820331_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

AW-.5 Sza 33/
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
ANIMAL WASTE UTILIZATION PLAN
SAM ANDERS !
3879 NORTH US HWY 421-
CLINTON NC 28328
'910-564-6400
Existing Feeder to Finish Swine
2205.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do,not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding af'less than-
5 tons per acre per year. Waste may be applied -to land
eroding at 5 or more tons per acre annually, but less .than.
10 tons per acre per year providing that -adequate filter -
strips are established.
4. Do not apply waste on saturated soils, when it is.raining.,
or when the surface is frozen. Either of' these conditions
may result in runoff to surface waters which_is.'not`allowed
under DWQ regulations.
RECEVVEDI DENR 1 DWa
Aquifer Protection Section
MAR 2 5 2009
Page:. 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2205 hogs x 1.9 tons waste/hogs/year = 4189.5 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2205 hogs x 2.3 lbs PAN/hogs/year = 5071.5 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID_
APPLIC
METH
N
TIME
702
4340
1
BOB
BH
4.5
225
0
3.12
I
MAR-OCT
4340
BoB
jBH
12
I4.5
1225
10
12.2
1495 MAR-OCT
4340
3
BH
4.5
0
JBOB
I
122-5
16.9 ]1552.5
MAR-OCT
4340
4'
BOB
BH
4.5
0
I
1
1225
17.18
11615..5
MAR-OCT
�40
5
BOB
BH
4.5
0
I
1225
110-8812448
MAR-OCT
4340
6
WA
1
0
1
I
1100
111.2
11120
SEP-APR
END
I
TOTAL17933
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
---
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above::
CROP CODE
CROP
UNITS
PER UNIT
BH
WA
HYBRID BERMUDAGRASS-HAY
WINTER ANNUALS (I.E. Small Grains, etc.)
TONS
AC
50
100
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 41.48 7933
13-.ao. d

ANIMAL WASTE UTILIZATION PLAN
TABLE 2 0
TOTAL 41.48
*** BALANCE
0
7933
-2861.5
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
parrs: r,

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 815.85 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 4079.25
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 13.5975 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 32.634 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25o depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
PaQa! 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
4340
1
BOB
BH
.75
*.65
4340
2
BOB
BH
.75
*.65
4340
3
BoB
BH
.75
*.65
4340
4
BOB
BH
.75
*.65
4340
5
BOB
BH
.75
*.65
4340
6
WA
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil•
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
pa rTP 7

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters;
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc_, are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five ( 5 ) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:SAM ANDERS FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.,
Name of Facilit er: ANDERS
(Please print)
Signature: Date:
Name of Manager (If different from owner) :
Signature:
Date:
Name of Person Preparing Plan: (Please print)M. Dawn Williamson
Affiliation:Sampson SWCD Phone No.
Address (Agency): 84 County Complex Road
Clinton NC 28328
Signature: Date:
Page: 11

ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous, ,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: ,19_ to
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page: 12

ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I, , a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 13 1

North Carolina Cooperative Extension Service
RECEIVED
JUN 2 8 2005
REGIONAL OFFICE
Faun Owner: Sam Anders
Facility No.: 82-331
Subject: Wettable acre/WUP amendment
Date: 6/12/2005
Tech. Specialist: Danny Bailey
Field codes P15, P16, P17 and P18 are being removed from the WUP due to loss of
STAND. Additional field codes P19, P20 and P21 are being added to the WUP.
Amended wettable acre and WUP follow.
Owner Signature Tech. S . Signatur
o}�
Date Date
North Carolina State University and North Carolina A&T State University ccmmii themselves to positive action to secure equal opportunity regardless of
race, color, creed, national origin, religion, sex, age, w disability. In addition, the two Universities welcome all persons without regard to sexual orieata-
tion. North Carolina State Urivetsi,r, No, Ca,-nli.a A&T State university. U.S. Depa~sent of Agriculture, and'acal ga:ernmentc ccaperatir,-

dl
49
O
4
1�

TABLE 1: ACRES OW14ED BY PRODUCER
FIELD
SOIL TYPE & CLASS-
CLASS -
CiiOP
YIELU
1,E35
CUMi'{ iJ
1,113s
DETERMINI14G PHASE
CODE
AW N
11ER
ACHES
?IW
PER AC
AC
USED
1! �YLIC
TIME
141/ 3 a
a
L�Jp � L.J .NJC'Q A.S/�CiwiJ�
,.S-Z- IAR. AC f
�9
�. 7S
r,
J.
/ 7(
/r
3. a1
7z-
70
,o�

_
J
z
�=Lkr
ti� L7
1
Q

Q
I u
t
C4
:ram
r,
Vn
.-7
1f
I l i i
Q
M
I�
r
s
Iz l�
�I
� l�l
`•J
I
a
0

Animal NVaste Application Windows
For Common Crops 'Which Recejvt: Animal Waste
T hE-5` applicaiiDr: windDxvs in:lu:jt 3D d2ys a710; t& piarning ant. �reanu; Or E;t=ud2?-725z.
L�iAIii3UdIIgr�'.,-�S Bain I��l�rCl_ j St vi7d j.`.'y�i''riec'7�: (ith
Small Grain e it Jjcioba:- l s` rr)d Wiarcl 3 ; S'
Ovfersetded in B=,udag?rass
C
Cottor,
CUcunloPrs — ]heel coias-=ation
— For Process;:�p
stasor!s)
AM
AME Small Grain
kdr
¢ean,:ns
S4rgh,unl
Sudan. Crass way.
Soybeans
Tobacco — Fluc CUTE�d
— -Burley-
Fescue-
Be& FA)rwa y 15"
7"nc' Jtun t 30�"
Begin l; MA 15"
End August 15F
Beoia, March i 5t (1 DO
% ai ;,linT_ing)
Beyn Spit 15E
End 1,4. tiv 3 j SI
BPaLri July 1"
End AU2ust 315=
Berlin September 15!
End M �Lch 3 ; S'
Begin April 15
End September 30�
Begin Burch 1 JLh
-End August J 1 S`
Begin April ls` End SeSomber 15,
Begin Mych 171h End JunL, 30"t
dl
Mn o,;s1 l 51 End July 3 is"
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- — - - - . -LLJJ4Zii7tial1.
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
Sam Anders OCT 15 2094
Sam Anders Farm
3879 N US 421 Highway 0ENR-FAWrWLLEREGf0NAL0FRGE
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820331
Sam Anders Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Sam Anders:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on January 27, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Sam
Anders, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820331 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Sam Anders Farm, located in Sampson County, with an animal capacity of no
greater than an annual average of 2205 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
NorthCarolina
Phone: [phone] FAX: [phone]niernet: h2o.enr.state. nc.us
An Equal Opportunity/Affirmative Action Employer — 50°% Recycled110% Post Consumer Paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate -you will need to -have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820331
APS Central Files

