820048_CORRESPONDENCE_20171231

NUH I H UAHULINA
Department of Environmental Qual

ooF 1111 A rF�QG Beverly Eaves Perdue
�
Governor
�3
Dec Freeman
D 0 a�
7 Secretary
Q -1� North Carolina Department of Environment and Natural Resources
September 28, 2009
Mr. Perry Smith
PO Box 68
Turkey, NC 28393
Dear Mr. Smith,
Coleen Sullins, Director
Division of Water Quality
I checked into hydraulic loading for the spray field for Perry Smith Farm (82-48). The fields have a
rate of 0.65 — 0.75 inches per hour, with each event not to exceed a total of one inch. These are fairly
typical rates for Sampson County. All the spray events I checked in your records fell within this total
amount, which is good.
You have reason to be concerned about continuing education credits_ According to BIMS (our
internal computer software) you have been given 4 credits for your courses in 2007 but nothing for 2008
or 2009. 1 can only read entries in this part of the system but not edit them. Therefore, you should send a
COPY of your certificates for 2008 and 2009 to the Raleigh address below. The transmittal letter should
include details of the course name date, place, and instructor, if these are not already on the certificates.
Also, please reference your OIC license AWA # 18438. If you do not have a certificate, hopefully you
signed an attendance list, which was turned in by the instructor. It's also possible that TACU has your
information already and just forgot to update BIMS, but either way the problem needs to be addressed.
Omissions like this happen occasionally. I'm glad you mentioned this because I normally do not
check credits unless there is a known problem. Do not delay too long in sending this because it needs to
be straightened out before renewal and billing notices are mailed near the end of the year.
Please mail or FAX them to:
Technical Assistance and Certification Unit
Attn: Beth Buffington
1618 Mail Service Center
Raleigh NC 27699-1618
FAX [phone]
Phone [phone]
Glad to be of help.
Sincerely,
.1� .
anSchxn4eier
Environmental Specialist
NorrthCarolina
AlaturallJ
North Carolina DWQ/Aquifer Protection Section 225 Green St./ Suite 7l4 Faycnevitle, NC 2830l Phone [phone]
FAX [phone] Intemet: h2o.enrstate.ac.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

Schneier, Joan
From: Danny Bailey [[e-mail]]
Sent: Monday, September 28, 2009 2:03 PM
To: Schneier, Joan; [e-mail]
Subject: Re: Liquid Waste Spray Rates
Schneier, loan wrote:
> Dan,
> I was at Perry Smith Farm (82-48, hog f ram ) Friday and was unable
> to find hydraulic rates on his (or ours) copy of Waste Plan. Soils
> are listed as Autryville and Chipley A. What is the maximum
> hydraulic load per event permitted?
> Also if you have info for Hoke county, what is maximum hydraulic load
> for Candor sands? I think that one was listed for 0.5 inches per event
> and I wanted to verify that.
> Thanks.
> Is it true that you are retiring pretty soon? You will really be missed.
Joan,
The application rate for the Autryville is .5 inches per hour with a maximum application
volume of 1 inch per application event. The application rate for the
Chipley is .75 inches per hour with a maximum application volume of
.65 inches per foot of depth at wilting point not to exceed 1 inch volume per application.
event. Perhaps MRCS in Hoke county could help you on the Candor. Am fairly sure of
retirement at end of 2009. Im sure they will replace me with someone
that is computer literate which will be an improvement.
Sincerely,
Dan Bailey

Z i,
----------------------
Owners name --:Perry Smith
Mail Address -:Clinton, NC.
County:Sampson
d
Type of
production unit---- :Feeder to Finish
Number
of
animal units -----: 5760
Type of
waste
facility ----- :Anaerobic Lagoon
Temporary
storage period-,-: 180 days
Method
of
application ------ :Irrigation
Amount
of
animal waste produced-----------------:
10944 tons/year
Amount
of
plant available N produced by animals-:
13248 lbs./year
Commercial
N to apply on planned acreage -------- :
0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are 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. Leo not apply more nitrogen than the crop can utilize.
Soil type.3 are important as they have different infiltration
rates and leaching potential. Waste shall riot be applied to
land erod:_ng at greater than 5 tons per acre per year. Do not
zrrly was-e on .saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

r
Page 2
The acres needed to
apply the animal waste
is based on typical
nutrient content for this type of facility.
Annual acreage
requirements may be
more or
less based on the
waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION
PLAN
IS BASED ON THE
FOLLOWING:
Tract Field Soil
Crop
Yield Lbs. N
Acres Lbs. N Month to
No. No. Type
Code
/Acre /Unit
Used Apply
8547 1 Au
L
0 133.00
2779.7 S-APRIL
8554 2 ChA
L
0 133.00
385.7 S-APRIL
8554 1 Au
L
-0 133.00
1529.5 S-APRIL
8547 1 Au
C
5.5 50.00
20.9 5747.5 MAR-OCT
8554 2 ChA
C
5.5 50.00
2.9 797.5 MAP.-OCT
8554 1 AU
C
5.5 50.00
11.5 3162.5 MAR-OCT
Total
35.3 14402
Available
Nitrogen
(includes commercial) 13248
Surplus Or Deficit -1154
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tans
I=Oats-bu.
J=Rye-bu.
K_=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
Acres
Overs

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
-------------------------------- ---------------- ------------- -----
Prepared by: {3. Title:.►vIL &Jirutt Date: � 14
Concurred in by- Date.
oducer
I 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
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
Date :
ProduceT_
a
Technical Special i ( r-� Date -
(Copy to producer and copy to case file)

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 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, crap, 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 sett
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 47.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 266668 cubic feet or
1994674 gallons.

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.
5. 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.
S. 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.
1
Aq)

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material'. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-3"). The topsoil\ing quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthf ill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

40
`AI
AREA TO BE SEEDED:
SEEDING SPECIFICATIONS
2.0 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
16.0 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:
2000.0 LBS. OF 10-10-10 FERTILIZER. (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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.

e
t
r
Operator:PERRY SMITH County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 05/05/94
1500.0 feet
0
sows
(farrow to
finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
= 0
lbs
5760
head
(finishing
only)
x
135
lbs.
777600
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 777600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume (CF)/lb. ALW = 1 CF/lb. ALW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
lvo*r OE'Fla^fEa 4r- 40h✓aF�e$ hodnper
4. TOTAL DESIGNED VOLUME
Inside top length (feet)_+�_+_+___Y________++
535.0
Inside top width (feet)
246.0
~' To of dike elevation feet
P (feet) -----------------
49.0
Bottom of lagoon elevation (feet)------------
37.0
Freeboard ( feet) -----------------------------
1.0
Side slopes (inside lagoon)-------------------
3.0 1.
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0 529.0
240.0
11.0
AREA OF TOP
LENGTH * WIDTH =
529.0 240.0 126960 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
463.0 174.0 80562 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
496.0 207.0 410688 (AREA OF
MIDSECTION *
4)
CU. FT. = XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO
* DEPTH
126960.0 410688.0
80562.0
Total Designed Volume Available
= 1133385 CU. F

�`- 5. TEMPORARY STORAGE REQUIRED
91
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
535.0 246.0 131610.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 131610.0 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 = 777600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 cubic feet
Volume of wash water
` This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircul;
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallo:
per C:
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amou:
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 76772.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches f 12 inches per foot * DA
Volume = 76772.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
5B. #0 cubic feet
5C. 76773 cubic feet
5D. 76773 cubic feet
TOTAL 343440 cubic feet
6. SUMMARY
Temporary storage period________ _______
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0'inches
Freeboard== --- ======= =
1.0
feet
Side slo es-------- -- --__=_=___=__=__=_>
3.0
: 1
Inside top length=====__==__�----=---=====>
535.0
feet
Inside top width= ---------
246.0
feet
Top of dike elevation==____ --------- _=_=====>
49.0
feet
Bottom of lagoon elevation= --------- ========>
37.0
feet,
`-- Total required volume=== =_--==___-----------_>
1121040
cu. ft.
Actual design volume========================>
1133385
cu. ft.
'Seasonal high watertable elevation (SHWT)===>
41.0.feet
Stop pumping elev.-
45.1
feet
Must be > or = to the SHWT elev.--========>
41.0
feet
Must be > or = to min. req. treatment el.=>
43.0
feet
Required minimum treatment volume===========>
777600
cu. ft.
Volume at stop pumping elevation=======-====>
778622
cu. ft.
Start pumping elev.=---_=-------=--------->
47.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1056613
cu. ft.
Volume at start pumping elevation== = =_====>
1045639
cu. ft.
Required volume to be pumped================>
266668
cu. ft.
Actual volume planned to be pumped==========>
267018
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

July 1, 2007
Perry E Smith
Perry Smith Farm
PO Box 68
Turkey, NC 28393-0068
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Fnvuunment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
J,,,a 2 7 2._7
Subject: Certificate of Coverage No. AWS820048
Perry Smith Farm
Animal Waste Management System
Sampson County
Dear Perry E Smith:
In accordance with your application received on 18-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Perry E Smith, 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 Perry Smith Farm, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5760 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 1H.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 Dam
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.n t uali Location: 2728 Capital Boulevard
An Equal OpportunitylAffinnative Aclion Employer— 50% Recycled110% Post Consumer Paper
Nam` Carolina
,Qt7ln ly
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 MRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
.400,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820048

otCF W A r�9pt'i Michael F. Easley, Governor
'y William G. Ross Jr., Secretary
j North Carolina Department of Environment and Natural Resources
0 Y Alan W. Klimek. P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL HEICEI E
RETURN RECEIPT REQUESTED
Perry E Smith DEC 06 2a
Perry Smith Farm
PO Box 68 liam—I %M (*Rcf
Turkey, NC 283930068
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enr.state.nc.us/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 coverage under one of these two types of gencral permits, you must submit an application for permit
overage to the Division. Enclosed you will find a 'Request for Certificate of CoveralZe Facilily Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2 2007. Please note you must include
two 2 copies of yQur most recent Waste Utilization Plan with the a lication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820048
Carroll's Foods Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatemuality.org Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Employer- 50% Recycled110°% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1;
Fax 2:
Customer Service:
North Carolina
(919),�I? It allff
[phone]
[phone]
[phone]

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number A J1rA?dQ `1f County Year 200-9(
Facility Name (as shown on Certificate of Coverage or Permit) l/ C,44:z
Operator in Charge for this Facility f6mLso Certification
Land�pplication of animal waste as allowed by the above permit occurred during the past calendar year
-7Y YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields 2 or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): �� - - lC� Total Useable Acres approved in the CAWMP
3
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: /1147 = /d Total Acres on which waste was applied - -3 Z. /J9 5
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: Z,4 Q
S. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year
tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest " 2
Smallest --
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:
Part H: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
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.
1. Only animal waste generated at this facility was applied to th[NT
a I Yes ❑ No
the past calendar year. D
05
NAL OFRCE
AFACF 3-14-03 1

