - ------ ---- - ----------------- -------------------
608334 Database Version 2.0 Date Printed: 215103 WUT PaRe 5

Waste Utilization Table
Year 2
Trad
Fc Id
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Feri.
Nutrient
Applied
Rea.
(Ibs1A)
Applic.
Method
Manure
PA
Nutrierd
Applied
Liquid
Manure
Applied
(acre)
Solid
Mawre
Applied
(acre)
Liquid
Matnue
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N I
IbdA
ION
RaVA j
tons
1000 italf
torts
--2
13
S7
Cape Fear
2,87
2.97
Soybeans, Mawred, Double Crop
38 bu.
411-9115
146
0
0
irrix
I"
58.28
0
167,27
0.00
-2
13
S7
Cape Fear
2.87
2.87
Surall Oratfi '
1.0 Tons
1011.3/31
50
0
20
k"
30
11.98
0
34.37
0,00
-2
21
S7
Cape Fear
5,90
5.90
Wheat, Grain
60 bu,
9/1-3/31
45
0
0
WX
45
17.88
0
105.52
0.00
--2
21
S7
Cape Fear
5.90
5,90
Soybeans, Manured, Double Crop
38 bu.
411.9115
146
0
0
h iR.
146
58.28
0
343,87
0.00
--2
21
S7
Cape Fear
5.90
5.90
Small Grain Overseed
1.0 Tons
10/I-3131
50
0
20
Irrig.
30
11.98
0
70.66
0.00
�-2
22
S7
Wahee
2.60
2,60
Whea1, Grain
50 bu.
9/1.3/31
37
0
0
[nip,
37
14.85
0
39.61
0.00
-2
22
S7
Wahce
2,60
2.60
Soybeans, Manured, Double Crop
35 bu.1
411-9/15
134
0
0
Irrix
134
53.49
0
139.08
0,00
-2
22
S7
Wahce
2.60
2.60
Small Grain 0verseed
1.0 Tons
1011-3/31
50
0
20
IrriX
30
11.98
0
31.14
0.00
--2
23
S7
Wahca
2.81
2.81
Wheat, Grain
50 bu.
9/1-3/31
37
0
0
IRig.
37
14.83
0
41.73
0.00
-2
23
S7
Wahee
2,61
2.81
Soybeans, Manured, Double Crop
35 bu.
411-9/15
134
0
0
Irrig.
134
53.49
0
150.32
0.00
--2
23
S7
Wahec
2.81
2.81
Small Grain Overseed
1.0 Tons
1011.3/31
1 SO
0
20
1r X
30
11.96
0
33.63
0.00
--2
24
S7
WaIw
3.76
3.76
Wheat, Grain
50 bu.
9/1-3131
37
0
0
IrriR,
37
14.85
0
55.94
0.00
--2
24
S7
Wahce
3.76
3.76
Soybeans, Manured, Double Crop
35 bu.
411.9115
134
0
0
Irrip,
134
53.49
0
201.13
0.00
--2
24
S7
Wahce
3,76
3,76
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
20
Irrilt.
30
11.98
0
45.03
0.00
--2
25
S7
I Wahce
3.43
3.43
Wheat, Grain
50 bu.
9/1-3131
37
0
0
brig.
37
14.85
0
50.94
0.00
-2
25
S7
Wahce
3A3
3.43
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
134
0
0
h-dR.
134
53.49
0
193.48
0.00
--2
25
S7
Wahce
3.43
3.43
Small Grain Overseed
1.0 'runs
1011.3131
50
0
20
(trip, 1
30
11.98
01
41.09
0,00
--2
26
S7
Cape Fear
3.60
3.60
Wheat, Grain
60 bu.
9/1-3131
45
0
0
brig,
45
17.88
0
64,38
0,00
-2
26
S7
Cape Fear
3.60
3.60
Soybeans, Matured, Double Crup
38 bu.
4/1-9115
146
0
0
brig.
146
58.28
0
209.82
0.00
-2
26
S7
I Capes Fear
3.60
3.60
Small Grain Overseed
1.0 Tons
1011-3131
50
0
20
Irrig.
30
1198
0
43.11
0.00
-21
27
S7
Cape Fear
3,43
3.43
Wheal, Chain
60 bu.
9/1-3/31
45
0
0
WR,
45
17.88
0
61.34
0.00
�2
27
S7
Cape Fear
3,43
3.43
Soybeans, Martyred, Double Crap
38 bu.
411-9115
146
0
0
1rriR.
146
58,28
0
199.91
0.00
----------------------------------- - - - - -- ------ - - -- -- - - --- - --- - - - - --- - - - - ---- - - - - -- ------
608334 Database Version 2.0 Date Printed: 2/5/03 WUT Page 6