North Carolina Cooperative Extension Service
College of Agricrritare and We Sciences
Sampson County Center
' 369 Rowan Road
4 Clinton, NC 28328
t [phone]
NOV 1 9 2001 [phone] (fax)
November 15, 2001
Paul Sherman
225 Green Street, DWQ
Fayetteville Regional Office
Fayetteville, N.C. 28301-5043
Dear Paul, .
I have been contacted by two swine producers that were inspected by you
recently. Both were concerned about changing a nitrogen rate on their small
grain overseed. The two producers were Sam Anders (82-331) and Herbert
Bowden (82-186). Their farms were both grandfathered at the time of
certification with an existing WUP and to my knowledge they received their
general permits without any changes.
Both farms have had wettable acre determinations. To my knowledge, a nitrogen
rate change is not required for these farms since these nitrogen rates were already
in their plans at the time they were certified.
This issue needs to be addressed if it hasn't already. To my knowledge, this
would be precedent setting if these rates are changed without a problem or
deficiency on these farms.
Sincerely,
Dan Bailey
Agricultural Extension Agent
DB/pb
Employment and program opportunities are offered to all people regardless of race, color, national origin. sex, age, or disability.
North Carolina State University, North Carolina A&i State University, U.S. Department of Agriculture, and local governments Cooperating.

North Carolina Cooperative Extension Service
College of Agriculture and Life Sciences
Sampson County Center
369 Rowan Road
Clinton, NC 26326
(910).592-7161
[phone] (fax}
Farm Owner: Sara Anders
Facility No_: 82-331
Subject: Wettable Acre Amendment
Date: August 2000
Technical Specialist: Danny Bailey
The following wettable acre determination has been made for facility # 82-331.
Also, the WUP has been amended to reflect a grazing PAN rate rather than a hay
rate.
Owner Name Technical Specialist
.I-- - - �7 /I /? r
INC
Signature Si re
_ 67—/7-_oo K—/7- ay
Date Date
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating.

�• 1
'1 CAC`1'
WAL"k'L UTIJJJ. Ki'1uil PLANTABLE 1: ACRES OWNED uY PRODUCER ._q/+­ Ah'D�i4-S 8
FIELD
SOIL TYPE & CLASS-
DETERMINING PHASE
CROP7
CODE
YIELD
LIDS
AW N
Comm N
PER
*Iti ji
ACRES
1L15
AW
PER AC
AC
USED
1!�PLIC
TIME
Z. Ste- . - a c .!
�9
i. 7S� •ry,
9
7s-
} o
-5r!2
3. c� •.
7- Pile'

r ,
I'J- 1AC•T FI EL
SOIL TYPE & CLASS -
DETERMINING PHASE
TABLE 1: ACRES OWNED BY PRODUCER
;IOP7 YIELU bus Comm 1J I
DDT; AW N PER Acims AW
PER AC AC USED
A"PLIC.
TIME
.3.2
a 9�
glop
a !i 1.7 /r
3f
ap / -p
-zo :3
' i7o
401 ell T

WA01''1L U11L1GII'1'lUlJ llbA•�
'.FABLE 1: ACRES OWNED BY P110DUCE11
i'ltACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELDFWN
COMM t�
**
* 1�135
DETERMINING PHASE
CODE
PEtt
ACRLS11W
AC
USED
TIME
P 3
- F
4217 i
}- � L
�/7
1-7
A 73
J
zy9-
.99 '•
o
Z72-
.4AI �E4,f u R E
PAY -
I L-14.v c ! - - a 7 fro

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: -�'4 '4 'vz) Ee s ,g c►� Facility Number: Z -
Manager or Producer :LYgn , A-✓o C ie 5 ^ _ Phone # (yi - C 70
Technical Specialist: a,Y Phone # yip 2- - `7141
Facility Contact: Phone #'i6 -1 ? n
Mailing Address: 3.1 7 y .y u s Y2 Ai
C1�M4-* A_1C. 02::4'32,ar
IF
Was farm sited for animals prior to 10/1/95: / No
If No, date farm sited for animals: 1 I
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
44 se d*ag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR 2.
To the best of my knowledge, this worksheets) and map(s) provides an accurate '�
representation of the system used to irrigate the animal waste generated by this operation.
1 Z21 d0
Signature ger or Producer) Date

.��
1. Make and model number '?.2 a s'_ - —
2. Hose length and hose inside diameter (ID)_ c jAc t 4jfw 4 TH
3. Gun make and model number z o a _
4. Gun nozzle size :�_ inch, ring orifice, taper bore orifice.
(May need to measure nozzle diameter.
5. Hydrant spacing / 3 feet. Indicate whether uruform, random.
Number of exterior hydrants - Number of interior hydrants 9
6. Operating pressure at hose reel___psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter Z.,k o feet.
measured, based on gun chart.
8. Gun pressure psi.
observed at working gauge, based on calculations (show calculations),
determined from gun charts.
Ir
**9. Supply line.size " L �41hch (from pump to last hydrant).
Illy
** 10. Supply line length feet (maximum pumping distance).
** 11. 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
QW: 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
an
&L-4z��� -
Signature of Owner or Facility Representative ' ature of Technical cialist
Printed Name of Owner or Facility Representative
Date ?— / % — ego
.'!t
Printed name of Technical Specialist
Date 9 r/ 7— �v
*** Only the person or persons collecting the data should sign the data sheet.
f