2.
The facility was operated in such a way_that there was no direct runoff of waste from
0/yes ❑ No
the facility "(includuig the hoaxes, 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
0/Yes ❑ No
calendar year. _.
4.
There was no freeboard violation in any lagoons or storage ponds at this facility during
Yes ❑ No
the past calendar year.
5.
There was no PAN application to any fields or crops at this facility greater than the
4:,d' Yes ❑ No
levels specified in this facility's CAWNIP during the past calendar year_
-
b.
All land application equipment was calibrated at least once during the past calendar year.
EdYes ❑ 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 A=ual Sludge Survey Form for this facility. is attached to this Certification.
V.Yes ❑ No
9.
Annual soils analysis were performed on each field receiving animal waste during the
[/Yes ❑ No -
past calendar year.
10.
Soil pH wax maintained as specified in the permit during the past calendar Year?
J
E Yes : ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
iYes ❑ No
"
pe=T during the past calendar year.
12. All operations and maintenance 'requirements in the permit were complied with during
_ J
L1 Yes ❑ No
the past calendar year or, in the case of a de-viation, prior authorization was received
from the Division of Water Quality—.
-
��
13.
Crops as snecin. ed in the CAWN were maintained during the past calendar year on all
[ Yes 1 1 No
sites rectnanz animal waste and the crops zrown were removed in accordance with
14. All buffer requirements as specified on the permit and the CA7RVT for -this -facility were: [; Yes ❑ No
maintained during each application of anal waste during the part calendar year.
"I can under penalty of law that this document and all artachments were prepared under my direction or
supervision in accordance with a system desiped to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiT.• of the person or persons who manage the system or _
zaosc Dersons directiv re s-,.o siUlz for at imfC=_. or; the irafarz ation submitted Lc, to the best of
my lmowledce aid belief, true, accurate. and complete. I am aware that there are si�ificant penalties for
submitEng false information, including the possi oii;fir of des and imprisonment for knowing violations."
Perini v Name and Title (type or print)
i tore of Perminee
S tore of Operator in Charsze
(if different from Permittee)
.Jlf�c
AFACF 3-14-03
2 -

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
,
B. Lagoon Identification
C. Person(s) Taking Measurements CAA
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the 1 liquid u ce 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 top of bank): Q (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres,2. 6 acres x 6 _f, 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).
L 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): I5
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level 2�z
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item .1 minus Item 1, assuming the present liquid level is below the Maximum Liquid Level):
L. 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):
M. 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): • -2, � ,
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 2—
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K):
(Note: if Item Q is less than 4 feet, a sludge removal and utilization plan maybe required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform
—side slopes.
Completed by: { —S Date: •� • Y
Print ame gnature
RECEIVED
FEB 2 2 2005
14
OENR —FAYEREIfLLE RECIOML OFRCE

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identification:
Sludge Survey D to Sheet
Completed by: Date: d
Print dame Signature
Grid
Grid
Point
No.
(g)
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
9.7
3
4
,Q
5
,
6
7
9
10
11
is
12
r
13
,O
14
�v
15
7
,v
16
17
(p
18
,p
19
20
21
22
23
24
Averse
91, ?J
Oc • Z
*All Grid Points and corresponding sludge laver thicMesses 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.

twirl � � •
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►/rA-ro4 0,1fX+_

PLAN OF EXCAVATED WASTE STORAGE PIT
3
NAME: E R c 3 m l T Date: 51515(t-
county: -!58MESor4
Address: �• o • �a 8 `�� K l� C'.
1, 8109 SLAPI `3f0 1 /
� 1 /
~q ; "T'9• Avg. "t eLEV. /*e
1
37. c
At[. �TTpM EL Et. �
A6 3 '
(Sw beet for votum calculation)
Use of facility': Ls1A.SM Ti E.4T'n�j�'�y7` LeGco�!
Capacity: 477, 7ZQ lone a3rA38 a: Ft3
Soil Type:
Deaah bark Diner p on CJ.fE oc eOE,-cAf M.49;e
Bottom
Normal Liquid Level
Storage for normal Precip.
Nexim m Liquid Level
ZS yr, Storm Storage
crest M
Kax.Flor Depth .
Freeboard
Top of Dam
llev. 3 • a
Elev.
(+) Ft.
al�v.
glow.
(+) Tt.
(+) /.
Elev. o - .

0
PILL
AYiAACE GROUND
VARIABLE
SAPPY HATER IAL
RAJ CLAY
1.5 FEET THI C)
CLAY L IN ZR
S fXD'l CLAY -CLAY
1.5
TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL - CLAY LINER
F4!��2,e y SM 17-H
THICK CLAY LINER
(M IN IMIRI) FILL
_ ��` AVERAGE GROUPID
EXCAVATE THIS AREA AND
�BACKFILL WITR CLAY
EXCAVATE
VARIABLE SANDY MATERIAL
NO CLAY
.5 FEET THICKC__FRe4L) I REa:��
CLAY LINER
SANDY CLAY -CLAY
1�(oT d � S ESI G ht `Doffs rat o`r' -EN C Lu Z7 �. ADM PorRrr
ADDITIONAL' EXCAVATION DUE TO LINER:
AYERAC£ DEPTH TO CLAY X 1.5 FEET THICK X DISTANCE n CUBIC FELT = CUBIC YARDS
27 CUBIC F'EEr/CUBIC YARDS
MOTE: NHEN AREAS OF UNSUITABLE MATERIAL ARE EN OINTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COIM'ACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

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North Carolina Cooperative Extension Service
College of Agriculture and Life Sciences
Farm Name: Perry Smith Farm
Owner: Perry Smith
Facility No: 82-48
Technical Specialist: Danny Bailey
Subject - WUP Revision &- Wettable Acre Determination
caner Signature
% / --0
Date
Sampson County Center
369 Rowan Road
Clinton, NC 2812E
[phone]
[phone] (fax)
CL� d-o-�
Technical Wecialist Sign e
ate
Employment and program opportunities are offered to ail people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina A&F State University, U.S. Department of Agriculture, and local governments cooperating.

WA3T9 111'.141ZATMAY PLAN /- / o -
'1'AULE 1: ACRES OWIJCU UY P1{ODUCL11
i .4:/.'�-----
1�11C'1' FIELD 5016 TYPE & CLASS- 6l-6P Y ICI,U I,US COMM 14
UC1'CItMINING PHASE COLIC A14 iJ I'EI{ ACRES AW
PER AC AC USL'•U
T 1 I'I I:
- 9�7 t .2 7 Y-- �Z- t, " 1'�Fa
I-F 1 1
102
.2 *17
y
1 �
Ak
!3y
27)
}
4z2r7 1179
A 3.dcZ �5j
IOTA L sEE.v�,rr
SG � - Sy.1�� Gc.�%.✓ A✓E•Cs�-EO

rIc;�c"T
F z ELD'
wASr� liY� 1.1ZATiCrN PUAN
TAULL•" 1: ACRES OW146D Ulf PRUDUCER
solL 'rypE & CLl1SS-
0ETERMINxNG PHASE
c-
CRUD
CODE
YIELU LUS
Aor
PER !1C
I
.2 7f-
J>.z vj'
~ — -
c�Mi� ��
ins
AC
USLU
/.a90
3 ov
se7 V-rq 2--
i t n r-i r-i

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: ?,CQA L Facility Number: r4 - 4LS-
Manager or Producer pF RR Y Sr+ : rhl - Phone # ( _) __
Technical Specialist: Phone #�
Facility Contact: f'r*q'C Y s : Tn' Phone # (&P) X 33 -�-
Mailing Address: 'AO. _'O'c G jr
Was farm sited for animals prior to 10/l/95 e / No
If No, date farm sited for animals: I I
Irrigation Svstem Type
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-2.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
—_2 1121cJ
ignature (Manager or Producer) Date

CAMP HARD-HOU-THAVELER FIELD DATA SHEET*
1. Make and model number : �Ri ICAA! ortf- / a i o $42—
2. Hose length and hose inside diameter (ID) Do
3. Gun make and model number
4. Gun nozzle size inch, _ring orifice, taper bore orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing 2,9 c] feet. Indicate whether uniform, rand n
Number of exterior hydrants & . Number of interior hydrants _.
6. Operating pressure at hose reel psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter .2 So' feet.
measured, used on gun chart.
8. Gun pressure Go psi.
observed at working gauge, based on calculations (show calculations),
determined from gun charts.
* * 9. Supply line size inch (from pump to last hydrant).
* * 10. Supply line length feet (maximum pumping distance).
**1 1. Supply line type PVC, aluminum.
* * 12. Pump make and model number
** 13. Pump capacity, gpm.
* * 14. Engine make and model number , or
* * 15. Electric motor horsepower and rpm hp rpm
N=: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
*** Information furnished by
Signs a of Owner or Facility
JRepresentative
Printed NofigClof Owner or Facility Representative
Date (�-� /
and/
Sign of Technical Spe st
D,94-4-r 2...: 40' - --
Printed name of Technical Specialist
Date I D
*** Only the person or persons collecting the data should sign the data sheet.
r
Y

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CA1WVIP WlJTFAULE ACRE COMPUTATIONAL 1VORI(SHEU
1. Pariii Number (ldcntificatiati) _L S� . field Number (ldentitication) /
2. Irrigation System Designation Existing Irrigation System
New / Expanded hrigalion System
3. Type of Irrigation System Stationary Sprinklerl6Y" — I lard -1 loscTiaveler
Center Pivot Littear-move System
4. Number of Stationary Sprinklers /1 Interior sprinklers H Lxterior sprinklers
Number of Travel Lanes w ; 11 Interior Lanes / # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet ,�v Length of pull [feet]
G. Spacing boa Lateral / Hydrant Spacing [feet] _ffQ_ has percentage of wetted dimnetcrI
Sprinkler spacing along lateral [feel] [as pet centage of wetted diametetj
7. Sprinkler or Hydrant Layout _Multiple Laterals/Ilydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/llydiants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter frum (lie appropriate labile
and colunin based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprin]ders
Acres per Interior sprinkler front 'fable Column
Acres per Exterior sprinkler from Table Colurrut
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from "fable _ Colun» n
(b) Acres middle portion of pull
(full Length (feet] X Wetted Widllt . [feel]) / 43,560
(c) Acres stop cad of pull front Table Column �_
"Tula] acres for Interior pull (Suet: a + b + c)
Traveler: Exterior Hydrant (travel ]note)
24-f—(a) Acres start end of pull Crum Tableb-F0 Columnj�_
• 41.310 (b) Acres middle portion of pull
(full LengtlrgS* (feet] X Wetted Wid(ILZ2r[[eel])/'13,sou
r 0--- (c) Acres stop end of pull, from 'fable Coluuut
f •43) Total acres for Exterior pull (Suui: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or hulls
of Bach category in the field. Sum all of these and this is the total irrigated acreage fur the field.
(a) Acres per Interior Sprinkler or full X 11 Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Spr inklers or Pulls — Acres
. L r3 Fulal Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Workslieet Completed by: ��%.y,v i ;: ;