Waste I Itilizatinn Tahle V&ar 7
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cr
RYE I
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Conran.
Fat
Nutrient
Applied
Res.
(1ha/A)
Applic.
Method
Manua
PA
Nutrient
Applied
liquid
Manue
Applied
(acre)
Solid
Man=
Applied
()
liquid
Manuro
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbe/A
low
A
tons
1000 VAIN
Ions
--2
27
S7
Cape Fear
3.43
3.43
Small Groin Overseed
1.0 Tons
1011-3/31
SO
0
20
brig.
30
11,98
0
41.08
0.00
-2
28
S7
Cape Fear
3.53
3.55
Wheat, Grain 1
60 bu.
9/1.3131
45
0
0
ItriR.
45
17.88
0
63.49
0.00
-2
28
S7
Cape Fear
3,55
3,55
Soybe=% Manured, Double Crop
38 bu,
4/1-9/15
146
0
0
Irrig.
146
58.28
0
206.91
O.QO
-2
28
S7
Cape Fear
3.55
3,53
Small Grain Ovenwed
1.0 Tons
10/1-3/31
SO
0
20
Irrig.
30
11.98
0
42.52
0.00
-2
29
S7
Cape Fear
5,05
5.05
Whcat, Gain
60 bu.
911-3/31
45
0
0
Imp.
45
17,89
0
90.32
0.04
--2
29
S7
Cape Fear
5.05
5.05
Soybeans, Manured, Double Crop
38 bu,
4/1-9/15
146
0
0
Irrig.
146
58.28
0
294.33
0.00
--2
29
S7
Cape Fear
5.05
5.05
Small Grain Ovc seed
1.0 Tons
1011-3131
SO
0
201
brig,
30
11.98
01
60.48
0.00
24621
1
S7
I Cape Fear
1.93
1.93
1 Wheal, Grain
60 bu.
911-3131
45
0
0
brig
45
17.88
0
34.52
0.00
2462
1
$7
Cape Fear
1.93
1.93
Soybeans, Manned, Double Crop
38 bu.
411.W15
146
0
0
IrriR.
146
58.28
0
11 :4Q
0.00
2462
1
87
Cape Fear
1.93
1.93
Small Chain Overseed
1.0 Tons
1011-3131
50
0
20
Irrip,
30
11.99
0
23.11
0.00
2462
2
S7
Cape Fear
1.26
1,26
Wheat, Crain
60 bu.
9/1-3/3t
117
0
0
Irrig.
45
17,88
0
22.53
0.00
2462
2
87
Cape Fear
1.26
1.26
Soybeans, Manured, Double Crop
38 bu.
411.9/15
146
0
0
Irrip,
146
58.28
0
73.44
0.00
2462
2
S7
Cape Fear
1,26
1,26
Small drain Oversecd
1.0 Tons
1011-3/3 i
50
0
20
brig.
30
11.98
0
15.09
0.00
2462
3
S7
Wahee
3.86
3.96
Wheat, Grain
50 bu.
9/1-3131
37
0
0
brig.
ti--
37
14.85
0
57.32
0.00
2462
3
87
Walm
3.86
3.96
Soybeans, Manured, Double Crop
35 bu.
411-9/15
134
0
0
Irrig.
134
53,491
0
206.4E
0,00
2462
3
S7
Wahee
3.86
3.86
Small Grain Ovetseed
1.0 Tons
1011-3131
50
0
20
Irrip,
30
11.98
0
46.23
0.00
2462
4
57
Wahee
3.47
3.47
Wheat, Chain
50 bu.
9/1-3131
37
0
0
Irrig.
1 37
14.85
0
51.53
0.00
2462
4
S7
Wahee
3.47
3.47
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
134
0
0
Irrig.
134
53.49
0
185.62
O,OO
2462
4
S7
Wahee
3.47
3.47
Small Grain Overseed
1.0 Tona
10/1-3/31
50
0
20
lrrik,
30
11.96
0
41.56
0.00
2462
5
S7 .,
Cape Fear
1 3.20
3,20
Whcat, Chain
60 bu,
9/1.3/31
45
0
0
brig
45
17.88
0
57.23
O.00
2462
5
S7
Cape Fear
1 3.20
3.20
Soybeans, Manured, Double Crop
38 bu.
411-9/15
146
0
0
IrriR•
146
58,28
0
166.51
0.02
2462
S
S7
Cape Fear
3.20
3.20
Small Grain Ovasoed
1.0 Tons
10/1-3/31
50i,
0
20
irrig.
30
11.98
0
38.32
0.00
608334 Database Version 2.0 Date Printed: 215103 WUT PaRe 7

Waste Utilization Table Year 2
Tract
i Field
Source
I.D,
Soil Series
Total
Acre
Use.
Acres
CTM.
RYE
Applic.
Period
NitrvBen
PA
Nutrient
RWd
Comm.
Fed.
Nutrient
Applied
Res.
fibs/A)
Applic.
Metlwd
Maruua
PA
Nutrient
Applied
Liquid
Manure
Applied
(Aare)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Maamo
Applied
(Field)
I N
N
N
I lba/A
1000
al1A I
tong
1000 stals
tone
2462
• 6
87
1 Cape Fear
2.85
2.85
Wheat, drain
60 bu,
i 9l1-3131
45
0
01
IrriR,
45
17.88
0
50.97
0.00
J 2462
6
S7
Cape Fear
2.85
2.85
Soybeans, Manured, Double Crop
38 bu.
411-9113
146
0
0
twist.
146
59,29
0
166.11
0.00
2462
6
S7
Cape Fear
2.83
2.95
Small drain Ovcraeed
1.0 Tons
1011-3131
50
0
20
hTiR.
30
11.98
0
34.13
0.00
2462
7
S7
Cape Fear
2.52
2.52
Wheat, Grain
60 bu.
911-3131
45
0
0
irrit;.
45LA
45.07
0.00
2462
7
S7
Cape Fear
2,52
2.52
Soybeans, Mwwreck Double Crop
38 bu.
4/1.9/15
146
0
0
big
146
146.87
0.00
2462
7
S7
Cape Fear
2.52
2.52
Small grain Ovemeed
1.0 Tona
1011-3131
50
0
2O
IrriR.
300
30.18
0.00
Total Applied, 10
61890.27
Lagoon l iquids
Total Produced, 10s
EO
2,373.12
Hamm, 1
-4,517.13iota{
Ap
0Manure
Solids
Total Proa
0.00
Ba
0.00
Notes, ),In the tract colunuy symbol -means leased, otherwise, owned 2. Symbol' means user entered data.
---------------------------------------------------------------------------------------------------------------------------------------------------- -
608334 Database Version 2.0 Date Printed: 2/5/03 wur Pate 8

The Irrigation Application Factors for each field in this piss are shown in the following tabk hiffira#ion
rate varies with soils. If applying Waste nutrients through an irrigation systems you midst apply at a rate
that will not result in runoff. This table provides the maximum application rate per hour that may be
applied to each field selected to receive wastewater. It also Iists the naeocirt>tirrl application armunt that
each field may receive any one apphcation evert.
Irrigation Application Factors
Tract
Field
Soil Series
ApOicatim Bate
,Amhmfian Amount
(inches)
I
I
Dope-CP
0.40
0.%
1
12
DoguaCP
0.40
0-96
1
13
Wahee
0.35
1.00
1
4
Dogue-CP
0.40
0.96
1
5
Wahee
035
1.00
I
6
Roanoke
035
1.00
I
7
Wahea
0.35
1.00
1
8
Roanoke
0.35
1.00
1
9
Roanaha
0.35
1.00
2
10
Dogue-CP
0.40
0.96
2
it
Roanoke
0.35
1.00
2
12
Cape Fear
0.40
1.00
2
I3
Cape Fear
0.40
I.00
2
21
Cape Fear
0.40
1.00
2
22
Wahee
0-35
1.00
2
23
Wabee
0.35
I.00
2
124
Wahee
0.35
1.00
2 12.5
Wahm
0.35
1.00
2
26
Cape Fear
0.40
1.00
2
27
Cape Fear
0.40
1.00
2
28
Cape Fear
0.40
1.00
2
29
Cape Fear
0.40
1.00
2462
1
Cape Fear
0.40
1-00
2462
2
Cape Fear
0.40
1.00
2462
3
Wahee
0.35
1.00
2462
4
Wabee
0.35
1.00
2462 15
Cape Fear
0.40
1.00
2462 16
Cape Fear
0.40
1.00
2462
7
Cape Fear
0.40
1.00
---------------------------------------------------------------------------------------- --
608334 Database Version 2.0 Date Printed: 02-05-2003 IAF Pa I of 1