4

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) k? - 32 / Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
I C� �� r
3. Type of Irrigation System Stationary Sprinkler/ay. Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / # Exterior Lanes
5. Wetted Diameter / [feet] From field data sheet z o Length of pull [feet]
6. Spacing / 3 3 Lateral / Hydrant Spacing [feet] 7) [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout _Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
, z 7 (a) Acres start end of pull from Table L i -?SColumn
�2.2 VY (b) Acres middle portion of pull
{Pull Length zo [feet] X Wetted Width 15L [feet])/ 43,560
(c) Acres stop end of pull from Table Column
,2. 5isr Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number [if sprinklers or pulls
of each category in the field. Sum all -of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
.2, ,!0 g Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 3-r. / _� Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1., Farni Number (Identification) 2 - 331 Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
CNSGt'
3. Type of Irrigation System Stationary Sprinkler16,„w Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes �_ # Interior Lanes # Exterior Lanes
5. Wetted Diameter / b'c) [feet] From field data sheet 2_a Length of pull [feet]
b. Spacing Lateral / Hydrant Spacing [feet] 9.) __ [as percentage of wetted diameter]
` Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout _Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. head the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurrin. based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
,.R 5'— (a) Acres start end of pull from Table �7 . 7-r_Column '3
y z t (b) Acres middle portion of pull
(Pull Length z o [feet] X Wetted Width / 3 Meet]) 143,560
(c) Acres stop end of pull from Table Column
Total acres For Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
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 each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls W Acres
.�?. / 7i Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Zj••� .�._ �rY Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) — j 3 / Field Number (Identification) ^ �3
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
CAa e,
3. Type of Irrigation System Stationary Sprinkler/hie _Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
.? G
5. Wetted Diameter / v [feet] From field data sheet - Length of pull [feet]
PEI-
6. Spacing 13 J Lateral / Hydrant Spacing [feet] 17 — [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout �ultiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
2 i (a) Acres start end of pull from Table C 9,, Column
1_5o t (b) Acres middle porn �f pull
/..Rl;"r. yo7 (Pull Lengthy [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Colunui
/ 7S/,_ Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres noddle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
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 each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
/-7sI Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: ,,,� �� .. / Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET y
1.FarmNumber (Identification) 2- -- ,321 Field Number (Identification) /
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
GA,d 6i
3. Type of Irrigation System Stationary Sprinkler/G,,,r / Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter - / re) [feet] From field data sheet G 0 Length of pull [feet]
6. Spacing l3 Lateral / Hydrant S pacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout -Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurrui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
,2j'- (a) Acres start end of pull from Table G%1 i,-eolumn _
8J S' (b) Acres middle portion of pull
(Pull Length Go [feet] X Wetted Width /3 `[feet]) /43,560
(c) Acres stop end of pull from Table Column
Loss Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
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 each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
!. o rj__Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
L Farm Number (Identification)
?. Irrigation System Designation
3. Type of Irrigation System
2 - 3 3 / Field Number (Identification)
_ Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/GyK
Center Pivot
Hard -Hose Traveler
Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet 8 �� Length of pull [feet]
6. Spacing / 3 Lateral / Hydrant Spacing [feet] i J__ [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout --' Multiple Laterals/Hydrants
Single LateraVHydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
� �(a) Acres start end of pull from Table E1 %.rTolumn
(b) Acres middle portion of pull
(Pull LengthR8 feet] X Wetted Width 13,_[feet]) / 43,560
(c) Acres stop end of pull from Table Column
2. ff 2-Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width (feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the numbIr of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
fi 2—Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: _ �•�-/ i?' - ' / - _ _ 4 Date:
J

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. , Farm Number (Identification) Z — 3 3 / Field Number (Identification) A6
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
GAS cc
3. Type of Irrigation System Stationary Sprinkler/GyK Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter �-v [feet] From field data sheet 990 Length of pull [feet]
6. Spacing / 3 }Lateral / Hydrant Spacing [feet] %) [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and.sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
,.2 �(a) Acres start end of pull from Tablet ' 9--Column
7�-i (b) Acres middle portion of pull
(Pull Length do [feet] X Wetted Width 13 a-- feet]) / 43,560
(c) Acres stop end of pull from Table Column
. o 9 Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the nuruber of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
3. 03 i Total Wertable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: I .vim e . Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. • Film Number (Identification) X 2- - '3 3 / Field Number (Identification)
/-07
Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
. Ci9�Scc�
3. Type of Irrigation System Stationary Sprinkler/6t, ---�- Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes �� # Exterior Lanes
3 '7 3--
5. Wetted Diameter 01�_ [feet] From field data sheet s 2 -3-- Length of pull [feet]
6. Spacing -Z, —)-I Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
i 3 f,(a) Acres start end of pull from Table t� ?��Column 3
o 2, S?� (b) Acres middle portions of pull y
S {Pull Lengthy [feet] X Wetted Width ,sue [feet])/ 43,560
(c) Acres stop end of pull from Table Column
-7. ?19 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 each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = _ _ Acres
Z, 21s Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by:Date:

• CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farin Number (Identification) 2 — 33 Field Number (Identification) >r
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/�'_ ____� Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / # Exterior Lanes
5. Wetted Diameter /XJ [feet] From field data sheet i a h'd Length of pull [feet)
6. Spacing 3 Lateral / Hydrant Spacing [feet] % l� [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
.27 (a) Acres start end of pull from Table t= & 9j Column 1-/3�
3^ 5! 7 (b) Acres middle portion of pull
(Pull LengthZp o [feet] X Wetted Width i s 9- [feet])/ 43,560
(c) Acres stop end of pull from Table Column
7 Total acres for Exterior pull (Sure: a + b + c)
A
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field_ Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
i,v? Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: �.si _'�. '�-1 _ Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
i. Vann Number (Identification) 42 — 3 3l Field Number (Identification) �y
2. Irrigation System Designation —Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/a..e Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
700
5. Wetted Diameter [feet] From field data sheet */ z Length of pull [feet]
6. Spacing / 3 Lateral / Hydrant Spacing [feet] 9 [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout ---- Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
. g ; (a) Acres start end of pull from Table FF?,�­Coluinn 3
J � s t_ G 3 3 ;z (b) Acres middle po tiion0of pull 3?
{Pull Length , [feet] X Wetted Width 7 [feet])/ 43,560
(c) Acres stop end of pull from Table Column
3 os-2-Total acres for interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]}/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
it
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
3- o SZ Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 7j,� _ �.+. I Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1'. Farm Number (Identification) � 2- — 33 / Field Number (Identification) !°/o
2. Irrigation System Designation _ Existing Irrigation System
New / Expanded Irrigation System
C96tr
3. Type of Irrigation System Stationary Sprinkler/, I—w Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter / Jy—o_ [feet] From field data sheet 0 Length of pull [feet]
6. Spacing / 3 )� Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinlder/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
s -<'— (a) Acres start end of pull from Table —LE—column 3
L ?a c1(b) Acres middle portion of pull
(Pull Lengths 5a [feet] X Wetted Width / -)7eet]) / 43,560
(c) Acres stop end of pull from Table Colunul
//• SSA Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
A
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
Lf)'4 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: �"r 2 o, "e- & Date;