C:AWIVIV W ri'AIILE ACItE COI%ltru'I'A'I'IONAI-,WOI(KSUCU'I'
1. Farm Number (Identification) 1 field Number (ldetrtificalion) y
Z. Irrigation System Designation Exisfing lrrigalion Syslent
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/6tr �_ Ilard-llose'fraveler
Center Pivot Linear -move System
,I. Number of Stationary Sprinklers II interior sprinklers # Exterior sprinklers
Number of Travel Lanes 11 lntetior Lattes # Exterior Lanes
5. Wetted Diameter Sd [feet] rrvm field data sheet 70 y Length of pull Meet]
G. Spacing d Lateral / Hydrant Spacing [feet] ias percentage of wetted dRuttcler
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter J
7. Spritilcler or hydrant Layout ----___Multiple Lateralslllydrants
Single Lateral/Ilydrant Excessively spaced SprinMerslllydranls
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the apprupriale tabale
and colutim based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprialders
Acres per Interior sprinkler front 'rabic _ Column
Acres per Exterior sprinkler from 'fable Colunut
Traveler: Interior hydrant (travel Jane)
21 (a) Acres start end of pull from fabie�f`uluuut
�o X• �,2 (b) Acres middle portion of pull
(Pull Lengtlt7a 'feel] X Wclled WidthZ aJ [feel]) / 43,560
(c) Acres stop end of pull fiout Table Column
3.YCj`t'9tal acres for Interior pull (Suer: a + b + c)
'I'r-aveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable � Column
(b) Acres middle portion of pull
(Pull Length[feel] X Welted Width [feel)}143,560
(c) Acres stop end of pull from 'rabic Column
Total acres for Exterior pull (Sutra: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by (lie number ofsprinklers or hulls
of Each category in the field. Sum all of these and this is the total irrigated acreage fur the field.
(a) Acres per Interior Sprinkler or full X # Sprinklers or fulls = Acres
(b) Acres per Exterior Sprinider or Pull X 0 Sprinklers or Pulls = Acres
_;- VC-3 'I'utal Wettable Acre for field (Sum: 9a + yU)
Wettable Acre Computational Worksheet Completed by: y,v i ;� ; L t�— K Dale. _

CAWNIP WE'I"TABLE AC:IUL COMPUTATIONAL ATIONAL 1VORI(Si EEF �Q
1. Karon Number (Identification) dFL — Ilck Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New I EAlnanded Irrigation System
3. 'Type of Irrigation Systern Stationary Sprinkler/�,w lard4lose'Traveler
Center Pivot Linear -move System
4. Numbcr of Stationary Sprinklers _ nil Interior sprinklers # Exterior sprinklers
Number of Travel Lanes e /I Interior Lanes # Exterior Lanes
S. Wetted Diameter [feet] From field data sheet _j vo Length of pull [feet]
G. Spacing 2 is Lateral / Hydrant Spacing [feet] Ins percentage of wetted diameter)
� . Sprinkler spacing along lateral [feet] [as percentage of wetted diameterI
7. Sprinkler or Hydrant Layout T� Multiple Laterals/Ilydranls
Single LaleraYllydrant Excessively spaced Sprindders/llydrants
8. Read the irrigated area per sprinkler/travel pull for the given welled diameter from the appropriate tabale
and column based oa pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from 'fable Coiunun
Traveler. InteriorZ_r,
dm (travel lane)
(a) Acres start end of pull from 'TablCf_,rd i'olunun
,Z.t (b) Acres middle portion of pull
(full LengtbSoo ,feet] X Wcttcd Widtlr?ec7 [feet]) / 43,5GU
(c) Acres stop end of pull from 'fable Column
mP2.7yI'_-Total acres for Interior Dull (Sung: a + b + c)
Traveler: Exterior Ilydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of bull
(full Length [feet) X Wetted Width [feel])/,13,56U
(c) Acres stop end of pull Iium 'Table CUIumSn
'.['otal acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or I►ulls
of Cady category in the field. Sum all of these and this is the total irrigated acreage for [lie field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls W Acres
(b) Acres per Exterior SpriiWer or Pull X # Sprinklers or fulls = Acres
.7 TfrTutal Wettable Acre for Feld (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: __.D�9x- :^Lc~Y Date:

C:A%VIV1P WE'1`I'AULL ACRU, CUIvlVU'I'A'1'10NAL WU1titStiEE'l'
1. Farm Number (Identification) _� 2 ' �� Field Number (Identification} /` t_
Z. lrrigatiun System Designation hxistiug Irrigation System
New / Eipauded Irrigation System
3. Type. oflrrigation System Ilard-1 luse Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers /l Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / # Exte6ur Lanes
5, Welted Diameter 02.1) - o [feet] From field data skeet $17)- Length of pull Meet]
G. Spacing mop Lateral / Hydrant Spacing [feet] ��'v Ias percentage of wetted dianretcri
Sprinkler spacing along lateral [feet] [as percentage of welled diameter I
7. Sprirdder or Hydrant Layout _ � Multiple Laterals/l-lydrants
Single LateraUllydrant Excessively spaced Sprirdders/llydrards
g. head the irrigated area per spritrklerltravel pull ror the given wetted diameter from the appropriate tabaie
and coluam based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Colunur
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table _ Column
(b) Acres middle portion of pull
(full Length__ (feel] X Welted Width . [feel]} l41,5()U
(c) Acres stop end of pull frum 'fable Column
Total acres for Interior bull (Sunr: a + b -+- c)
Traveler: Exterior hydrant (travel lane)
3_ t (a) Acres start end of pull from Tableic,Fo Column
c; O (b) Acres middle portion of pull
LG?�• (full Length l [feet] X Welled Widtll/' [feet]}1 I3,5UU
(c) Acres stop end of pull from 'fable Cululi+lr
Total acres for Exterior pull (Sung: a + It + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Surn all of these and this is the total irrigated acreage for the field.
(a) Acres per ILilerior Sprinkler or full X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X H Spr irdclers or fulls m Acr es
,2—_Z�f Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Z).9 ! :� L c y' Date:

C;AMY11'WE'CI'AIILE AUCL COMPUTATIONAL WORKSHIKET
1. Farm Number (Identification) � if X Field Number (Identification)
2. Irrigation Syslcrrr Designation Existing Irrigation System
New / Exlranded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/6wx-Ilard-llose'1'savcicr
Center Pivot Linear -trove System
4. Number of Stationary Sprinklers if Interior sprinklers N Exterior sprinklers
Number of Travel Lanes � II Intetior Lanes 4�j _ # Exterior Lanes
5, Wetted Diameter 1 -r-P [feel] From field data street v 0 Length of pull [feel]
G. Spacing Lateral / Hydrant Spacing [feel] _ Ias percentage of welled diamctctI
Sprinkler spacing along lateral [feel] [as percentage of welled diarncict I
7. Sprinkler or Hydrant Layout Multiple LateralslHydrants
Single Lateral/Hydrant Excessively spaced bpuiMers/Ilydrants
g. head the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunur based oil pattern, spacing, and sprinkler/travel lane location.
Stationary Spriuklers
Acres per Interior sprinkler from `fable COlultril
Acres per Exterior sprinkler from 'fable Colunut
r';tvcicr : interior Hydrant (travel [Rile)
(a) Acres start end of pull from 'fable _-'vlunlnt
(b) Acres middle portion of pull
(full Lengllt Meet] X Wetted Width . [feel]) / 43,560
(c) Acres slop end of pull front Table CUIUttilt
Total acres for Interior hull (Sum: a + F + c)
Traveler: Exterior Hydrant ((ravel lame)
/(o (a) Acres start end of pull fiom Table€So Colunur_
f.. SS / (b) Acres middle portion of pull
(full LeugIhrOd [feel] X Wetted WidlhZCa [[cell)1,13,56U
(c) Acres stop end of pull Gonr Table Column
,S*o a Total acres for Exterior pull (Suer: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or Dulls
of Cach category in the field. Sum all of these anti this is the total irrigated acreage for the field.
_ (a) Acres per Interior Sprinkler or Pull X It Sprinklers or Pulls = Acres
(b) Acres per Exterior Spriidder or Pull X # Spr inklers or fulls = Aci es
.S.o_:r—t'Fotal Wettable Acre for field (Suw: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: ,P fAl ! % L Y- - - Date: _

CAWIYII' NwrFABLE ACRE CONIVU'I'ATIONAL WORKSHEU
1. I -aria Number (Identification) _ YZ ^ 'rfx Field Number (Identification) ®6
Z. Irrigation System Designation Existing Irrigation System
New / Expnrided Irrigation System
3. 'Type of Irrigation Systern Stationary Sprinkler/�4.� rd-1 lose 'l'raveler
Center VIVOI Linear -prove System
,I. Number of Stationary Sprinklers it Interior sprinklers H Exterior sprinklers
Number of Travel Lanes 4 If Interior Lanes _�_ # Exterior Lanes
5. Wetted Diameter ,23'o [feel] From field data sheet 340 Length of pull [feet)
G. Spacing Lateral / Hydrant Spacing [feet] _ las perceatage of wetted dimneterj
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter I
7, Sprinkler or hydrant t - Multiple Laterals/Hydrants
Single Lateral/Hydrant L-xcessiveiy spaced Sprinklerslllydrants
S. Read the irrigated area per sprinkler/travel pull fur the given welled diameter from the appropriate tabale
and colunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriniders
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from 'fable Column
Traveler: Interior hydrant (travel lane)
(a) Acres start end of pull frum 'Table _ Coluuui
(b) Acres middle portion of pull
(Pull Length feel) X Wcttcd Widlit . (feetl) 143,560
(c) Acres stop end. of pull front Table Column
Tuiai acres for Interior pull (Sum: a + b + c)
Traveler: Exterior hydrant (travel lane)
a 3 (a) Acres start end of pull frum Tablqtrfe f Culunin _
,7, bGC (b) Acres middle puition of pull
{full LengtVC-P Ifeet] X Wetted Wiil11a57y [feet))/ 43,5b1)
(c) Acres stop end of pull Dorn 'Table Coiurmi
�2 .Z 94 Total acres for Exterior !lull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers yr pulls
of Cach category in the field. Sumall of these and this is the total irrigated acreage for the Geld.
(a) Acres per Interior Sprinkler or full X 11 Sprinklers or fulls = Acres
(b) Acres per Exterior SpridUer or full X _ H Sprinklers or fulls = Acres
Z .Z 16 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Date:

CANVMP WL'I"I'AULL, ACItL CONIL'U'1'A'I'IONAL NVORKSIIEET
I. I -arm Number (ldenli['ication) k2 --1%?( Field Number (Identification)
. f7
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/&�„r+ e�Ilard-1 luse Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers 11 Interior sprinklers _ # Exterior sprinklers
Number of Travel Lanes 11 Interior Lattes l _ # Exterior Lanes
S. Wetted Diameter z so [feet] from field data sheet Length of pull (feel)
G. Spacing 20O Lateral / Hydrant Spacing [feet) has percentage of wetted dt.uneler�
Sprinkler spacing along lateral [feet] [as percentage of wetted diatnclo J
7. Sprinkler or Hydrant Layout Multiple Laterals/I lydrants
Single LateraVI-Iydrant Excessively spaced bprinklerslllydrants
S. Dead the irrigated area per spriuMerl( ravel pull for the given wetted diameter Ilium the appropriate tabale
and colunut based on pattern, spacing, and sprinkler/Havel lane localiun.
Stationary Sprinklers
Acres per Ltterior sprinkler from 'Table Column
Acres per Exterior sprinkler from Table Colunrtt
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from 'Fable roluntn
(b) Acres middle portion of pull
(full Length {feet] X Wetted Widlit . [feet)) / 43,560
(c) Acres scup cad of pull from Table Coluuut
Total acres for Interior pull (Suet: a + b 4- c)
Traveler: Exterior Hydrant ((ravel Ialre)
(a) Acres start end of pull Gum Tableirpa Column 3
J_ (b) Acres middle portion of pull
tPuli Lenglhjr- (feet] X Wetted Width 2 L jfeel])/ 43,560
(c) Acres slop end of pull Ilium Table Column
.�.o --iota( acres For Exterior pull (Suiii: a + b + c)
9. Mu[liply the tabulated irrigated acreage value per sprinkler or travel pull by lite number of sprinklers or bulls
of each calegory in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X 11 Sprinklers or fulls = Aches
M Acres per Exterior Sprinkler or Pull X 11 Spi inklers or fulls = Acres
of j._ Total Wettable Acs-e .for field (Suut: 9a + 9b)
WuRable Acre Computational Worksheet Completed by. ,y.c, i ;� L C)- Date:

C;A1Vfvll' WE'I"I'AIiLE AC:IfI C ON,IrU'I'A'1'IUNAL 1VORKSUEET
I . Farm Number (Identification) 2 field Number (Identification)
2. Irrigation System Designation Existing lrrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System Stationary Sprinkler/GrK hard-llose'fraveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers I/ Interior sprinklers N Exterior sprinklers
Number of Travel Lanes /I interior Lanes # Exterior Lai cs
S. Wetted Diameter [feel] From field data sheet Length of pull [feel}
G. Spacing 2_c O Lateral I Hydrant Spacing [feet] yy jas percentage of wetted dizunetcrj
Sprinker spacing along lateral [feel] [as percentage of wetted diameter
7. Sprinkler or Hydrant Layout - Multiple Laterals/I lydrants
Single Laterallllydrant Excessively spaced Sprinklers/llydrants
g. bead the irrigated area per sprinkler/travel pull for tltc given wetted diameter from the appropriate labale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriulders
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from 'fable Colunur
Traveler: Interior Ilydraitt (travel lane) r
t X-P _ (a) Acres start end of pull from Tablcjt k`) i-ulumn
,3.-t7 (b) Acres middle portion of pull
(Pull Lengllt?tf ,feel] X Wetted WidllV,o,? [feel]) / 43,560
(c) Acres stop end of pull Gom Table C0lunui
Z Jr? 'Total acres for Interior pull (Suer: a + b 4- c)
Traveler: Exterior hydrant (travel lane)
__ _ — (a) Acres start cud of pull [Cola 'fable C.Ulunrlr
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Wlcilli [[eet j )/ ,l_3,50U
(c) Acres stop end of pull front' 'fable C UIlniul
Total acres for Exterior pull (Sum: a + b + c)
9_ Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Sun all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X It Sprinklers or lulls = Acres
(b) Acres per Exterior SprhWer or Pull X # Spi inkiers or fulls = Acres
J!�� Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Workslreei Completed by: Dater __

CAWIVII' WL'I-I'AULE ACRECOMPUTATIONAL 1VORKSIIKU
I . Farm Number (Identification) field Number (Identification) _
2. Irrigation System Designation Existirsg Irrigation System
New / Expanded lnrigatioss System
3. 'I-ype oflrrigation System Stationary Sprinkler/6a,. Ilard-1lose 'l'raveler
Center Pivot Linear-nsove System
4. Number of Stationary Sprinklers t{ Interior sprinklers # Exterior sprinklers
Number of'lravel Lanes ,/� N Interior Lanes # Exterior Lanes
5, Wetted Diameter Z ✓�y [feet] From Geld data slrecl o o Length of pull (feet]
G. Spacing Zyo Lateral / Hydrant Spacing [feel] Ias percentage of wetted d4uncter�
Sprinkler spacing along lateral ]feet) [as percentage of wetted diameter I
7. Sprinkler or Hydrant Layout Multiple Laterals/I lyd rants
Single Lateral/Hydrant Excessively spaced Spriidders/Ilydrant s
8. bead the irrigated area per sprirtkler/travel pull for the given wetted diameter from the appropriate tabale
and colunui based on pattern, spacing, and sprink]er/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from "fable Column
'Traveler: Interior 110rant (travel Issue)
AZN _ _ (a) Acres start end of pull from11) fable � rulumu a
2.1117 (b) Acres middle portion of pull
(Pull Length rev ifeetJ X Wetted Widtll/. 7rilcet]) / 43,560
(c) Acres stop end of pull from 'fable Coknrrn
.3.9 f, '2-Total acres for Interior pull (Suet: a + b 4- c)
,traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Culumn
(b) Acres middle purtion of pull
(Pull Lengtlti [feet] X Wetted Width [feet])/,13,560
(c) Acres stop end of pull fiom "I'able CUIUrrrn
'Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Suns ali of these and this is the total irrigated acreage for the Geld_
(a) Acres per Interior SpriAler or full X 11 Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X H Slit isrklers or fulls = _ Aa es
0 i J liFotal Wettable Acre for- field (Suur: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: jJ•9,v % ;: ; L c Y —� Date:

CA%Vfvll' Wl++'l-I'AULE ACIi.E CUAIPU'1'A'I'IUNAL 1VORKSIIEET
1. Marti Number (Identification) Field Number (Identification)
Z. lrrigation System Designation ^�C Existing Irrigation System
New / U, xpauded Irrigatiot System
3. 'type of lrrigation System Stationary Sprinkler/Gtx I lard-1 luse Traveler
Center Pivot Linear -move System
4. Nuitiber of StationarySpriiiklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes � # Interior Lanes L_ # Exterior Lanes
5. Wetted Diameter [feet] From Geld data sheet .? Length of pull [feet]
G. Spacing / So Lateral / Hydrant Spacing [feet] Ias percentage of wetted diarneterl
Spriarlcler spacing along lateral [feet] [as percentage of wetted diarnelei I
7. Sprinkler or Hydrant Layout Multiple Laterals/Ilydrants
Single Lateral/Hydrant Excessively spaced 5p6nklers/llydranis
S. Read the irrigated area per sprii ikler/t ravel pull for the given wetted diameter Rom the appropriate tabale
and colunin based on pattern, spacing, and Sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'Fable Colunui
Acres per Exterior sprinkler front 'fable Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(full Length ifeet] X Wetted Width . [feet]) / 43,560
(c) Acres stup end of pull fronn Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior hydrant (travel lane)
,' . /O (a) Acres start end of pull Gum Tabl440 Column a
(b) Acres middle portion of pull
(full Lengtlur?r-[feel] X Wetted Width 7 r [feet()/ 43,5G0
(c) Acres stop end of pull from 'fable Column
/.09 D Total acres for Exterior pull (Sum: a + b + c)
9. MuU.iply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Cach category in the field. Surn all of these and this is the total irrigated acreage for the Geld.
(a) Acres per interior Sprinkler or full X II Sprinklers or fulls = Acres
(b) Acres per Exterior Spruilder or Pull X # Sprinklers or fulls = Acres
I.y-f 0 Total Wettable Acre for- field (Sum: 9a + 9b)
Wettable Acrc Computational Worksheet Completed by: .9" ;: ; Lc j' Date,

4 OL
CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: _ ?CRAY 5^-: r'Y ,/C"..ficy," Facility Number: _rL - SLY
Manager or Producer
PR R'F
r Sr, :„r/
Phone # (
Technical Specialist:
�.a^�„r3'
3.t_c,E,� `
Phone # ffz 57 7 - -7
Facility Contact: ?4-OCA s : T/e Phone # (fib ] S 3 3 — ZY Y3
Mailing Address: ]` :O. d n< '�'r
kS �rFr y .V •
Was farm sited for animals prior to 10/1/95 <S1 No
If No, date farm sited for animals:
Irrigation System Type
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
ose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-2,
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
Signature (Manager or Producer)
7l/2Idl
Date

r
CAWMP HARD -HOSE TRAVELEIK FIELD DATA SHEET *
1. Make and model number A �'�cgr- / o J e ' 2-
2. Hose length and hose inside diameter (1D) D ocv
3. Gun snake and model number
4. Gun nozzle size-6 inch,ring orifice, taper bore orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing ,? feet. Indicate whether uniform, random.
Number of exterior hydrants Cc, _ Number of interior hydrants.
6. Operating pressure at hose reel _ _ psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter �2 30 ' feet.
measured, used on gun chart.
8. Gun pressure psi,
observed at working gauge, based on calculations (show calculations),
determined from gun charts.
Supply line size inch (from pump to last hydrant).
Supply line length feet (maximum pumping distance).
Supply line type PVC, _ aluminum.
Pump make and model number
Pump capacity, gpm.
Engine make and model number
Electric motor horsepower and rpm
hp rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
or
* Locate each hydrant on a copy of the snap. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
* * Optional data, furnish where possible.
* * * Information furnished by
Signature of Owner or Facility Representative
Printed NfiKe of Owner or Facility Representative
Date %— 1-2- d t
and/
Sign of Technical Spe �-st
D,44- v,r
Printed name of Technical Specialist
Date
* * * Only the person or persons collecting the data should sign the data sheet.