The following Lagoon Sludge Nitrogen Utilization table provides an atirnate of the number of aaes needed for
sludge utilization for the indicated accumulation period These are based on average nitrogen
concentrations for each sourcey the number of arlimals in the facility and the plant available nitrogat application rates
Shawn in the second column.
Lagoon sludge contains nutrients and orglmic natter renasining after treatment and application of the affluent At
dean out, this material meat be utilized £or crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but offix nutrients indudmg phosphorous, copper and zinc can also be I Since
nutrient levels are generally very high, application of sludge nest be carefully applied
Sites crust first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not passible, care shoidd be taken not to load d9lue t application fields with
high amounts of copper and zinc so that additional effluent caimot be applied. On sites vulnerable to surface wager
rmving to streams and lances, phosphorous is a cmcem Soils containing very high phosphorous levels may also be a
concern
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gai/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
r:am 120 bu
150
13.16
32.09
64-19
96.29
iy 6 too R Y.E
300
26.32
16.05
32.09
48-14
5oyb.40 bu
160
14.04
30.09
60.17
90-26
1------------------------------------------ ---
608334 Database Version 2.0 Date Printed: 02-05-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of eadt month of the plan. Available sta rap capacity is calculated as the
design storage capacity in days minas the mmeber of days of net storage volume acctmmlated. The start
date is a value en act by the leer and is defined as the date prior to applying nu rimb to the fast crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity shod be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plat calls fior the application of nutrients that have not yet accuaudated. If available
storage capacity is negative, the estimated volume of mated waste earoeeds the design storage volume
of the structure, Either of these situations indicates that the planned application interval in the waste
utEzation plan is incaosistart with the structure's temporary storage capacity.
Available Wa-4te Storage C.anadty
Source Name
Swine Feeder -Finish Lamn Le jd
Design Storage Capacity Ta a
Start Date
9/15
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
94
1
2
180
1
3
180
1
4
180
i
5
180
l
6
180
1
7
168
1
8
165
1
9
Bo
1
10
180
l
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
190
2
11
180
2
12
176
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------
608334 Database Version 2.0 Date Printed: 02-05-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Manazement
I. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
I 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 awn adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the, operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
---------------------------------------------------------------------- --- --- -----------------
b08334 Database Version 2.0 Date Printed: 2/5/03 Sueci.Ctcation Page i

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients_ from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching_ Waste/nutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagpon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying, Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
-------------------------------------------------------------------- ---------------------
608334 Database Version 2.0 Date Printed: 215/03 Specification Paxe 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste manaagement
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.. Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
M If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan" which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, eta., 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.
----------------------------------------------------------------------------------- -
608334 Database Version 2.0 Date Printed: 2/5/03 SUeci6cation Pane 3

22. Waste shall be tested within 60 days of utilization and soff shall be tested at
least annually at crop.sit+es where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower application
rate than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------------------------------------------------------------------------------------
608334 Dates Version 2.0 Date Printed: 2/5/03 Soecification Page 4

Crop Notes
The fallowing crop note applies to field(s): 1, 12, 13, 2, 21, 26, 27, 28, 29, 5, 6, 7
Corn CP, Organic Soils
in the Coastal Plain, corn is normally planted when soil tempmatures reach 52 to 55 degrees fahreuheit.
Review the Official Variety "green book" and mfortTi tlon from private Companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being danced. Increase the seeding rate by 10% when planting no -tilt.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The
total amount of N is depwdent on soil type. When including a starter m the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting- Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): i 1
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The nest of the N should be applied about 30-40 days after emergence. The
total amount of N is dependerrt on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
rnanagement of weeds and insects are essential for corn production.
---------------------------------------------------------------------------5------------
609334 Database Version 2.0 Date Printed: 02-05-2003 C Note Page 1 of 9

The following crop note applies to field(s): 22, 23, 24, 25, 3, 4
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees faihrenhed,
Review the Official Variety "green book" and information front private companies to select a nigh yielding
variety with the characteristics needed for your area and conditions. Plan# 1-2" deep. Plant popula km
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planing early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acm phosphorus banded as a starter and ow -half the
remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The
total amount of N is dependent on soil type. Whey including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plait samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 10
Com 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, core is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information fiom private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being plaited. Increase the seeding rate by 10% when planting no -till -
Phosphorus and potassium recommended by a soil test can be broadcast or banded at plaiting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plains. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after eistergence. The
total amount of N is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the oorn. Timely
management of weeds and insects are essential for core production.
-----------------------------------------------------------------------------------------
608334 Database Version 2.0 Date Printed: 02-05-2003 Crop Now Page 2 of 9

The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be m place to achieve Rzatistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be plarrted quicidy after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Crenemlly a rate of
30 bu/ac is satisfactory to produce full gr-oun.dcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of free, phosphorus, potassium
and micronutrients to apply prePlant and for annual maintenance. Apply 60 to 100 lb/aec N in the
establishmerd year -in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the fast and scoond hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization. of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or vdeasion agent for
assistance.
T w following crop note applies to field(s): 6, 8, 9
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use ladino
clover for mixtures on these soils. Soil test for prephmt and maintenance lime, phosphorus, and potassium
recom.nendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 2001b/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or consult
your regional agronomist or extension agent for assistance.
-------------------------------------------------------------------------------------------------
-J 608334 Database Version 2.0 Date Printed: 02-05-2003 Crop Note Page 3 of 9

The following crop note applies to field(s): 3, 5
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
in the Coastal Plain, tall fescue can be planted Sept. l to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 201b/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass- Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use ladino
clover for rttixtures on these soils. Soil test for preplan# and main ee lime, phosphorus, and potassium
recommendations. Apply 40 to 60 ib/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legum inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. l to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or conmIt
your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 4
Fescue: Coastal Plain, Mineral Soar, Poorly Drained to Somewhat Poorly Drained.
The following crop note applies to field(s): 1, 12, 13, 2, 21, 26, 27, 28, 29, 5, 6, 7
Small Grain: Coastal Plain, Organic Soils
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain. Production Guide"- Also, increase the initial seeding rate
by at least 10% when plaiting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 112
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recornmended by a soil test can also be applied at this time. The
retraining N should be applied during the months of February -March.
----------------------------------------------- :---------------------------- --- —-------------
6a8334 Database Version 2.0 Date Printed: 02-05-2003 Crop Note Page 4 of 9

The following crop note applies to field(s): 11
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be pW3W from October 15-October 30; and rye frorn October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initiat seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 112" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 Lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March
T c following crop note applies to field(s): 22, 23, 24, 25, 3, 4, 7
Small Crain: CP, Mineral Soil, low leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye froin October
15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide"- Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bush c1slacre and rye at 1-1 1/2
bushelslacre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbslacre N at
planting. Phosphorus and potash recoauuended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1, 10, 2
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeing rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial sag rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushelslacre. Plant all these small grains at 1-1 UT' deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed far your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March
------------------------------------------------------------------------ -- ------------------
608334 Database Version 2.0 Date Printed: 02-05-2003 Crop Note Page 5 of 9