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) _ er z r 3 / Field Number (Identification)
2. Irrigation System Designation ' Existing Irrigation System
New / Expanded Irrigation System
C96c�
3. Type of Irrigation System Stationary Sprinkler/j ,. ---___ Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / _ # Exterior Lanes
5. Wetted Diameter _ fx!� [feet] From field data sheet / z- Length of pull [feet]
6. Spacing _/ 3 ,� Lateral / Hydrant Spacing [feet] ? [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single LaterallHydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinklerltravel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table `Column _
(b) Acres middle portion of pull
(Pull Length_ [feet] X Wetted Width [feet]} ! 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
, Z 7 (a) Acres start end of pull from Table a Column
1,yL�L (b) Acres middle portion of pull
(Pull Length � [feet] X Wetted Width 1 f� [feet]}! 43,560
(c) Acres stop end of pull from Table Column
L 76 V 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 each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
1 74 *Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1i Farm Number (Identification) EZ - 3 3 L Field Number (Identification) ._�-
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
GHSc�
3. Type of Irrigation System Stationary Sprinkler/G„K Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes / # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet _ 50 C) Length of pull [feet]
6. Spacing ! 3 1, Lateral / Hydrant Spacing [feet] 75-- [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
-2 7 (a) Acres start end of pull from Tablet rS Column
( Z/ 3 (b) Acres middle portion of pull
(Pull Length o,, [feet] X Wetted Width/ S [feet])143,Sb0
(c) Acres stop end of pull from Table Column
v 83 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 each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
0 8 3 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: �4 - __ _ Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
,1. j Farm Number (Identification) 2 j Field Number (Identification)i
" 2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes j
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/Gym __�
Center Pivot
# Interior sprinklers
# Interior Lanes
C'_7Slc'
Hard -Hose Traveler
Linear -move System
# Exterior sprinklers
# Exterior Lanes
5. Wetted Diameter [feet] From field data sheet ?E u ^ Length of pull [feet]
6. Spacing 3 Lateral / Hydrant Spacing [feet] ?_ [as percentage of wetted diameter]
_ Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout
Single Lateral/Hydrant
Multiple Laterals/Hydrants
Excessively spaced Sprinklers/Hydrants
8. Dead the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
,23 (a) Acres start end of pull from Table Z75`7i-Colunun _
(b) Acres middle portion of pull
(Pull Lengthqg'o [feet] X Wetted Width / 3.f[feet]) / 43,560
(c) Acres stop end of pull from Table Column
/. 737 Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length (feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Suns: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
/- 73 7 . Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: ��,t.- i�4, / Date:______

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. , .Farm Number (Identification) E_x- - _33 /_ Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Stationary Sprinkler/Gw,r Hard -Hose Traveler
Center Pivot Linear -move System
# Interior sprinklers # Exterior sprinklers
# Interior Lanes ! # Exterior Lanes
5. Wetted Diameter _U _ [feet] From field data sheet Length of pull [feet]
6. Spacing _/ 3 Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
. Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurrvt based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lade)
"13(a) Acres start end of pull from Table �_ E_-2� Column 23
2 ]� 0 9 (b) Acres middle portion of pull
(Pull Length ,) u [feet] X Wetted Width /3 [feet])/ 43,560
(c) Acres stop end of pull from Table Column
/-All Total acres for Exterior pull (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X T # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
1.�L Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. ,Far n Number (Identification) _ r2- - 33 / Field Number (identification) �!
2. Irrigation System Designation ` Existing Irrigation System
New / Expanded Irrigation System
C�6 cc
3. Type of Irrigation System Stationary Sprinkler/G,�„r f Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes _ 1 _ # Exterior Lanes
5. Wetted Diameter _ [feet] From field data sheet j z c Length of pull [feet]
FT �pf` i ,9 lc-
6. Spacing _ Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant ayout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinlder/travel pull for the given wetted diameter from the appropriate tabale
and colunur based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Colunuf
Total acres for Interior pull (Suns: a + b + c)
Traveler: Exterior Hydrant (travel lane)
.2 �_ (a) Acres start end of pull from Table Column 3
Z, e (b) Acres middle portion of pull
(Pull Length 32-gfeet] X Wetted Width I Syr [feet])/ 43,560
(c) Acres stop end of pull from Table Column
/, 3,9v Total acres for Exterior pull (Suin: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the numbei of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X _ # Sprinklers or Pulls = Acres
Z,3 vd Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1., RarNumber (Identification) 2 r 3 3 I Field Number (Identification) l 1
rn
" 2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/6yK Hard -Hose Traveler
Center Pivot Linear -move System
# Interior sprinklers # Exterior sprinklers
# Interior Lanes / # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet 2 o a� Length of pull [feet]
6. Spacing _ / 3 JLateral / Hydrant Spacing [feet] ? J [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunun based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres muddle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sung: a + b + c)
Traveler: Exterior Hydrant (travel lane)
, 2 7 (a) Acres start end of pull from Tab le,!�-E9-f-Column
7" (b) Acres noddle portion of pull
(Pull Lengthy [feet] X Wetted Width /J-b' [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Z.oI3 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the numbet'of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
.o 13 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: P sJ Date:

11
CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. ti Fttrn'Number (Identification) ,Fz. — 3 31 Field Number (Identification)
2. Irrigation System Designation _ Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/Gyve
Center Pivot
�7
e"q S t1r,
Hard -Hose Traveler
Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes / # Interior Lanes # Exterior Lanes
5. Wetted Diameter fJ�-U [feet] From field data sheet zo Length of pull [feet]
6. Spacing 3 f-- Lateral / Hydrant Spacing [feet] 2 [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunuz based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
5--(a) Acres start end of pull from Table r_� Column $
(b) Acres middle portion of pull
(Pull Length (f2-0 [feet] X Wetted Width / j [feet]) / 43,560
(c) Acres stop end of pull from Table Column
I• ssl Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multipiy the tabulated irrigated acreage value per sprinkler or travel pull by the number- of sprinklers or pulls
of each category in the field_ Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
z, s,!rl Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: .� IY,,. Date:

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
11. PhA Number (Identification) 92--331 Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/i Wve Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes ( # Exterior Lanes
5. Wetted Diameter / u [feet] From field data sheet m Length of pull [feet]
6. Spacing I *3 Lateral / Hydrant Spacing [feet] 2 1— [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout . —Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sure: a + b + c)
Traveler: Exterior Hydrant (travel lane)
,? ? _ (a) Acres start end of pull from Table �— 9fColumn 3
V S (b) Acres middle portion of pull
(Pull Length Zyo [feet] X Wetted Width / 5—k [feet])/ 43,560
(c) Acres stop end of pull from Table Column
4yJ Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the numbeil%f sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
_. 9ys Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by:. Date:

State of North Carolina
. Department of Environment
and Natural Resources
Division of Water Quality
ITM 0,! ? FAA
0
A&41
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 25, 1499 R EE E IVE"
Sam Anders Farm 2 h 1999
3879 N US 421 Hwy
Clinton NC 28328 FAYE i ii E-VE1.LE
Attn: Sam Anders REC, C7Fi C E
Subject: Certificate of Coverage No_ AWS820331
Sam Anders Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Sam Anders:
In accordance with your application received on November 19, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Sam Anders, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Sam Anders Farm, located in Sampson County, with an
animal capacity of no greater than 2205 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
P.O_ Box 29535, Raleigh, Borth Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820331
Sam Anders Farm v
Page 2
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Dianne Thomas at [phone] ext. 364.
Sincerely,
TL-,-k
t-c,f A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
klm
Department of Environment and Natural Resources RECEIVED
Division of Water Quality WATER QUALITY SEC110N
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 9 98
General Permit - Existing Liquid Animal Waste Operations
Non -Discharge Permitting
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Sam Anders Farm
1.2 Print Land Owner's name: Sam Anders
1.3 Mailing address: 3879 N US 421 H
City, State: Clinton NC
Telephone Number (include area code): 564-6700
Zip: 28328
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Farm is on SR1746. __ _
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integratoes name (if applicable; please circle which type is listed): Presta a Farms
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: �82� (county number); _3_3 1 (facility number).
2.2 Operation Description: Swine operation
comer to Finis
220 - ert led Design Capacity
Is the above information correct? yes; F-71 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
_Type of Swine No. of Animals TyES of Poultry No. of Animals Type of Cattle No. of Animals.
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
O'Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5128/98
Page 1 of 4 82 - 331

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 22.60 Required Acreage (as listed in the AWMP):
2.4 Number of a oon storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
ES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? c y
What was the date that this facility's land application areas were sited? T�6 /Y f Z
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space
provided next to each
item.
'
Applicants_lnitials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;,/,
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locati.Z; where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations. -
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available ,
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3-3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 1 Emergency Action Plan.
3.3.12 insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3-3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/sturage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-GE 5/28/98
Page 2 of 4 82 - 331

Facility Number: 82 - 331
Facility Name: Sam Anders Farm
RECEIVED
WATER QUALITY SECTION
4. APPLICANT'S CERTIFICATION: l 9 1998
I. — 5i�/�I &"f12 C_ - _ (Land Owner's J%t99 Sq&&WIOW, attest that
this application for - (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all -required parts of this
application are not completed and that if all uired s ppOrnng inform on and attachments are not included, this application
package will be return me as into ete.
, f:
Signature a6/r� Date —
.-r
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX N U M BER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 331

ANIMAL WASTE UTILIZATION PLAN If
Producer: SAM ANDERS
RECEIVED
Location: 3879 NORTH US HWY 421 WATERQUAUTYSEC-nON
CLINTON NC 28329
f g99 � 1 � 1
Telephone: [phone] �JAi�
Type Operation: Existing Feeder to FinishNSwin�e�� � �
Number of Animals: 2205.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
7
The waste from your animal facility must be land applied at a -
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual ,soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. if
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etd.)
2205 hogs x 1.9 tons waste/hogs/year = 4189.5 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2205 hogs x 2.3 Ibs PAN/hogs/year = 5071.5 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4340
1
BOB
BH
4.5
225
0
3.12
702
I
MAR-OCT
4340
12
1BOB
1BH
�4.5-
�225__�
4340
3
BOB
BH
4.5
1
I
1225 T
4340
4
BH
4.5
0
JBOB
I
1225
4340
5
BOB
BH
4.5
I
1225 T
4340
6
1
0
1
IWA
I
1100
END
I
2.2
1495
MAR-OCT
1552.5
6.9
MAR-OCT
7 . 18
11615..5
MAR-OCT
2448
10.88
MAR-OCT
11.2
11120
SEP-APR
TOTAL17933
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 3

L
ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTALI0
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above::
CROP CODE
CROP
UNITS
PER UNIT
BE
WA
HYBRID BERMUDAGRASS-HAY
WINTER ANNUALS (I.E. Small Grains, etc.)
TONS
AC
50
100
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 41.48 7933
Page: 4

TABLE 2
TOTAL
ANIMAL WASTE UTILIZATION PLAN
n
I
41.48 7933
*** BALANCE--2861.5 I
-------------------
*** This number must be less than or equal to D in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the,
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 815.85 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 4079.25
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 13.5975 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will n6ed 32.634 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25o depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
4340
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
1
BOB
BH
.75
*.65
4340
2
BOB
BH
.75
*.65
4340
3
BOB
BH
.75
*.65
4340
4
BOB
BH
.75
*.65
4340
5
BOB
BH
.75
*.65
4340
6
WA
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 7

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters;
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be 1.
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:SAM ANDERS FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facilit er: ANDERS
(Please print)
Signature: Date: ---
Name of Manager (If different from owner) :
Signature:
Date:
Name of Person Preparing Plan: (Please print)M. Dawn Williamson
Affiliation:Sampson SWCD Phone No.
Address (Agency): 84 County Complex Road
Clinton NC 28328
Signature: 1)"J,Date: �-
Page: 11

ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additionaI land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System
on _ acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous, ,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Term of Agreement:
Date:
Date:
Date:
Date.
19_ to
(Minimum of Ten Years on cost Shared Items)
(See Required Specification No. 2.)
Page: 12

4
` J
ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I, a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
. _ t
i
Waste Utilization - Third Party Receiver Agreement
I, hereby agree to apply waste
generated by in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Third Party Receiver:
Date:
Term of Agreement: to
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
I,
Public of said County, do hereby certify that
a Notary
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 14

t USDA SOIL CONSERVATION SERVICE-..- _
• FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
Ic
NAME -S P%T)N
LOCATION
--,
S IZE-OF-OPERATION ". -2 Z. O.5 -` - -- --' --' FARROW TO FEEDER
FARROW TO FINISH
- - - - - FARROW TO WEAN -
CONTRACTING COMPANY } S7rA ro� JA&V& ✓FEEDER TO FINISH
WEAN TO FEEDER
• I
OTHER
DESIGN,DATAAND CONSTRUCTION CHECK DATA
TBMfELEVATION '�D.C) FEET -
AS DESIGNED _. AS BUILT
INSIDE.TOP_DIMENSION-_.._
DIKE TOP..WIDTH..
TOP.OF DIKES - - _ 49-•5 - - _r:�r ,� -
BOTTOM OF LAGOON
INSIDE SIDESLOPE �'. h 3•'
OUTSIDE SIDESLOPE - - ! — -3: 1^
PIPE INVERT
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES —NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS
_.
t
SIGNATURE' m�tS � r` TITLE -ZcT DATE