iZl;(t)ilii'tll'ri'1 ktll`1r1k,11'1t11k�,;lkk.1,1
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i1 ltslct ittt l..nncs .. _ / __ !! 1 �.� iel i1n f .au1•�
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Si glcLalciallllydi.nut l:.r.t:cssi':cl� �ltntLtl, lnis,l.lclsrll�lfts,nl;
i;. Ktld 11lu 11riBalt:tl III Ca put sf:lillkict/ltnvcl pull iur 01C v"otct1 slimes-.lcl fiusll rite n1lili11111i:str tsll,,:,4r
:111t1 t;vfu11111 U;lWd un ]tallclll, s1111t;Mg, ;11i11 lane lut;nlivil.
;il:siiuEr:sr� J;116111tici-3
Aa cs lrcr lnlcl iur Tyl iub.lct h 0111 l malt - — �. ullalun
hl:;ms;ter Lxlctim Sillil►l:fcr liulrt f nitkG - (�tlurrul ---
Yr;svt+-v: Inlcrior 1 ph-ntti (tt-nvcl !trite)
(n) htitus dill[ ctltl tj[ Inill hum 'l ;llalc - :„lstiull
(1�) Acics ntitftllc fat:tliutt ul'pull
�l'ull 1,cls;!,t11 11aA] X 11tt'llt•.sf
--- (�) Ac+t s1t,l, curl ul troll I'Mill
l Mini ncres inr lnicr itrr hull (;illlu: 1t t It I t )
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S 3 (a) Act cs stall Clltl L f 111if1 V 111
At:lt:s tllitltllc flsuliull ul pull
tl'ulll.cull✓p•�ys�lctl] `; 11'0lt'tl1}'illlf,
4- IG$��' Attcs 54tafr ctltl ul lntll i1u111 l;sllll: i:Mi111,1„
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ul ca l: catcgusy in ills field• S11111 Fill ul Iht:sc and 4hl-s is tl,c 1111ill 1ilil,:ll�;=l n:;,clgc iv; OIL, i'lJ11.
_ (a7 /Fetes her 1111m l.:ittti,sici, a of i'+ill Y. _ 1! ';'jHi:,klr,s yr P%J
fictcs t,cr i3r_lciiur :t„inl,ICr v, ;',111
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cm J_ [r.u?lll ,l 1111 lcei5.VICIIA Dialw1u r?So �lc1w. }
tJ. ;pacing d2a., lunlcln4 1 i lytit alll j1t:1s itt1; llct l j rlr� �:tr ltctccnlaFc of rar.11t'.Il tlrtnu lrl j
W il1fIi11�'lCl *1l8t:111 rlluilglnlclnl �Ir.c1j �_ �:, Imccningcof s,'t;llr,ltlmnirlr,l
1- 1lriliklfnr 01. 1lytliRill Lilyulll ___ l�it11ii111c 1.nfclnirJll.y141111I1s
Sillglc L.alttallll}'cltntt! 1:.�:uL:,ri:'r:.la' sllncrll 111164.1cl;lil}'Maul-,
li. 1€1u;Id I}ic liripl1A alu pul Flplinldulhmvd hull I'M 111c 1 IVL'13l';1:llrvJ tllalll'ctLl 1i111Y1l1,r fll!1!141!!si;lll, 1111.1;11!'
:111d GU11111111 laaaCU un llnllc111 s1in+ ink+ a1111 s111}nl;k,'IhI av:l 1211c lu'.:ntiun.
;i(:Itilisl:l€-}• ;3ltrilri�lct'a
hctcs }€cr lnlrtittr }llitliJCl [rvtll I n'ulc (-ullnlm ---
Au }1Ci ExkCI iw ;Ill 11113of I'l U11I 1 1i131C �_- CU11111111 —_.-
TI' .Ivclt_r': Itllcrior I_Iptlrnni (trnvd Intir.) a
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i'ltsslsl�ci ul -l�s ilvcl 1�ntlt9 ./
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_"V111
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i) 1111CI'Ut 1 •IIIICS _ N 17'.Iullm I.:nn•n
';. 1),'cllctl l�iatils,lcr v �ft ct� !'ts)sts licltl llaill slscri a�L l.cnE;il, of 111111
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ol)l ilkla'spauiiig alu€ig 1:11C1n1 liCcij , —� I:+ y,�lcCnla�t of tti�l€1'tl,li:,n,ttt:l
1. "prii)lr,l�,r of Ilydimil l,nyoul �/ hIil)lliy)lc I-niclnlsillydinnts
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y;. ll,l". d lilt 111it"d ill peer sy)[IIi1dC1/I1.-IV'J pull I-l)! 111C Lllv"�Il '4`:'uui _d killilllt;l1-1 lit m 111n nl!1 mIllillil: 111kilt•
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;�l:lliul:ar� �y)silllrlrs�
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1'rsty' l�r; llsiti iut' 1_l3'th'n111 (4rtl�'cl lnt)r}
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��77 _ (•t;j A1;Ii7 544)1: t:rltl uI I!ull liu1u
pr[. 7V :r7fuii11 11Ci (:_$ 1U1' 1lllCi'iUIL I I I I I 1 (`;tII11: it € 11 1 t )
l'rnl'cici 1 ,lcrius 19ytlrstlsl (trrivcl hulk)
(fi) Au1C.i Still Clltl uI 111111 Iltl)}) 111111r, t.4k1!l11111
(l;) il'.:lcs illitltllt: y11111iull 111 l:l)1i .
(1'I111 1,s:nli1 �lt.r_i j ll .11 t11i111111 - Ilct l j )1 'I
Slui7 "ml of ))III! 11 bill i :6111: t..t!'1:111111
'l�ulnl iiCr�S 1u1lx.ietiur 11u11 (:Ilia; 11 111 I c-) -. .....
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.1 .�," 11C1 111IC1 illy ')"pl ii11'.i1,z caa 11,111 X ii :;t,:.11i'.€r1r „Pulls-
f[ j hc:Cs 1,CI € lriiut ';I,iiI11.1cr ,.+; I'lrtl !i :,isif,�_!^i v1 1'II
7VS1 u1.il t"t'I'm )lc AcrL ftls 1ie1!f _>11I:F: 4':4 I-
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I 11, A. . I
1) 1 U I Ilb U (Id C1 I 'if iUa JU I I)
J I I ViliuJI :)y;flum Dcnigilalil-lil
4. Typu of 1111B.'111oll Syslull " ), i ; I I I u I I ; i I y"I pl i4+-'I I 1 :1) k I -I I on r 'I I -,I vl: I k: I
I-Jillul - move; 1)'y"Irill
I m ) 1 7: 11 m I
HUMbUY UFYJ IlVtJ 1-1111C9 1I ltslcliut I'llms
.'j Vh-ucd D'i'llnulcr 2 F] 0111 ildd data nllf�o 11111111
'ill-IlGhIg I'McIvII/Hy6law '�Ipnuilljl jl'ut',tj
Ing 111ung 1111CI nI (Fud] Lrnlngr, 01 wulird 111nim.1".1
'i "piinl,lci or flydiant Lnyout
101111,1111C I B10 lydinills
Rcad 111C 1tj-'Wm,,;d local I )UT S111 Illkk2i/tl --INT1 JW11 10; 111U V,"JlUd nlymplMir. [Awiv
1 SpI Inklel/11"I"-d hile ,md uulumn b;i-.ud un pauum, rpw-i1 ng, .Intl
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h-tts III-Ir - lul sIIIILOJcl VIL)m Tni)Iu
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(m) A,,;ics qtm I end of pull hum 'I
ur, 111,1601C pol k1l, ImIl
(U) N-I Ur� nk)ji Ulld Ul'IR11i I'l om A ;1111
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3 n v 11111:
Full tl',oll
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halve! pill! I!), ilw liumljrl (11'."pi 1
y t 1 1,3 1 -
I
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[�Ita�' / ��;> }1nn11ta1 111i�;nlitrn ;;pstcln
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t t't1lCl l'ivol 1s111t:11 111r1V'
;. tIIIIbct. UI- ';1:t1111c6ttl.r,111i111.1t..in 11 1'.Y.L1'litli 7:111M1 4rl
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'i. Vt'tllctl 1:7i:11t1cL-1 1 a a �ic,lj 4'1u111 liticl tlnlsl sl{+t'.1 Be o i.t•ngIII t1f Inlll�lr.c:l
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']. 1-11ritti,ltl o v lSycllclrrtLn'Uttl — l�ltllli111t l.nlcittl�rll.}lisslnl�
Singh f_. li+ l :1lll l} tlt astl 1_.x4;t nnlvdy shot ct1 ;llsl inl.lcl s!l i j't1i and
l;. l�c,,tl lltt 111i1'111ct1 ttfctl pC`;1111111'.lCl>11r;1VL'1 poll lttl 111C 1,"V'ti-,,jttlefl t1i11111'll_l 11ttltl tltc' n1lliltllltiilll:Illll;111
.111d t:Ululllil -.IssuU Ull pallvin, splo-iliv, wid .'1111illldt1lhl vta Iilllf�: lUl;lliltlll.
:J1:Sllt3{1:11 j' ,51iI'1{illlCl"J
AGICS licr lnlcrivr Ili inl:lz 1 II unl I nillc t.. u!unnl --- ---
hcres l,t;l. s111lnkltin fiults l rillic _- C:ultluul—_------
•l�r:l'r"_lt:r: )vrlLcriur 1_l}'tlltlrll (l:nti'cl lnt►t�)
�ll) C1t:t Cs sinl i L'110 ur lllill li1I111
lJ} !tt t C.-, Illic1t11r litir 1it111 OF 111111
�1'ull 1,tilgltli yltr.lj 'Wtlltt:tl''NI(llli.
%1L1 Uri slt)ll clltl U I- bull }'l l,lll l ;4171=' .-- (. alllll llll
T llilll 1{t:l (:s fur 1s11C1 iUr 11{Ill (`ilslli: 11 1 1J I 1 )
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r
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2— Qtl) IWA is illil.ltllt: 1,tll tillll 11C 111111
l'u1ll:tssll�Ill�rna llt'.11j7lt't'Ij�l'14'!tt}
cs 511111 t,rlil t)1 11tI11 11Uill l illllt' - l :ttllllllll
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`�. f�'t'.ii'illilj' iilC laiJulalctl 116ltud r1',;ICriL1C \':1111C 11c:1 'llI1i11;ii I t-ll Ilr`1';ci llllll 13l` iI11_ 3llllli'J';1 ?II rill ,II1.it'. pillk
{r1'li{� ll^1i1. �JUlll r.11 ll1 tll!"„ i1111! LIilt- IS t11c t�,t:11 111tt' ±sLa �r'-�C111;r' ltll t17?1 I1?a51.
r'
{;t) ;•.C,c= t?Ct illlc,iv: :ijlril,i:ir_s r)3 l'S1ll �, � ii ;�i,:i�,'t,•l.,lr ,_5 full= - `_.------- ".
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1JsiL;aliu:l: -lull]
New 1:xis1il,n ltsil;lllitstl,'i}"ltltt
1` ew / VoIll,tl,lttl ilIIL!11lloll "'yM_n1
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I'l1.n111rr UfTinvul 1,,mm
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it lltlClital s11;i111'.it:l.^, . -__
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12
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;md !.:Ulumn bn;t;U un 11:11tU t1, Sllllt;ill8, :S1itl s1rl IIII- VL1ll Vv 'I 1:11tL: IUJ Ll litlll.
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l'I-,lv(Jrl': 111trrior li)'clnint (Irnvel 1:111e)
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j�' /• Flo Clulnl nt.res ltalli;�l�ritlr lltlll (;tttlf; n 4 11 I cj
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flijl: Csl,cs'?.-Ic.ivr.=;uis.'I-- V31„11
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:ulcl t;ulullrn hascd un J=autin, sJ1:1ulhg, alitl sJrlilti.lcllllnvta him louilliutl.
` �?I:IlIUt1:11� �J11�11i1r�Cs'3
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:llld t;LAUIIlll1);I.-(;d U11 1)attt:lt% SIMIcillp" Mid S111il14:6Al;Iv6 Mill' luuIl1it1:1.
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pikill t?y 111r-, numb. -I
u" cad'. 01cs- 1 )1 Ov-,
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cn lizi. r-� iul Lp] 116-1cl -,I P t1il P iijklv f U1
For iirld
liv:

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L',cntcll'i�:ul T_—� l,incitt-ttnt�t;;;1r,11111
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'i. lt,'Lilctl 1)i,lfltelcr .0 llcct) l'lltlll 13c1t1 iliih slWt.l 3 o a l,cr11,111 of Bull ll?'.1'.tl
(a, paGiIi D l.,nlct�llll3tllaiti��lt�citt]=]{tr:l� 0{il"I1C!SC311��CI!Il:s:llt'.3illi:,,ulrl�
:;)ttittl•'.{cr'S]tn?;ittg nlultg {nlclnl �lcr;IJ T—�__ 1:�; I�cILe3ti:,g�ul �,r:1t,,I cli:,!3!>•4csj
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Sitlglc 1_.alctnlllll'iltBill l:.xt-L:,'-.lv dy sltntt,:tl ;,lnittl:ltisll]ph
rult�
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- �laliuuar}• �ltt�itllticla
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----------------
-<
70/ 3/5
I
1-45

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
• Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
FRo
The following questions have been completed utilizing information on file with the
Division. Please review the information fpr completeness and make any corrections
which are appropriate. If a question has"not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
Application Date: -7 � DECEIVED
OK 0 5 1997 -a
I. REQUIRED ITEMS CHECKLIST
PIease indicate that you have included the following required items by siAnir #tSj! pace provided next to`each
item. REG. OFFICEZ Applicants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and = -;
field locations where animal waste is disposed; 3
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION
1. Farm's name: Pe= Smith Farm
2. Print Land Owner's name: Peny Smith
3. Land Owners Mailing address: PO BQx 68
City: lu[kry NC Zip: 28393
Telephone Number: C7 ! Q - 5- 13 — o? 3 �Z] _
4. County where farm is located: Sampson
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): Baltic NC. hear the intersection of 192
d SR n the e of 1927,
6. Print Farm n e (if different from Land Owner):
7_ Lessee' / I egrator s me (if applicable; please circle which type is Iisted):
82 - 48
FORM: AWO-G-E 2/26/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: 82-4_$
2. Operation Description:.5wine o2eration
Feeder to Finish
5760 - Certified Design Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
TyMof Swine No. of AriiMals Jy N of )'oultry No.of Animals Tvce of Cattle Ng. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish d;e— 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow) r
Other Type of Livestock on the farm: L f t�t No. of Animals: 4
3. Acreage cleared and available for application: 42.78 ; Required Acreage (as listed in the CAWMP): r 2
i
4. Number of Lagoons: ; Total Capacity:�3 Pls Cubic Feet (ft3)
Number of Storage Ponds: �) ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or NU. (please circle one)
6. Are subsurface drains present in the vicinity of or under the Iagoon? YES or (please circle one)
IV. APPLICANTS CERTIFICATION:
1, (Land Owner's name listed in question 11.2), attest that
this application for (Farm name listed in question II.1)
has been reviewed by meiWd is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned �_,
me mpiete.
Signature Date
V . MANGER'S, CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question II.6), attest that this
application for (Farm name listed in question 11.1)
has been reviewed y d is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as i plete.
Signature _ Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

MAY g
f� -
�` r
ti-
CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
RECEIVED
DE" D 5 1997 -
FAY-ETTEVILLE
FARM G. Grp€Ca
NAME OR NUMBER ��"�2 y � �Yh'
FARM DFSCREMON E,� _ 72 0 r✓i.5. /n/G -- ,�' pr�.y�s� o �•!
LOCA-MN ` $ oy� ("' 8
'ri,KKEY N •C •- -
CO'�ANY FARM
CONTRACT GROWER YES

PLAN OF EXCAVATED WASTE STORAGE PST
7)M rr4 Date: s l s 15
• County • -!S A 19 5 oft
Addrass :
rrp S[CTfoi A*O�i�
f-�—�•—�
! ` ttt. morns MET. r
arx
(Sim b+dt for rolum calaAariam)
Use of facility: ,sm T,QE,¢ �-�v�' / ac-oer
Capacity; 9 IL77 7.Z loan /( 3 B .5 Ft3
Soil Type:
Bottom 21ay. 3 0
Normal Liquid Level 31ev.
Storage for normal Procip. (+) 7 _Ft.
Haws TMm Liquid Level E1ay.
25 yr. Storm Storago (+) Ft.
crast Z= E1or.
Mx -Flow Depth {+) Ft.
Frmabaard {+) A c Ft.
Top of Dam Slay. w_ o
F7

H
.. I
FILL
AVWAGE GROUND
VARIABLE
SAJAIilIt MATERIAL
00 CLAY
1.5 FEET TIIICI
CLAY LINER
SANDY CLAY -CI -AY
•
TYPICAI. CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL CLAY LINER
pe,e,e y 57,W 17-H
I -5FEET THICK CLAY LINER
--, (MINItf al)
EXCAVATE THIS AREA AND
w13ACKFILL WITH CLAY
EXCAVATE
FILL
-- AVERAGE GROUND
VARIABLE SANDY MATERIAL
NO CLAY
.5 FEET THICK -I�F R�4v 1 RED
GlAY LINER
N'R
SANDY CLAY -CLAY
H oTtw b T�-I t 5 17 E 51 G N 'I� o �5 N oT ZN C 1_ u D E. C O M P OrPWI O N S Fog, LINER,
ADDITIONAL' EXCAVATION Dla*. TO LTNER:
AVERAGE DGP'T11 TO CLAY X 1.5 FEET THICK X DISTANCE CUBIC FELT = CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS
NOTE: IRIEN AREAS OF UNSUITABLE MATERIAL ARE EiC014fTERED. THEY WILL NEED TO BE EXCAVATED A NININUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED MIT11 A SCS APPROVED MATERIAL. (SC, CL. C11).

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
535.0 246.0 131610.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 131610.0 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 = 777600 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 cubic
feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system.
Flush systems that recircula
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 amoun-
180 days excess rainfall -
7.0 inches
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 76772.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 76772.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
5B. t0 cubic feet
5C. 76773 cubic feet
5D. 76773 cubic feet
TOTAL 343440.cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall================= =>
7.0
inches
Freeboard____ ___________ =-________=___=___>
1.0
feet
Side
3.0
. 1
Inside top length==---=__==================>
535.0
feet
Inside top width=====__________________--____>
246.0
feet
Top of dike elevation==____ __________=___>
49.0
feet
Bottom of lagoon elevation=== _=============>
37.0
feet
Total required volume=======================>
1121040
cu. ft.
Actual design volume== --====================>
1133385
cu. ft.
Seasonal high watertable elevation (SHWT)===>
41.0
feet
Stop pumping elev.==___________________ ____>
45.1
feet
Must be > or = to the SHWT elev.==========>
41.0
feet
Must be > or = to min. req. treatment el.=>
43.0
feet
Required minimum treatment volume===========>
777600
cu. ft.
Volume at stop pumping elevation============>
778622
cu. ft.
Start pumping elev.-==______________________>
47.3
feat
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1056613
cu. ft.
Volume at start pumping elevation===========>
1045639
cu. ft.
Required volume to be pumped================>
266668
cu. ft.
Actual volume planned to be -pumped==========>
267018
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ?.TTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:PERRY SMITH County: SAMPSON
Date:
05/05/94
Distance to nearest residence (other
than owner):
1500.0
feet
•1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
5760 head (finishing only)
x 135
lbs. W
777600
lbs
0 sows (farrow to wean)
x 433
lbs. -
0
lbs
0 head (wean to feeder)
x 30
lbs. =
0
lbs
Describe other :
&0
Total
Average Live Weight =
777600
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = I CF/lb. ALW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
IVOT OESYGw/.EZ • -r- COAYE-eU AOEP/Fsr
Inside top length (feet) ---------------------
Inside top width (feet) --
Top of dike elevation (feet) -----------------
Bot'-am of lagoon elevation (feet) ------------
Freeboard (feet) ----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 529.0
AREA OF TOP
LENGTH * WIDTH =
529.0 240.0
AREA OF BOTTOM
LENGTH * WIDTH
463.0 174.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
496.0 207.0
535.0
246.0
49.0
37.0
1.0
3.0 : 1
WIDTH DEPTH
240.0 11.0
126960 (AREA OF TOP)
80562 (AREA OF BOTTOM)
410688 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/,
126960.0 410688.0 80562.0 1
0 Total Designed Volume Available = 1133385 CU. FT