The following crop note applies to field(s): 7
Bermudagass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drairttage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
in the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditkw.
Tifton 44 spreads slowly, so use at least 40 bulac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcasttdisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in the
establishment year -in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for gazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop now applies to field(s): 1, 12, 13, 2, 21, 26, 27, 28, 29, 5, 6, 7
Wheat: Coastal Plain, Organic Soils
In the Coastal Plain, wheat should be planted frorn October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash
recommended by a soil test report can also be applied at this time. The remaining N should be applied
during the months of February -March. The total N is dependent on the soil type. Plant samples can be
analyzed during the grovnng season to rr=zwr the nutrient status of the wheat_ Timely management of
diseases, insects and weeds are essential for profitable wheat production.
------------------------------------------------------------------------ --- --g ------ -
609334 Database Version 2.0 Date Printed: 02-05-2003 C Note Page 6 of 9

The following crop note applies to ficKs): l I
Wheat: Coastal Plain, Mineral Soil, low leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill mw fi xt
at 1-1 1 /2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimm
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no 43H.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information fmm private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash
recommended by a soil test can also be applied at this time. The remaining N should be applied during the
months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed
during the growing season to monitor the nutrient status of the wheat. Timely management of diseases,
insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 22, 23, 24, 25, 3, 4
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20November 25- Plant 22 seed/drill row fart
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more dean 30 lbs/acre N at planting. Phosphorus and potash
recommended by a soil test can also be applied at this time. The remaining N should be applied during the
months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed
during the growing season to monitor the nutrient status of the wheat. Timely management of diseases,
insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Gram Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash
recommended by a soil test can also be applied at this time. The remaining N should be applied during the
months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed
during the growing season to monitor the nutrient status of the wheat. Timely management of diseases,
insects and weeds are essential for profitable wheat production.
r
------------------------------------------------------------------- - - - - -- - g------- - - - - --
609334 Database Version 2.0 Date Printed: 02-05-2003 CropNote Page 7 of 9

The following crop note applies to field(s). 1, 12, 13, 2, 21, 26, 27, 28, 29, 5, 6, 7
Double -Crop Soybeans, Coastal Plain: Organic Soils
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private meanies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10
seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth
should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recornmended for the
soybeans can be applied to the wheat in the Fall. For soils such as phosphorus should be applied at
planting as phosphorus will leach from these soils. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 lbs/acm N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
The following crop note applies to field(s): 11
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -filling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics seeded for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10
seed/row foot for 36" rows. Increase the seeding rate by at least I0% for no -till planting. Seeding depth
should be 1-1 112" and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
--------------------------------------------------------------------- ---- g------------
608334 Database Version 2.0 Date Printed: 02-05�-2003 CropNote Page 9 of 9

The following crop note applies to field(s): 22, 23, 24, 25, 3, 4
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crap soybeans should be planted as early in June as possible with pleating completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to oranage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/raw foot for 15" rows; 6-8 seed/raw foot for 30" rows and 8-10
seed/row foot for 36" rows. Increase the seeding rate by at least 100/6 for nofill planting. Seeding depth
should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall_ Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans_ Timely management of weeds and insects is essential
for profitable double crop soybean production.
'I'he following crop note applies to field(s): 10
Double -Crop Soybeans, Coasts! Plain: Mineral Soil, law -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "Steen book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/raw foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10
seed/row foot fur 36" rows. Increase the seeding rate by at least 10% for no -till planning. Seeding depth
should be 1-1 1 /2" and adequate depth control is essential. Phosphorus and potash rmommmded fear the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen- However, applications of 20-30 Ibs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
------------------------------------------------------------------------ -- - -------------
609334 Database Version 2.0 Date Printed: 02-05-2003 C Note Page 9 of 9

RECEIVED �
DDR-FAYMPAUMMOM
Aquifer Protection Division
225 Green Street
Suite 714
Fayetteville, N.C. 28301
Re: Oscar Autry
Farm Number: 0
Owner: Oscar Autry
Certified Operator: Delma Autry
Plea se• disiegacd_the--"P.Ian of.-Action.(POA):F.or_' agoon:Sludge_Fteduction preViiiusly:submitted-:�
1p d-e�
Oscar Autry
Owner

f
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number 1iSC.4lc 9u TA
B. Lagoon Identification Q 7 — % # G �, G y
C. Person(s) Taking Measurements Z A-j 15 4. r" i'
D. Date of Measurements / y - / J
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
T "Y -.Y g!L
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
c_ Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area {using dimensions at inside tog of bank}; %, 7'7 _ _(acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may
have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: p� f
a. Less than 1.33 acres: Use 8 points
b, if more than I.33 acres, acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that
data recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Street" (Appendix 2). Also, at the location of
the pump intake, take measurement of distance from liquid surface to top of sludge layer and record it
on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the sludge survey, also measure the distance fro_) the Maximum Liquid Level to the Present
Liquid Level (measure at the lagoon gauge pole): O. 7 s�
J. Determine the distance from the top of bank to the Maximum Liquid Level l . 93
(use Iagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level �. f
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level /, :7 )-
(Item K minus Item I, assuming the present liquid level is below the Maximum Liquid Level):
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon
bottom (average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the
sludge layer (average for all the measurement points): 5� D
i
O- Record from the Sludge Survey Data Sheet the average thickness of the sludge laver:
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item Q: ) �'
Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by. '/7f° -J 'l --� Date: / L
Print Name Signature

Appendix 2. Sludge Survey Data Sheet' Revised August 2008
Lagoon Identification: f Sf Q,L- ,v u i x- :' v l' 70 zr / n5
Completed by: Date:
Print Name Signature
(A)
Grid
Point
No.
(B)
Distance from liquid
surface to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (soil)
(C) minus (B)
Thickness of sludge layer
Ft. & in.
Ft. tenths)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
1
2
3
4
5
6
7
8
r_V4,
10
t k
11
12
13
{
14
15
16
17
18
19
20
21
22
23
24
Number of points. with
readings
X
X
Average
of
points
' i. I
`l. 5F ,!
_
`� 2- 9
At
PUMP
Intake
X
X
X
X
*All Grid Points and corres ondina sludge laver thicknesses must be shown on a sketch attached
to this Sludge Survev Data Sheet. see Appendix 4 for conversion from inches to tenths of foot.