OF
U?
416-
a
11

U. S DEPWMENT Of AGRICULTURE
301L COK"RVATION SERMI
-Z
SOIL L , INVESTIGATION 10 DETERMINt SUITABILITY` OF PROPOSED POND SITE
ill
w WNW
WATERSHED AREA MEASURIMXNTS
CROPLAND ACRES PASTURE ACRZS
, 1, -;,) � % 3,r:"
WOODbLND— ACRES TOTAL —ACRES,m
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS -WERE -MADE, (Apprck ocalii
LwAts mfer�"" vwnt m cwtor litu ol dain and MMft an skefdL,...-
■
mom■MlEmmol®®■■■®®®■®®®®®�
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so
MINES
10000100
SIMISM
0
IMMEN
NEMEN
ESSEN
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MONSON
IN
MEN
SEEMS
EMEMSEEMENIMME
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IMEME
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■®�®■�®■■�®■■®■■®SEES■®�■
"BORING NUMBER AND PROFnZ
fald"4msile ind =dh&W OaMngs flW- #wn pondod arw and barrm Pd bervw -smamm wfth-vwdmi rod Una
(CAmnnued an back whom momminO Show wamp a&@ olowiftm an danv.sUir borbigL
ME
W
MWENS
-Ellmmimimi
mml■�:wmlmlwlm
MORE
1
0
I d

TYPES OF 51ATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED C.LASS1FICATION USDA. CLASSIFICATION
F- -GW = Weill jj-.did jiivila; gravel, "a mix
GP--;PowlY_wraded -gravels
-G?A=silty-gmvels-'gravel-sand-iilt mix- vfs -very fine sand
_GC-ClaYaY_gr2v"e'�7_.___. jai . &MVel_�""-c ma sl - 811114 10M
-
SW -Wsands: graded wds: sand-grayfsl-finesandy fmel mix ' - sandy
Sp- Poorly graded sandis
sm. Silty sand.
91-gravelly loam
SC = Clayey iandi-O iind-6lay mixtures silt
TML. -Silts; silty, v: fine sands; sandy or clayey silt oil -silt loom"
CL - Clays of low to medium plasticity "cl -clay jaim
-CH4n6i9iWc clays of high plazi sic! -silty clay loam
MH - Elastic Silts- scl - sandy clay loam
0L. organic silts and silty clays, low Plasticity sic-siltyclay
OH - Organic lay c
clays, medium to high -plasticity
...L— Suitable material for embankment id'itvLfleible [j:fYex 0 No (1nzff=tp whm located on Om jk@*A an
REMARKS: CU -�//j cili'-f 4kt
I I /V 70 Cc r-no lz-evt a -- ----
4Zj a A, elf
r
t-D
Q?P r
2. Explain hazards mnuw=g special attention in dewAm fS#0MRM WF&W_.X* SfLj
Cr
IV C if- h'rtj'�.- J-4p 'r-
I tJ r
Z" P.
-GENERAL REMARKS: 7
.XOTE: THE SOIL BORINGS SHOWN ON THIS INVESTIGATION
REPRESENT ONLY THAT PARTICULAR CONFINED AAiiC.- IF DURING
CONSTRUCTION DIFFERENT.MATERIALS ARE ENCOUNTERED, NECESSARY
MODIFICATIONS WILL BE MADE IN THE DESIGN. AT THE TIME OF
CERTIFICATION,. ' THE WASTE. - TREATMENT..LAGOON -MUST -MEET ALL 'S C9
SPECIFICATIONS INCLUDING -CLAY• -LINERS, SIDE SLOPES, CAPACITY,',
AND OTHER REQUIREMENTS ..­...� .

-.r
Deprtt of Agriculture
i erratum SwNte
f; s HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner S A County S
Community or Group No.
Conservation Plan No.
KC4M-A4
5eptffiber 1900
Estimated Depth of Plater to Top of Dam 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 dam failure.
Est. Elev. 7st. Elevation
.
Kind of
:Improvements: of Breach
Reach: Length: Width:
Slope: Land Use
; Improvements
: Above :Floodwater Above
Flood Plain: Flood Plain
t. Ft.
%
Ft.
1 Boo
2 2 00
U S
00 N C
3
�.boy,S,p
t 10,E L�
Describe potential for
loss of life and
damage to existing
or probable future downstream
improvements from a sudden breach
LIFE OR DAMAGE PUBLIC TRANSPORTAION .
1 O Ur
, Iati�4r L,
cr�t-' k- a <i
I
-
Hazard Classification of Dam @a b, c) (see NEM-Part 520.21)
Dam Classification (I, II 49IV, V)
//q4By �.4wvt V Date 25
name (title)
Concurred By 4Date _ 9
name title
NOTE: 1. Instructions -on reverse side.
2. Attach additional sheets as needed.

Kperator:SAM ANDERS
County:
SAMPSON
Distance to nearest residence (other-
than
owner):
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)-
x
1417
lbs.
0 sows ( farrow to
-Feeder)
x
522
lbs.
220 head (finishing
only)
..
135
lbs.
0 sows (farrow to
wean)
X
433
lbs.
0 head (wean to feeder)
30
lbs.
Describe other :
. Fa
Date: 05/20/94
1200,0 feet
_ «
lbs
0
1 bs
- 297675
lbs
- 0
lbs
- 0
lbs
0
Total Average Live Weight r 297675 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 297675 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = .I CF/lb. ALW
Volume = 297675 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume -= 0.0 cubic feet
4. TOTAL DESIGNED 'VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
Inside top length (feet) ---------------------------
Inside top width (feet) ------------- =--------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) --------------
Freeboard ( feet) ------._-------------------_.--
Side slopes ( inside lagoon) ---------..----------
Total design volume using prismoida.l formula
SS/END! SS/END" SS/SIDE1 SS/SIDE2 LENGTH
AREA OF TOP
LENGTH * WIDTH =
­7.54.0 184.0
AREA OF BOTTOM
LENGTH * WIDTH =
360.0
19<_i.0
49.5
39.5
'I..Ci
-.0 . 1
WIDTH DEPTH
184.0 9.0
65136 (AREA OF TOP)
39000 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
327.0 157.0 205.356 (AREA OF MIDSECTION * 4)
CU . € T . = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] ] DEPTH /6
65136.0 205356 . Ci 39000. � i 1. 5
Tc.tal Designed 'Volume Available = 464218 CU. FT.