PLAN OF EXCAVATED WASTE STORAGE PIT
A
is
NAME: �PELzzR y 5 M trt4-- Data: -!5 j
County: o
Address: -?. a_ Bv<_ E 8r - ,L-TLi9KE 4, N.O.
T�oc,,a
"A/[ 3T0 IAYE. Tat atr.�o+
*wrrBIG .SICTICAII--/
1 i
1 ` 09. $Auer aer.
Lmra
(Say bw* far vaium eslwtatfam)
Use of facility':
Capacity: A, 477, -7 Z O _� lone 3 B -s- Ft3
Soil Typo:
Dorsch mark Description ux-E oc.D ,,r.v M.di2rG
Bottom
Norzal Liquid Level
Storaqe for normal Procip.
Xazi niza Liquid Level
35 yr. Storm Storage
Crest BSX
Max.Flov Depth
Fraeboard
Top of Dam
Elw. 37. 1=1_
Elw.;¢�-3 -
(+) - -- - -
Elam.
M Ft.
Elw .
(+) !t.
M
Elan►. �. o

TYPICAL CROSS -SUCTION OF
LAGOON 0ONS'1RUCTION WITIi
PARTIAL- CLAY LINER
Pe7e.e y Sm Ir"
1 .5 FEFT THICK CLAY LINER
FILL (I•i Irr I �EiIrI I FILL
AV68AGE GROUND ��� '�� AVERAGE GROUND
EXCAVATE THIS AREA AND VARIABLE SANDY
MATERIAL
VARIABLEISAC:KF ILL WITH CLAY
SAMPY MTERIAL NO CLAY
UG CLAY --_ -----� �--�-- r
1.5 FEET TIIIC .5 FEET THICK rF Rr--QvIR �
CLAY L NKH
CLAY LINER
EXCAVATE
SAUDY CLAY -CLAY SANDY CLAY -CLAY
f`�oT1r e -r)_A_I S �ESIG N t4 oT -EN CLUIDFr— (2 Pu-r1li I o N 5 FFa0-- L I N fER .
ADDITIONAL' EXCAVATION DuE TO LINER:
AVERAGE DElyrII TO CLAY X 1.5 FEET THICK X DISTANCE r 0113IC FFh'T = CUBIC YARDS
27 CUBIC FEETJCIIBIC YARDS
MOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A NINIHUH OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED U1111 A SCS APPROVED MATERIAL (SC, CL, CI1).

•
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 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
16.0 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:
2000.0 LBS. OF 10-10--10 FERTILIZER (1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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
S1400TH 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.

SPECIFICATIONS FOR CONS"lRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before anv excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off 'r--nch:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed
to the Nest lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 511 lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using to more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetat-' =:
All exposed embankment and other hare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

SHEET 2 OF 2
0 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.
0
E7

" SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This laaoon 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 47.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 266668 cubic feet or
1994674 gallons.

0-rEC1EICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLE.yRING .
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (_) 'inch in diameter shall be removed to a minimum depth of
one (!. loot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-3"). The topsoilina quantity is in excess of
amounts specified on page one (1)
Cut- -f-f Trench.;
A trer_ch (when specified) shall be installed as shown_ in
the
Cons tr.1ct -on .
------------
Cons ion of excavated and earthfill areas shall be performed
to the Neat lines and grades as planned. Deviations from this will
recui,-e orior approval of the SCS. Earthfill shall be placed in
max. o__ 5" lifts and not placed in Standing water. Comnaction
shall 'e oerfomed by the construction ea_uipment or sheens -foot roller
duni-.c plr-acement. The embankment of the lagoon shall be installed
using -t ne more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
enco,antered, they will need to be excavated a minimum of one (1) foot
below urade and backfiiled and compacted with a SCS approved
material (i.e.-CL,SC, CH) Refer to the soil investigation
inf^rMation in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vea-t ion:
A1= e� led e-~.bankment and other bare constructed areas shall be
SPer-=~ the planned type of vegetation as soon as possible
after according to seedinc7 SDecificatlons Sneer.

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NORTH CAROLINA
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U-S. DEPARTMENT OF TRANSPORTATION
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11 Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landownar_ 1"" Q- w-,5,ft " tk_:�� • - - - Community or Group Flo. - 7-2-
September 1980
FV a Code: 210
County-5Ili
Conservation Plan No.
Estimated Depth of Water to Top of Dam__L_Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream -to the point of estimated minor effect
from sudden dart: failure.
:Est. Elev. :c.st. evati
Kind of :improvements: of Breath
Reach: Length: Width: Slope: Land Use Improvements Above "loodwater Ab
flood Plain: Flood Plai
t. Ft. 7. Ft.
K
• N D N ��
• . •. �.40 • :v,3COD S
• • •. •
Dascribe potential for loss of life and daasge to existing or probable future dmmstrE
Improvements from a sudden brmch
LIFE OR DAMAGE PUBLIC TROSPC=ATICN.
LQGOD11 G in ¢.URXL [A of Ce.'DP'cen2
S QD•
iS 1.4aA780 Sao' T,ei :AA MTe Sac VVAS
Hazard Classification of.Dara,(b, c3 (see NEM•Part 520.21) d
Dam Classification (I, II, III, 1 V},y 40
By G . Gunn Cz,GTa b,sT. Tcc-►*n • Date815 91
name t tie
Concurred By as C Da te,_Za Z
named (title)
NOTE: 1. Instructions on reverse side.
Z. Attach additional sheets as needed.

HOG WASTE PUMPING AGREEMENT
THE TERMS AND CONDITIONS OF THIS AGREEMENT ARE AS SET FORTH
BEL0,,J .
1. DATE OF AGREEMENT . `, - `r i
2. LANDLORD NAME AND ADDRESS TENANT NAME AND ADDRESS
CAROLYN J. BENNETT PERRY E. SMITH JR.
RT 1 BOX 273 PO BOX 58
TURKEY NC 28939 TURKEY NC 28939
THE LANDLORD, GIVE THE TENANT THE RIGHT TO PUMP
HOG :TASTE ON MY LAND FOR AS LONG AS HE SO DESIRES. =
IN WITNESS HEREOF, THE LANDLORD AND THE TENANT HAVE
CAUSED THIS AGREEMENT TO BE DULY EXECUTED AND
SEALED THE DAY AND YEAR FIRST ABOVE WRITTEN.
TEll A
i
SEAL
LANDLORD _

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ Pic 4s(_ —! 54-1
EMERGENCY MANAGEMENT SYSTEM -
SWCD 51Z — -796 _."
NRCS S 9z- -7 9 (.3 w-
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for ��,, -
all employees at the facility. The following are some action items you should take.
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. Cali 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 runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakazb from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. %•lake sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18. 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action.
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pomp, 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. Anv damaze noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a_ During normal business hours, call your DWQ (Division of Water Quality)
regional office, Phone - - After hours, emergency number. 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local MRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of vour choice to begin repair of problem to minirnize off -site
damage.
a_ Contractors Name: ticiV_u. bee-rwsp-? __C_PntYr.
b. Contractors Address: TvP-«E M -r—.
c. Contractors Phone:
2 Dec:mber I S. 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc:)
a. Name: -VW _ 95 oK
b. Phone: 9lo q 4 4
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.
December i S. 1996

Mortality Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
—/ stream or public body of water.
3 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
Anv 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 1 S. 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production Er Vegetative or wooded buffers;
Ct-Iecommended best management practices;
0..-Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry Moors
Floor surfaces • Wet manure -covered floors Slotted floors;
G1"Waterers located over slotted floors;
Feeders at high end of solid floors;
C4"Scrape manure buildup from floors;
O"Underfloor ventilation for drying
Manure collection pits . Urine; 9'Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
lYUnderfloor ventilation
Ventilation exhaust fans • Volatile gases; P- Fan maintenance;
Dust efficient air movement
Indoor surfaces • Dust Gl-'Washdown between groups of animals;
0 Feed additives;
0 Feeder covers;
9-IFeed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 0 Flush tank covers;
liquid while tanks are filling EI'Extend till lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater 0" Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater C] Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Er Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; l' Proper lagoon liquid capacity;
• Biological mixing; Cl--Correct lagoon startup procedures;
• Agitation A" -Minimum surface area -to -volume ratio;
cll-�Minimum agitation when.pumping:
CI Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • high pressure agitation; Irrigate on dry days with little or no wind;
nozzles . Wind drift (I'Mininwm recommended operating pressure;
Q�l'ump intake near lagoon liquid surface;
Cl Pump Isom second -stage lagoon
Storage lank or basin • Partial microbial decomposition; Cl Bottom or midlevel loading;
surface
•
Mixing while filling;
❑
Tank covers;
•
Agitation when emptying
177
Basin surface mass of solids;
CI
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
❑
Soil injection of slurry/sludges;
spreader outlets
a
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
O
Spread in thin uniforin layers for rapid drying;
171
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
•
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
CI
Proper location/consiructiou of disposal pits
Incinerators
•
Incomplete combustion
0
Secondary stack burners
At " -C - November 11, 1996, Page 4

Insect Control Checklist for Animal Operations
Source Cause UMPs to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids 3--Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
F3 Remove bridging of accumulated solids al
discharge
Lagoons and fits • Crusted Solids CI 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 -
B inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation 0-,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.
Dry Systems
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues 0 Reduce moisture accumulation within and
around inunediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around Iced storage as
needed.
AN" - - November 11, 1996, Page 1

A
WASTE UTILIZATION PLAN
----------------------
Owners name --:Perry Smith
Mail Address -:Clinton, NC
County:Sampson
Type of production unit---- :Feeder to Finish
Number of animal units-----: 5760
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period-r-: 180 days
Method of application ------ :Irrigation
Amount of animal waste produced -----------------
Amount of plant available N produced by animals-:
Commercial N to apply on planned acreage -------- :
10944 tons/year
13248 lbs./year
0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are 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 type.3 are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land erod:_ng at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

a
r •
Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop
Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code
/Acre /Unit Used Apply
8547 1 Au L
0 133.00 2779.7 S-APRIL
8554 2 ChA L
0 133.00 385.7 S-APRIL
8554 1 Au L
0 133.00 1529.5 S-APRIL
8547 1 Au C
5.5 50.00 20.9 5747.5 MAR-OCT
8554 2 ChA C
5.5 50.00 2.9 797.5 MAR-OCT
8554 1 AU C
5.5 50.00 11.5 3162.5 MAR-OCT
Total 35.3 14402
Available Nitrogen
(includes commercial) 13248
Surplus Or Deficit -1154
Crop codes: Crop -unit
A=Barley-bu.
I=Oats-bu.
B=Bermudagrass (graze)
-tons J=Rye-bu.
C=Bermudagrass (hay) -tons
K=Small grain(graze)-acre
D=Corn(grain)-bu.
L=Small grain(hay)-acre
E=Corn(silage)-tons
M=Sorghum(grain)-cwt.
F=Cotton-lbs. lint
W=Wheat-bu.
G=Fescue(graze)-tons
Y=Fescue(pasture)-tons
H=Fescue(hay)-tons
Z=Bermudagrass(pasture)-tons
Acres to
Overseed
20.S
2.S
11.0
35.-