-kppendix 3. 4%Orksheet for studge volume and treatment volume Revved August 21108
'-ji U[
ZJ'. (lr. �e.� m;f Zu CrU'1 ;ncof.^n at;v% On _ L1',oUn a[(�`,� �L fie'+ Cr'orm � lL�;i,i O 3r:L4
P. CtS,eCtiY�-.'J ). in [ ,li ('.:.,^{�. [h� ave:a��: ilL;du� tavL. [i,li=< 45s is 2.5 tt:i a+, iZc c.'Cl�iln €[g�Ilif
zone is ; 5 f`z-:. if the €a;,ion has a designed nudge storage volume, see notes at
end of the worksheet. Th.- Ca.imeisioni oC e taaoon as :easiir.'.d and ch-side slope ar-2 needed for
L:21L"udaiioni of ilud-,t, v'oiume ano[ coml ii.-aune-riz volume. if ch.-lagoon is a ita1+'.ard �eom�iric
i%ace. ine volume and r,-ta:Meat volume in lagoon .can he .s-Jmat.-d by using scan d and
equations. For appr3x;mate voluri.-s of r-,ciangutar Lizooni with constant side slope. caalcula[e lengtLL
h
and wdd;i at the midpoint of the laver, and mul!ipiv b% laver thickness to calculate la, :r volume, as
shown in [he example. Far irregular ihapes, convert the toia€ surface area to a square or rec[angular
ihape. For zxac[ volumes for lagoons with constant side slope, the "Prismoidal Equations" may be
used.
Examp€e Your lagoon
l . Average Sludge Laver Thickness (T) 2.5 ft. 7 q
2. Depth or lagoon From top of bank
co battom soil surface (D)
l i ft.
,
3. Slope = horizontal/vertical side slope (S)
3
3
4. Length at top inside bank (L)
457 ft.
/
cj C)
/
5. Width at top inside bank (W)
229 -t.
6. Length at midpoint of sludge laV er
L„=L-?S(D-(T.2))
393.5ft.
Zy-V
,. width at midpoint of sludge ia'i cr
w� = w - 2 S (D-(T,2))
1,0.5 ft.
!
/�/
J. Volume Of sludge (y3):
Vi = L,n w r
i5�.8n�) ic1
n
! } /
`i Voiur-e in aallori:
t�i, _�+ 'i.a _?al.. ii i.,�J.�_l� •_T3 / / j > 7t.`,_ /1 S
_ r
llc."IIC ME. Ljr,: V 3._
:/
L -i
-Y
(Appendix 3 continued on nexi page)

Revised xuaust'_li{is
Appendix 3. for ilud-le -olume and tre-atment volume (continued)
L.z=L- S);D-i,Z.�
'—
_iS'J D -(Z'
{ V,)is m-- of total tr arme nt zone (V'?'• -t {'-t y� y� 7
Vz=LzWzZ
l Ratio (R) ofsludut la,,er voiume io total
Treatment volume
R=Vi;'Vz
tf the ratio exceedi 0.50, than a sludse Plan of Action may be required. Check
with DWQ for information on filing, the Plan or Action.
Note: if the lagoon has a designed sludge storage volume (DSSV), subtract that volume from
both the volume of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item
14). and take the ratio:
R = (Vs — DSSV) / (Vz — DSSV)
Exam.ple: it DSSV = 85,000 ft3. then R = (169.860 — 85,000) ' (447,174 — 83.000)
R = 84,860 ' 362,174 = 0.23

-76
�hFs /.377
3 � nE s Cora 3 : I
,
�
�
3
�
s
U
{ 7
8
9
300
s'
s'
0
i
�p0
50 ol

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number
S. Lagoon Identification y _ '7 5 1
C. Person(s) Taking Measurements 4,- —�.t_7� _
D. Date of Measurements I - f O S I
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
P CD T,t Svrf41Z_
b. Distance from the lagoon lino quid surface Lo the bottom (soil) of the lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): ...1-7 .> (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may
have been built different than designed, so measurements should be made.)
. j
G. Estimate number of sampling points: 7 Pam' J}
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that
data recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2), Also, at the location of
the pump intake, take measurement of distance from liquid surface to top of sludge layer and record it
on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level to the Present
Liquid Level (measure at the lagoon gauge pole): O . `7 j
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level /•
(use lagoon management plan or other lagoon records)
r
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level % • % ��
(Item K minus Item I, assuming the present liquid level is below the Maximum Liquid Level):
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon
bottom (average for all the measurement points): . G
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the
sludge layer (average for all the measurement points): 21- '
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: �,2,�
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): s
Q. if Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by: 9 -� /7-.!; [ r` r C — Date: J i� U o
Print Name Signature

Appendix 2. Sludge Survey Data Sheet` Revised August 2008
Lagoon Identification: 1,7 - - P�,c7, 6 � _%G * 2-
Completed by: / -f-, /7,,,.. j �J--��Z Date: is- - '�'B
Print Name Si nature
(A)
Grid
Point
No.
A
Distance from liquid
surface to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (soil)
(C) minus (S)
Thickness of sludge layer
Ft. & in.
Ft. tenths
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. tenths
i
2
3
4
5
6
7
8
10
9
10
2
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Nurnber of points with
readings
X
X
Average
Of
points
At
pump
intake
X
X
X
X
*call_ Grid Points and corresponding sludge laver thicknesses must be shown on a sketch attached
to this Sludge Survey Data Sheet. see Appendix 4 for conversion from inches to tenths of a foot.

i
oh
S
9
L
8
4F
--/ � �-•.)fir 17 d J
eS7lhdr 'Y�JSQ a'+Mi'N "'Vld�

.r ............
RECEIVED
AUG,13 =
OENR - FAYE 91MLLE REGIONAL OFRCE
Oscar Autry
Oscar Autry Farm
489 McLean Rd
Elizabethtown, NC 28337
Michael F. Easley. Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
August 11, 2008
Subject: Sludge Compliance Requirement Change
Dear Permittee:
Coleen H. Sullins Director
Division of Water Quality
In accordance with Condition III.19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
onc
No��nhCarolina
Naturally
Aquifer protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: [phone]
Internet: wwu•.ncwatugualitv.org Location: 2729 Capital Boulevard Raleigh. NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportun4/Affinnative Action Employer— 50% Recydedl10°% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS090078

Waterl0tt*WRt
NCDENR SUN 2 h LA
North Carolina Department of Environment and Natural ResourW.=n8S6CIbff
Pat McCrory
Governor
Oscar Autry
Oscar Autry Farm
489 McLean Road
Elizabethtown, NC 28337
Dear Oscar Autry:
Donald R. van der Vaart
Secretary
June 22, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090078
Oscar Autry Farm
Animal Waste Management System
Bladen County
The Division of Water Resources (Division) received your sludge survey informaiion on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Oscar Autry 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 and
until 2017 for Lagoon # 2.
The next sludge survey for Lagoon #1 should be performed. before December 31, 2019 and
Lagoon #2 should be performed before December 31, 2017.
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 AWS090078
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http://www.ncwatef.org
An Equal Oppcdunily l Affirmative Action Employer - Made in part by recycled paper

&- 'BARWICK AG SERVICES, LLC
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) Taking Measurements
CLINTON, NC 910-385-1000
Oscar Autry 9-78
Curtis Barwick
D. Date of Measurement 12/30/2013
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer
remote control boat w/ depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.377 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points
a. Less than 1.33 acres: Use 8 points 1950 points measued
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 fL when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.3
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.7
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 9.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.8
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.7
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L): 3.1
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
n 4.2 at pump intake
Completed by: Curtis Barwick l '� _ Date: 12/30/2013
Print Name