TEMPORARY STORAGE REOU I RED
DRAINAGE AREA:
Lagoon (top of dime)
Lenoth * Width =
360.0 190.0 68400.0 square feet
Buildings (roof and lot water)
C).0 square feet Describe this area.
TOTAL DA 68400.0 square fleet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 1.:35 lb. ALW 1 .:--y7
Volume = 297675 lbs. ALW/135 lbs. ALW * 1.3-7 gal/day 180 days
Volume = 543753 pals. or 726?4.7. cubic feet
5B. Volume of mash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water arp accounted for in 5A. �
Volume = O.c-, gallons/day * 180 days storage/7.48 gallons
per CF
Volume = C1.0 cubic -feet
=;C. Volume of rainfall in of eVapor=.tlon
Use period of time when rainfall e-ceeds evaporation by 1._;rgest amount.
18i? days excess rainfall = 7.0 inches
V01WME— = 7 . c--? in * DA / 12 inches per foot
Vol ume- _ cubic feet

Volume of 25 year -- 24 hour storm
Volume = 7_0 inches / 12 inches ,Per foot * DA
Volume = 39?00.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A .
72694
cubic
feet
5B.
0
cubic
feet
5C.
19900
cubic
feet
5D.
11900
cubic
feet
TOTAL 152494 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation========== =`:
7.0
inches
25 year - 24 hoar r-ainf Il====-_===____=====::-
7.0
inches
1.0
feet
- Side slopes====________________________=====
_ 3.0
: 1
Inside top length===========================:
360.0
feet
-Inside top
190.0
feet
Top of dike
49.5
feet'
Bottom of lagoon elevation==================>
39.5
feet
Total required
450169
cu. ft.
Actual design?
4642.38
cu. ft.
Seasonal high watertable elevation (SHWT)===>
43.6
feet
Stop pumping e1ev.====-=______=-=______=____=
45.8
feet
Must be = or = to the SHWT elev.==========:>
43.6
feet
Must be => or = to min. req, treatment el.= -
45.5
feet
Required minimum treatment volume===---------
297675
cu. f t ,
Volume at stop pumping elevateion============-=
299901
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==:=>
424318
cu. ft.
Volume at start pumping elev.a.tion===========_=
419430
cu. ft.
Required volume to be pumped==== ============:>
112594
cu. f t .
Actual volume planned to by pumped==========>
119529
cu. ft. �
Min, thickness of soil liner when required==-
1.5
feet
7. DESIGNED BY: X . A(&--r C-L�trv_ APPRDVED BY
DATE. 512019, f' DATE ;
MOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS

17-ivrvaVC1, clay ulLali play wsLTi meir tood If
water if there is water nearby.
SAM ANDERS
�lFrom Clinton, go 701 North
to Keener, turn left at Keener s `�
• on SR 1746 go approximately I mile s
farm is on the left. 'M
OL
u �y
P1
00
� J !
SP* .�
.4 1.
2 �/ gyp► i ,��! �'
WrA Z 1
+tii •• t. a::
At
les
41
I ! i A ✓
S la
90
s W- !•
Opp- W-
VA
Vol
w Cam,
100, oil, All
Vol
-30
el
LA
WOO
VOL
-k cow
00
Vol
1 � •r/` y" f = ,ar
y L
Q j ♦� v+ > ' � >� Its' ,
,,,,�� t� 7� �1• 1

I E1\1ERGENCY ACTION PLAN
PHONE N-U-MBERS
DWQ (919) 733-som
E1-IERGENCY .vi.-- AGEIffiti-T SYSTEM _(910) 592-999ti
SWCD [phone] —
NRCS [phone]
This plan will be in, plemented in the event that wastes from your operation are leaking.
overflowin-, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort, to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
I . Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused'the runoff.
e. Evaluate the application rates for the fields wher.- runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
isation pump. b. Stop ir
c. Close valves to eliminate further discharge.
d. Repair all leaks p-ior to restarting pumps.
D: Leakaze from Flush systems. houses. solid separators-ac:ion include:
a. Stop recycle pump.
b. Stop irri(anon pump.
c. :Make sure no siphon occurs.
t,l_ Stop all rlo%..s in dl house. gush s. ,te.rns. or <oiid '�eoarators.

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 pump, and pump back to lagoon.
b. If holes are caused b_v burrowing animals. trap or remove animals and fill
holes and compact with a clay type soil.
�. 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 damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f., _, Could a future rain event cause the spill to reach surface waters?
g: _Are potable water wells in danger (either on or off of the propert3�)?
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-t3-3942.
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 your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: G T
b. Contractors .Address: CLJzj'./
c. Contractors Phone: S 7Qz�
\_J
I L>; n;-, . 1 �96

r
• b: Contact the technical specialibt who certified the lagoon (MRCS, Consulting
Engineer. etc.)
a. Name: G r"
b. Phone: _ may, z- 7/ 7I
7: Implement procedures as advised by DWQ and technical assistance agencies to
rect�n the damage. repair the s` stem. and re srsess the waste management plan to
keep problems with re?ease of wastes from happening again.
�e

Uivisicn-cf Water Cualitv
(IDWC)
SAMPSON COUNTY
PHONE NUMBER DmECT oRY
Regional Office - Fayetteville
[phone]
Emergency (After hours)
-- 1-800-858-0368
Emergency Management Services
(EMS)
910-592-8996
Health Department: [phone]
NRCS (SCS): [phone]
Extension: [phone]