10
Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
------------------------------------------------------------------
Prepared by: Date: yli A4
Concurred in by: Date': Sr g
oducer
I 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
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
01
Date.42�Z��
Producer
Technical Speciali r: Date: Z-110/gf
Ve
(Copy to producer and copy to case file)

ne=vqcff CJ" Y
AINML L SQAS':3 XMIUL OMhT PLAN CXR 171CAT=0M FOR HMA OR ZX2AbTD= PEE7I.0T3
Please rat„„ the completed farm toe Division of Mzvi=9aaaatil Harag&=&^t at
the ade-ass cm the reverse silA* af,, this form.
Name of fa-= {Please print)
Address: 10
M2krArc .02,49 3 _ Phone No.
CounCy
Fa = locacion. r atit:sde and Long itude:aL-' also,
please attach a copy of a county road map with �lecati n ide.n._ifiec.
Type of operation (swine, layer, dairy, etc.) : u !Vt tl
Design capacity {r:.:serer of animals) :
Average site of operation' (12 north pcpulatior. avg.):
Average acreage needed for land application of waste (acres): 3 5
asssaaaaaaa as cane raeasasaasa+++aaaarssraaaariawasssarassaarssaassasaa aaaaaraaa
Tach`ical Specialist CaMtL:-; .cation
As a teclhnical specialist designated by the North Carolina Soil and water
Conservation Co=ission pursuant to 15A NCAC EF .0005, I certify that the new or
expanded azixal :caste management system as installed for the fa— named above
has an animal waste management plan that meets the design., construction,
operation and mainten&nce standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Hater Conservation Commission pursuant to 1SA NCAC 2Li.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minizzr=
criter ia-hau�een verified by me or other designated technical specialists and
i are included in the plan as applicable: minmum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stozmwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Tacbm ical specialist (Ple�s a Print) T6
Affiliation: �SoiL COA&SL-XJlAr1r)Aj "SE9_(f1GF, _
Address (age-acy) D )=. RMuJArl IRO Phone No.
GLrN7oN, Nc. 2 P 328
Signat:L e 54�417 YV-Vl,u Q t'w *2 Date:,
10
saaasaasaasssasaaarasasaaaasaaawaraaaaasassssasasassaaarsssaasssaaaaws
Cier/:iamager Agra0Meat
I (we) understand the operator_ and maintenance procedures established in the
approved animal waste management plan for the farm named above and will imPleme.'zt
these procedures. I (we) know that any additional 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) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff 'from a storm event less severe than the 25-yea:, 24-hour storm. The
approved plan will be filed at the fa_-m anc at the office of the local Soil and
Seater Conservation. District.
Nam,a of Land c5=,Lr) (21 eas e
Signature: � j Date:_ l- Z `q`6 --
Mama of ya-&cam, if different from owner (Please print)
Signature: aDate'
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
M USE ONLY:AC:Ir__W*
Coy[ sF*Arr -M DFIM 9 1z7/%­

Depertment of Environment,
Health and Natural Resources
Divisicn et Environmental Management
Jcmes B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howcrd, Jr.. P.E., Director
q
EDFE F=1
iNSTRUCT:ONS FOR C�T:1- !CATION OF APPROVED ANIMAL WAS. %QLNAGE r= PLANS FOR
NtW OR ZXPAZM= AN'w.MAL WASTE %V1'AGZ E.'VT SYSTMEiS SERV=..NG : Z=Z LOTS
In order to be deemed permitted by the Division of Environmental Management
(DM4) , the ourner of any new or expanded 'anLJ=al waste management system
constricted after .;anuar'y 1, 1994 which is designed to serve greater tliar, or
equal to the animal populations listed below is required to submit a signed
certification form to DEM lmf_=2 the new animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 head of cattle
75 horams
2 S 0 awl --is
1,000 Shoop
30,000 bi_-Am with a liquid vast* System
The certification must be signed by the owner of the feedlot (and manager if
differanc from the owner) and by any technical specialist designated by the Soil
and Water Conservation Commission pursuant to 15A NCaC 6e .0001-.0005. A
technical specialist must verify by an on -site inspection that all applicable
design and constrsction standards and, spec ifications are met as installed and
that all applicable operation and maintenance standard's and. specifications can
he met.
Although the actual number, -of animals at the facility may var[ from time to time,
the design capacity of.the waste handling system should be used to determine if
a farm is subject to the certification requirement. For exa=ple, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal :rase management
systems adopted by the environmental Management Commission (EEC) on December 16,
1992 (Title 15A NCAC 2H .0217).
c Xz=?. ?-CATION 901Mi
On the reverse side of this page is the certification forte which must be
submitted to DE:M before new animals a_a stacked an the farm. assistance in
completing the form can be obcained from one of the local agricultural agencies
such as the soil and water copse= ration district, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension 5e,zice. The form should be sent to:
Depart=ent of environment, Health and
Division of Zr.-rironsencal Management
Water Quality Section, Planning Branch
P.D. Box 29535
RAleigh, N.C. 27626-0535
Phone: [phone]
Form ID. ACNEA019 4
Natural Resources
5�eve W. Tedder, Chief
Water Quality Section
rate: - ?•L /443
P.O. Sox 29535. Rdeigh, North Ccroi'ir.o 27626-05.3.5 Telephone [phone] FAX [phone]d96
An E qual Ccoorte ndy A1".rmctive AcTion Employer 50%racyc'ed/ 10% post -corm. msr pacer

IIASTs XAUa=MNT PIJ%X c3R =FIC_XT: _Ox TOR N'rX OR =2A%== r7_'Z_3s.o0r3
Please rat%=n the aletad fort to the Divislon of X*_-&gG=art at
the add -sea an the reverse side of this to=.
Name of fa_-m (Please print) : '5M,7-74 _
Address. Po. Sa�X GR
Tup144, Arc. '?317.3 -Phone No.
County:
Farm location: Latitude and LonGitude:`� !• (refit ired) . Also,
Please 'attach a copy of a county road asap with locati idertified.
'rape of operation (swine, layer, dairy, etc.)Nl +4
Design capacity (n.,�a::.e, of animals) : s~ Icc)
Average size of operation-(_2 month population avg.)
Average acreage needed for land application of waste (acres);
sassaaa sea as:ayyasaaswara:a sssssaa aasasssaasas:ages:aaasasaaaasasaa�ssaasasaaasa
Tack-..ical �ecialist Cartificat3oa
As a tec.lnical - specialist designated by the North Carolina Soil and Water
Canse=-ration Con=ission pursuant to I5A NCAC 6r .0005, 1 ce=ify that the new o:
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintena^.ce standards and specifications of the Division. of
Ennviro=ental Management and the USDA -Soil Conservation Service anal/or the North
Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 2H.0217 and
ISA NCAC 67 .0001-.0405. The following elements and their corresponding minimum
criteria -been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ;liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity acid amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
Of pollutants from story:water runoff events less severe than the 25-year, 24-hour
stozm.
Na.-ae of Tecsaical. S'peciallAt (P1 a Print) : C K 16
Affiliation.: TI
Address (Aga=cy) ::3g3 n E, -4eCu)41J Mir Phone No.
C[.jNTDN' NCr a P 328
Signature Date-
aasraasaaaa:rarer:aaaassaaasss_asaassaaaasaaaassaaaassaaa�+sa:raawaasasaa
owner /'Swage= A�,-^aeaeat
I (we) understand the operation and maintenance procedures established in the
approved animal waste manage--ment.plan for the fa-rm named above and will imPlemetnt
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of nets
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man -shade conveyance or through
runoff from a stone event less severe than the 25-yeas, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
blare of Land Osjmr&�=) (Please
Signature:
Date: 1- 1 `q`a -
Mama of xamagak, if different f_aae owner (Please print) :
Signature:_.. Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DLS USE 0&LY:A0r0v;4

Deper`rnent of environment,
Health and Natural Resources
Division ct Environmental Mcncgement
Jcmes B. Hunt, Jr., Governor
Jonathan B. Howes, Secretcry
A. Preston Howard, Jr.. P.E. Directcr
yA'"IZI_CAT; ON FOR NZ-9 OR EX2,6.*7 ED Nz a-• 93 oTFt
INSTRUCTIaNS FOR C---27IFICATION of APPROVED ANTMAL WAST-E MANAGeM 2 PLANS FOR
DR rtPAN-i7ED A.�7=4A.Z, Wa Si..rr SYST `45 SERV';.*iG
In order to be deemed pe_-=itted by the Division of Environmental Management
the owner of any new or expanded animal waste =anagement system
constructed after January 1, 1994 which is designed to se--ve greater than or
equal to the animal populations listed below is required to submit a signed
certification for= to DEM More the new animals are stocked on the fa--m.
Pasture operations are exempt from the requirement to be certified.
100,head o;! cattle
7'S horses
250 swi=0
1,000 sheep
30,000 bL--ds Frith a liquid wasta system
The certification must be signed by the owner of the feedlot (and manager if
different from the owner) and by any tec:nical specialist designated by the Soil
and Water Conser-ration Commission pursuant to 15A NCAC 6F .0001-4005. A
technical specialist must verify by an on -site inspection that all applicable
design and ccnstruction standards and specifications are met as installed and
that all applicable.ope,ration. and maintenance standards and -specifications can
be met.
Although the actual nLzmber of animals at the facility may vas-{ from time to time,
the design capacity of .the waste handling system should be used to detemm ne if
a farm is subject to the certification requirement. For exa=ple, if the waste
system for feedlot is designed to handle 300 hogs but the average population
will 3e 200 hogs, then the waste management system requires a certification.
This certification is required by regulations gove-zing annual waste =anagement
sysce_ms; adopted by the Environmental Management Commission (EMC) on December I0,
1592 (Title 1SA NCAC 2H .0217).
On the reverse side of this page is the certification _arm which =ust be
submitted to DEM before new animals are stocked on the farm- Assistance in
completing the form can be obtained from one of the local agricultural. agencies
such as the soil and water conservation dis-_ict, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The for= should he sent to:
Department of E;tviwonment, Health and
Division of Znviror.=ental Management
Water Quality Section, Planning Branch
P.O. Box 2953S
RAleigh, N.C- 27626-0535
Phone: [phone]
Natural Resources
Steve W. Tedder. Chief
Water Quality Section
Form ID: ACI r-#.-0194 Date: �&. ?.-I /Sf3
P.O. Box 29535, Rdeigh. North Ccroir,o 27626-0635 Telephone [phone] FAX [phone]
An mud OCoas'ttnrty Aff-rmc:ve A=�w employer 5C%recydedl 10% posttt+uur+er pcos.

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