Appendix 3! Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. if the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Pdsmoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
4.7
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.4
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
300.0
ft.
5. Width at top inside slope (W)
229
ft.
200.0
ft.
6. Length at midpoint of sludge layer Lm = L-28(D-(T/2))
398.5
ft.
245.8
ft.
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2))
170.5
ft.
145.8
ft.
8. Volume of sludge (Vs) Vs=L,,, Wm T
169,860
ft3
168,474
ft3
9. Volume in gallons: Vs9 V'7.5 gal./ft3.
1,273,950
gal.
1,263,553
gat.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.1
ft
11, Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.8
ft
12_ Length at midpoint of total trot, zone Lz = L-2(S)(D-(Z12)
409
ft.
255.1
ft.
13. Width at midpoint of total trot. Zone Wx = W-2(S)(D-(Z/2)
181
ft.
155.1
ft.
14. Volume of total treatment zone (Vz) Vz = Lz WZ Z
444,174
ft3
308,679
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz 0.38 0.55
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 024.
`16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.55

SLUDGE APPLICATION PLAN
1120114
489 McLean Rd
Elizabethtown, NC 28337
Feeder to Finish
j;-,Ils
he
`�-77'
Great care should be taken when land -applying sludge from animal waste lagoons. Many
opportunities for release of waste to surface waters or public rights -of -way can occur
during removal, transport and application. Take all reasonable caution during the sludge
removal process to reduce the chance of a release. Also take reasonable care not to
damage lagoon liners when removing sludge.
Sludge should be applied at agronomic rates corresponding to the tables contained in this
plan. Sludge should only be applied to the fields in this plan and to the receiving crops
listed. All buffers should be observed including, but not limited to:
perennial streams and ponds- 75 feet
wells- 100 feet
dwellings not owned by producer- 200 feet
ditches and public rights -of -way- 25 feet vegetated
residential property boundary- 75 feet
Sludge should be applied to an actively growing crop or to one that will either be planted
or break dormancy within 30 days.
A representative sludge sample has been taken and analyzed before application. Also,
corresponding soil samples are included for each field receiving waste taken within the
previous 24 months. Phosphorus, copper and zinc levels have been taken into
consideration before sludge application.
Third -party agreements should be secured prior to applying sludge on fields not owned
by the producer.

Sludge Plan Kenneth Autry Farm 9-167
FIELD & CROP SUMMARY TABLE
1/2012014
o. tract A
p. field #
q. crop / soil type / RYE
r. acres
s. IRR-2 PAN
balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
" u. maximum
application
amount
(gallons/acre)
'hr, maximum
application
amount
(gallonstfield)
w. application
window
2450
4 5
wheat / Ca / 60 bu
55.20
112.00
6182.4
15,280
843,438
Sep -Apr
2450
6,7
wheat 1 Ro / 55 bu
50.90
106.00
5395.4
14,461
736,071
Se A r
2450
1
icom I Ca 1135 bu
15.20
143.00
2173.6
19,509
296,535
Feb -Jun
2450
2
com 1 We 1110 bu
26.20
117.00
3065.4
15,962
418,199
Feb -Jun
2450
3
corn 1 D A / 135 bu
9.00
146.00
1314.0
19,918
179,263
Feb -Jun
2450
8
corn 1 We 1110 bu
6.00
117.00
702.0
15,962
95,771
Feb -Jun
162.50
Corn
989,768
18832.81
1 2,569,276.9
"columns u 8 v based on a waste sample dated 418114 with 7.33 lbsJN11000 gallons
Waste Analysis -Broadcast
Total PAN available for all fields =
Total PAN from sludge to be land applied
Crop's remaining PAN balance
Overall PAN balance (must be a negative number)
Kenneth Autry Farm
SIGNATURE:
DATE: 1-20-14
TECHNICAL SPECIAI_I T: Curtis Barwick
DATE:1-20-14�
ADDRESS: 103 Country Club Circle, Clinton, NC 28328
1500 est. 1,500,000 gallons applied
7.33 N11000 gallons
18832.8
10995.0
18,833
-7837.80

r
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
DENR-FRC
A Farm Permit or DWO Identification Number Oscar Autry 9-78
B. Lagoon Identification 1
C_ Person(s) Taking Measurements Curtis Barwick
D_ Date of Measurement
E. Methods/Devices Used for Measurement of:
11 /212012
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat w/ depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
ovc oioe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.3T7 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measuremerrts should be made.)
G. Estimate number of sampfinng points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac.
1248 points measued
acres x 6 = with maximum of 24.
(Usk} sketch and dimensions, develop a uniform grid that has the same comber of intersections as We
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from Cquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 fL when irrigating.
FW 16 ZM
f@YO
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.3
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.7
(them K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
tagoon bottom (average for all the measurement points) 9.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.9
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer. 4.6
P. Calculate the thickness of the ehasbng Liquid Treatment Zone (Item N minus Item L): 3.2
0. If Item O Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
ff Rom O is equal to or less than Item P, you d of have to determine volumes.
4.2 at pump intake
Completed by. Curtis Barwick Date: 11/212012
Print Name /SicinathK

Appendix 3. Worksheet for sludge volume and ant volume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet If the lagoon has a designed sludge storage volume,
see notes at end of the woriksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used. '•
Example
Your Lagoon
1. Average sludge Layer Thickness (D
2.5
R
4.6
R
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.4
ft.
3_ Slope = Horizontal/ vertical side slope (S)
3
3.0
4_ Length at the top of inside bank (L)
457
ft
300.0
ft
5. Width at top inside slope (W)
229
ft.
200.0
ft
6. Length at midpoint of sludge layer Imo„ = L-25(D-(T/2))
398.5
ft-
245.5
i
fi.
7. Width at midpoint of sludge layer W,,,= W-2S(D-(T/2))
170.5
it
145.5
ft
8_ Volume of sludge (Vs) Vs=L,,,W,,, T
169,860
ft3
164,349
if
9. Volume in gallons: Vsq=V`7.5 gaufe-
1,273,950
gal.
1,232,618
gal-
10. Thickness of existing liquid tmt zone m
3.5
ft
3.2
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.8
ft
12. Length at midpoint of total ba zone LZ= L-2(S)(D--(Z/2)
409
ft
255.1
R
13. Width at midpoint of total tmt Zone WZ = W-2(S)(D-(M)
181
ft
155.1
ft
14_ Volume of total treatment zone (Vz) Vz = Lz WZ Z
444,174
W
308,679
fe
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.53
if the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with t7WQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (item 8) and from the volume of total treatment zone (Vz) (Item 14). and take the ratio_
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft?, then R = (109,860 - 85,000)1(447.174 - 85,000) = 84,8601362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85.000
17_ Ratio (R) of sludge layer volume to treatrnent volume adjusted
for designed sludge storage volume 0.24 0.53

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Fac iy Numbs. —
Certified Opuatar Hmw- Operadbar S:
'math a toff of EForm aad volume warksheets
Nate A ceiffied a Mattagetnerd Puri nW be SUbffdftd It IMU of 1bbR POP.
7
2
LeMpon 3
Lagoon 4
Lagoon 5
Lagoon 6
b. Tamil SpaDope, (M
c. sh Dap%to be
Ftemund for tnoe
,
d. Stodge Vahnne to be
Removed (ga9m)
f r,tjd1D
TOP
f (8asn000O 09*
g. PAN ct Qbs)
(d x e)M000
CampUM" Thwaff ainerc
Vateaufte bva is equal to orttM the PM of iha "ff ete fudge
resa$S at an end a s* platy Ma ttmeffi Un of SS
INHIMEW Grew eWWWWO Docunm t 1.= must to petad by a fiedmical SgM artd d to
0WQ v"*W W days. plc le redlsae #lye IeMB1 nBulbeWn whin enaQwr 180 days. C.a n*6mme
Wih NRCS SUffalmd 359 na=tbead*mR3dwftthmtw.o yomm oftaw adg- **
9 00 . fie tee is rtne-aarapba[rt but beaw #w stop ptum lerd cf #w . a POA trwst baffled
v 90 days and axWfianm wfth MRCS SWKlwd 359 toast be addaved vMib tWD yaws of to
WOW skidge survey kffzaft itwKvnpri& fffubxedudqe=vepdonddmhzpvvwmd1n
1YWQ =W reWjim go owner to develop a plan that rteels the
reqLibenens of ss lnderagency GMW woe Docurnard 12&
SPOA 3-22 2010 pawl of 2

NARRATIVE: Use ttfs section to descMm the UMUMv4s) tlhat Will be used to kwer the sludge
depth. If nderobs use is planned, specOV the product do be used.
#*azj
['E' .., Q
i hereby certify that i have rawimmed the hffim=Wku Bslsd ahwis and inducted wither the anathed
Plan of Ate, and to the best of my knowledge and abWY, go kffinumOM is atcunft srw
corroCt I fWWOer ceriy and adcnnatie In tit COOMPUMme, tr►-W sego to ,-dUdga acmwwnulifion
must be acNisvedw10 - two years of the a sunray
Shedge Survey Date. . //' - -- --
came Ekw nay I/ :�-�-3
,
0. 1 /o �/z
FacIMV OWnerMlanager tAgi=twe)
ReM tfts fGM tM
ArdRW FeeftW Opts Uelt
NC D'mdw of Wei QME'djl
16O kM Se rvim Center
Rah. NC 27699-'IW6
SPOA 3-22 2010 Paqp 2 at 2

Sludge Management/Operation Plan
Sludge Management Guidance
Lagoon evaluation data developed by NCSU and a review of lagoon ;
management records of several lagoons showed that the treatment Capability of
the swine lagoons evaluated in NC was not significantly adversely aid by
sludge accumulations of 50% or more of the planned treatment volume of the
lagoon. Therefore it is felt that it is permissible to allow sludge accumulation into
tine planned treatment zone of properly monitored and managed lagoons
provided that
• Nutrient values of the lagoon effluent are within the normal operating
range.
+ There is no noticeable increase in lagoon odor_
• Nutrients land applied from the lagoon are properly accounted for in the
application plan (WUP) with no excess application.
• Stop pump level is easily attained with no adverse depostion of sludge
into the temporary storage
Sludge Management
Sludge in my lagoon will be managed by the following:
• Adequately monitor to define sludge volume, location, and rate of
accumulation by conducting an annual sludge survey.
• Maintain a minimum 2.5 feet deep zone, free of sludge at the pump
intake during irrigation.
• Positron the pump intake and manage the irrigation operation such that
the material irrigated is not more concentrated than the nutrient analysis
samples.
• Sufficient monitoring to address concerns that nutrients are not over
applied.
Other items as required by DWQ.

Curtis Barwick 1o,, FA2w,S e-4AAl T Vr-, �xtrCaS.`?r►�
,r
April 17, 2012 l/
Page 2 of 2
Sludge Survey Extension Requests BARWICK AG SERVICES LLC Curtis G Barwick
Facility #
Owner
Farm Name
%County
Region
Lagoon 1D
Approved
Until
9-78
Oscar Autry
Oscar Au Farm
Bladen
FRO
2
12/31/2014
9-134
Tommy Melvin
Melvin Nursery #I
Bladen
FRO
1
12/31/2014
9-190
Tommy Melvin
Melvin Nursery #3
Bladen
FRO
1
12/31/2014
25-29
Douglas Cowan
Douglas Cowan Farms
Craven
WaRO
1
12/31/2012*
31-146
Jerry Simpson
Ganders Fork
Du lin
WiRO
BP2 (small)
12/31/2014
31-162
Charles Edwards, Jr
Glade Ride
Du lin
WiRO
Big
12/31/2012*
40-27
LL Murphrey Co
David M2Mhrey Farm
Greene
WaRO
1
12/31/2012*
51-07
Donald Byrd
Donald B d Farm
Johnston
RRO
12/31/2012*
5146
Whitley Stephenson
Spring Meadow Farm
Sandy Ride Pork
Johnston
RRO
-Finishing
2
12/31/2012*
54-14
Kenneth Rouse
Kenneth Rouse Farrm #3
Lenoir
WaRO
1
12/31/2014
54-127
Kenneth Rouse
Kenneth Rouse Farrm #2
Lenoir
WaRO
1
12/31/2014
82-483
Coharie H2p, Farm
Lafayette Farms C-10
Sampson
FRO
1
12/31/2014
82-183
Coharie Hog Farm
Lafayette Farms C-10
Sampson
FRO
2
12/31/2014
82-229
Nelson Porter
P & J Farms
Sampson
FRO
1
12/31/2014
82-229
Nelson Porter
P & J Farms
Sampson
FRO
2
12/31/2014
82-232
Ernest Smith Farms Inc
Garland Sow Farm
Sampson
FRO
Second
12/31/2014
82-234
Allen Cannady
Allen Carmady Farm #2
Sampson
FRO
1
12/31/2014
82-275
Jerry Harrell
Double J Hog Farm
Sampson
FRO
2
12/31/2014
82-307
Stacy Moore
The Hanover Farm
Sampson
FRO
I (large)
12/31/2014
82-356
SDC Leasing/S. Carroll
Savannah Hill Farms
Sampson
FRO
1
12/31/2014
82-403
Howard Bros Farms LLC
D & K Farm
Sampson
FRO
1
12/31/2014
82474
3 W Farms
3 W Farms
Sampson
FRO
A
12/31/2014
82499
Sheral Daniels
Sheral Daniels Farm
Sam son
FRO
Prim
12/31/2014
82499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
secondary large
12/31/2014
82499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
secondTj small
12/31/2014
82-563
Steve Howard
Stephen Howard Farm
Sampson
FRO
Nurse
12/31/2014
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sampson
FRO
2
12/31/2012*
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sampson
FRO
7
12/31/2014
82-622
Keith Tew
K & T Farms
Sampson
FRO
1
12/31/2012*
82-697
Todd Daniels
Windy Creek Farms
Sampson
FRO
1
12/31/2014
96-02
Jamie Roesch
J & T Finishin
Wayne
WaRO
3
12/31/2014
96-02
Jamie Roesch
J & T Finishing
Wayne
WaRO
4
12/31/2014
* Due to the amount of treatment volume available, and the rate of sludge accumulation, DWQ feels
that an extension is not appropriate for these lagoons.

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
r A. Farm Permit or DWQ Identification Number Oscar Auk
B. Lagoon Identification -N-78 #1
C. Person(s) Taking Measurements Dan Bailey
D. Date of Measurement 12122/09
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Depth sonar
b_ Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe _
c. Thickness of the sludge layer if making a direct measurement with "core sampler'.
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.377 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = 1610 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 tL when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.3
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.7
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 9.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 5.1
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4A
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 3.4
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Dan Bailey T % �� � y Date: 12/22/09
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet"
r
Lagoon Identification 09-78 #1
Completed by: Dan Bailey
Print Name
Revised August 2008
(A)
- -- (B) -
Grid Point
Distance from liquid surface
No.
to top of slud e
Ft- & in.
Ft. tenths
1
0.0
2
0.0
3
0.0
4
0.0
5
0.0
6
0.0
7
- -
0.0
8
0.0
9
0.0
10
0.0
11
i
0.0
12
�ti J ��
U
0.0
13
��
0.0
14
I
0.0
15
0.0
16
0.0
17
0.0
18
0.0
19
0.0
20
0.0
21
0.0
22
0.0
23
-
0.0
24
0.0
Number of points with readings
Average of X X
5.107
points
At pump j I 4.8
intake j
_.1 zl_� Date:
Signature
(C)
Distance from liquid
surface
to lagoon bottom
soil
Ft. & in.
Ft. tent)
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
0.0
0.0
X X
X X
9.512
X X X
12/22/09
(C)-(B)
Thickness of sludge layer
Ft. & in.
Ft. tend
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
0.0
0.0
X X
-
X X
4.485
X X X
'All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example Your Lagoon
1. Average sludge Layer Thickness (T) 2.5 ft. 4-4
2. Depth of the lagoon from top of bank to bottom sail surface (D) 11.4
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
300.0
5. Width at top inside slope (M
229
ft.
200.0
6. Length at midpoint of sludge layer Lm= L-2S(D-(T/2))
398.5
ft.
244.6
7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2))
170.5
ft-
144.6
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft'
155.882
9. Volume in gallons: Vs,,=V'7.5 ga1.tft'.
1,273,950
gal.
1,169,113
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.4
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.8
12. Length at midpoint of total tmt. zone Lz = L-2(S)(D-(Z12)
409
ft.
255.0
13. Width at midpoint of total tmt. Zone W. = W 2(S)(D-(Z/2)
181
ft.
155.0
14. Volume of total treatment zone (Vz) Vz = Lz W=Z
444,174
ft'
309,967
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.50
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) I (Vz - DSSV)
Example: If DSSV = 85,000 ft', then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0,24,
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.50

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Appendix 1. Lagoon Sludge Survey Form Revised August 2008
r
A. Farm Permit or DWQ Identification Number Oscar Autry
B. Lagoon Identification 09-78 #2
C. Person(s) Taking Measurements Dan Bailey
D. Date of Measurement 12/22/09
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler'.
Lagoon Surface Area (using dimensions at inside top of bank): 0.573 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G_ Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = 512 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the surrey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.3
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.9
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.6
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 9.1
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 6.4
Q. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 2.7
P. Calculate the thickness of the existing Liquid Treatment Zone (Item H minus Item L): 4.8
Q. if Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Dan Bailey r--- Date: 12/22/09
Print Name /Signature '

' Appendix 2. Sludge Survey Data Sheet" Revised August 2008
Lagoon Identification 09-78 #2
Completed by: Dan Bailey
�J
Print Name Signature
Date: 12/22/09
(A)
(B)--
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of scuda
to lagoon bottom soil
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft_ tenths
1
0.0
0.0
0.0
2
0.0
0.0
0.0
3
0.0
0.0
0.0
4
0.0
0.0
0.0
5
0.0
0.0
0.0
6
0.0
0.0
0.0
7
0.0
0.0
0.0
8
0.0
0.0
0.0
9
/
0.0
0.0
0.0
10
,A
0.0
0.0
0.0
11
0.0
0.0
0.0
psi
12
C�
�f
0.0
0.0
0.0
L S
13
0
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
- -
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
O.D
0.0
0.0
Number of points with readings
X X
X X
Average of
X X
6.637
X X
9.077
X X
2.71
oints
At pump
NA
X X X X X X
intake
"All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

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O�O� W A r-RpG
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December 1, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Oscar L Autry j
Oscar Autry Farm'
489 McLean Rd
Elizabethtown, NC 28337
Subject: Application for Renewal of Coverage for Expiring NPDES. General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at h!W://h2o.enr.state.nc.us/aps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure vour continued covers a under one of these two types of general Vermits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be corn leted and returned by January 2 2007. Please noteyou must include
two 2 copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
ram,` ,�-z•.�_�-�
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 090078
L & S Farms
IVorthC"Iina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) aturallY
Internet: www.ncwaterqualit ..otR 1-mation: 2728 Capital Boulevard Raleigh. NC 27604 Fax I: [phone]
Fax 2: (919) 713-W48
An Equal OpportunitylAffirmatnre Action Employer— 50% Recydedl110% Post Consumer Paper Customer Service: [phone]

ROY COOPER
covmw
MICHAEL S. REGAN
searory
LINDA CULPEPPER
Interft iWrmor
Oscar Autry
Oscar Autry Farm
489 McLean Rd
Elizabethtown, NC 28337
Dear Oscar Autry:
NORTH CAROLINA
Envl wunezavl Quality
September 7, 2018
rML1rJYW
DEQMVOR
SEP 11 2018
FAYET E Lik �� OFFIM
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090078
Oscar Autry Farm
Animal Waste Management System
Bladen County
The Division of Water Resources (Division) received your sludge survey information on August
16, 2018. With the survey results, you requested an extension of the sludge survey requirement
for Lagoon #2 at Oscar Autry Farm facility. Due to the amount of treatment volume available,
and the rate of sludge accumulation for the lagoon, the Division feels that an extension is not
appropriate at this time.
The next sludge survey for Lagoon #2 at Oscar Autry Farm should be performed before
December 31, 2018. Please retain this letter and keep it with your farm records for reference.
Please call me at [phone] if you have any questions.
Sincerely,
.4 —O'le �
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090078
Li go'o�e Fm
North Carolina Department of Environmental Quality I Division of Water Resources IAFOGW Section
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.9129

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