8"M cawTrr=r_►Tzcar T" r ew �a rsMWAPVN
sisraaa resem she O"Nesseed "M to tY&e Dirisiea of b�ireefiestital Wi*esteat es
Um ad4waer s Q W .ids a&"_ 68 stir toss.
hw of fsm_{l19"s print)!
Phone No .: 4n� 54Y - a70a
County:
Farm location: Latitude and L,ongitude:j� Qj J5 /21 a'J a y (required) . Also,
please attach a copy. of a county road map with location identified.
Tfpe of operation (swine, layer, dairy, etc.):
Design capacity (number of animals):
Average size of cparation'(14 month population avg.):
Average acreage needed for land application of waste (acres)c
+aaaaaaaaraaaasaaasaasaaaaaaaaamamasariaaasaaaaaamaaam=====soma=mmaaaaammamaaa
7eabaiaal apsraialiat CerCioficat-Ion .
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, 1 ce,_ify that the new or '
expanded animal waste management system as installed for the farm tamed above
has an animal waste management plan that mesas the design, constructior.,
operation and maintenance standards and specifications of the Division of
:avirormentai Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15;. NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding mini
c=iteria-isavALbeen verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
squivalent•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 stornmater runoff everts less severe than the 25-year. Zi-hour
soar of %%bal aical specialist (Please Print) : 1bAN _ ' 7�� ",5 _
Affiliation:
Address (Agancy Phone No
Signature: Date:_
raammsmaaaasasasasaaaaaraaaa saaaaaaeaaaaaa naaaaaaawaasaasaaaaaasasoaaa {
QYaOZ/Xaaager lgreeaat
(we) .mderstand the operation and maintenance procedures established in the
approved animal waste :..-magenent plasr for the faro named above and will implesmst
Liese 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
_nvironmentacl Management before the 'new animals are stocked. I (we) also
-nderstand that there must be no discharge of animal `waste from this systems to
surface waters of the state either t:irouch a man-made c_nveyance or through
__noft from a :=r= event less severe than the l:.-hour storm. The
approved plax. will be Riled at the fa--m and at the office of the local Soil and
Water Conservation. District.
Same of Land (Plea Phi. 2 �
Z
Signature: Date•
Nano of Itaaagar, if different f_am owner (please print):
signature • Date -.-,.,
lest:: A change in land ownership requires notification or a
(if the approved plan is changed) to be submitted to
Envira mertal Management within 60 days of a title transfer.
OEM USE ONTLY : ACrEWO
/
new certification
the Division of
-h .

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W.-
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OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods. -
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant.(such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 8€10 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
`,Haste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1 _ separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

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

identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts. '.0
You should record the level of the, lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping).- This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2, hill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
.3. drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
S. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine laggoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. Ii the pH falls below
7.0, add agricultural lirne at the rate of 1 pound per ' 000 Cubic feet of
lagoon liquid volume until the pH rises above_7.0. Optimum lagoon liquid
pH is between 7.3 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the berer the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation --minimize building water.usage and
spillage from leaking waterers' broken pipes and washdown thtough
proper maintenance and water conservation.
Minimize feed wastage and spitlage by keeping feeders adjust id,. This
will reduce the amount of solids entering the lagoon
Management:' I I
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level. , i
Place visible markers or stakes on the lagoon bank to show thel
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level -should never be closer than 1 foot to the lowest
point of the dam or eml-ankment.
Do not pump the lagoon liquid level lower,that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently- remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dint or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it filis 50 percent of the permanent storage volume.
if animal production is fo be terminated, the owner is responsible for
obtaining and implementing a closure p.an to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can he reduced by:

proper lagoon sizing, 1
mechanical solids separation of flushed waste,
gravity settling of flushed.waste solids in an appropriately designed basin, or
minimizing feed wastageandspillage.
i
Lagoon sludge that is removed annuatli ! ther than stored long terr:n will:
have more nutrients,
have more odor, and i
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impPaller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
-- Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with draglino or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
;into cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
.requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. it you see soil material or the synthetic !finer material being disturbed, you should
stop the activity immediately ant not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has amuch higher phosphorus and heave meta' content
than liquid. Because of this it shou.a probably he applied to land with low phosphorus
and metal levels, as indicates by a soil test, and incorporated to reduce the chance of
erosion. Note that i' the sludge is applied to fields with very high soii-test phosphorus, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon si=udge analyzed for its nutrient value.
The appiicat,on of slud a will increase the amount cf odor at the waste application site.
Extra precaution should be used to observe the %vind direction and other conditions which
could increase the concern of neighbors.

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

K�bn&nic Division': 4300 Reed :Creek Road- 16160i, NC"27607-,6464?.'L9t9)"733-1655 eortft
e'.WO0710 W`
Grower: Anders, Sam
Copies To: County Extension Director
wste A naiysis R a4iort
-IF
3879 US 421 N.
Clinton, NC 28328
Farm:
USDA-NRCS-Sampson
8/28f97
Sampson County
Sam ok lnk.xI'
'LaWratbd R6616'arts p-ei'm" 111i6fi Unless, otherwise
N
P x Ca M S
Fe Mn Zn
Cu 8 MO Cl c
Tolal 532 M
63.4 862 97.5 29.4 28.5
5.57 0.29 0.99
0.53 0,68
IN-N
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Al M jif
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Waste Code.
-XII4
Na NiAri Cd Pb
'Li
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SS C-N DM% CCE% aLE K2al)
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Descriptiop:
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03'.
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i,"6 tl Se It f

Grower: Anders, Sam
Copies to:
County l:mension Director
3879 US 421 N.
.-
Clinton, NC 28328
oil
Test Report
Farm:
/ 5/97 SERVING N.C. CITIZENS FOR OVER 50 YEARS SaFRpson County
Agronomist Comments:
��'
C - 12, 3, $
Field Information w k & . _
liFftimi
Recommendations 1, ' f r', n.� t
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Sample No. Last Crop
Mo
Yr T/A
Crop or Year Lime N P1O5 K0 Mg Cu
Zn B
Mn See Note
6C9 Small Grains
1st Crop: Small Grains .7T 80-100 0 120-140 $ 0
0
0 3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-1 Ca% Mg% Mn-1 Mn-AI (1)Mn-AI (2) Zn-I Zn-Al
Cu-1 S-1
SS-1 NO3-N A?&N Na
MIN 0.76 1.65 2.0
40.0
1.2 5.2 181 9 33.0 5.0 87 62 91 91
78 45
0.1
'g.a a.f �3 �.yq
Field Information
lied l:irne
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Recammeniiations 1- s t� � a�� � �ry 4
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Sample No. Last Crop
Mo
Yr T/A
Crop or Year Lime N P1O5 Kz0 Mg Cu
Zn B
Mn See Note
6D1 Small Grains
1st Crop: Small Grains .6T 80-100 0 120-140 $ 0
0
0 3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-1 Ca% Mg% Mn-I Mn-AI (1)Mn-AI (2) Zn-1 Zn-AI
Cu-1 S 1
SS-1 NQ-N A7&N Na
MIN 0.66 1.59 3.1
55.0
1.4 5.6 152 7 48.0 4.0 122 83 10 109
78 37
0.1
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Field Information.
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.Recommendations+-0 tit1
Sample No. Last Crop
i1fo
Yr T/A
Crop or Year Lime N P1O5 &0 Mg Cu
Zn B
Mn See Note
6D2 Small Grains
1 st Crop: Small Grains AT 80-100 0 70-90 $ 0
0
0 3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-1 Ca% Mg% Mn-I Mn-Al (1)Mn-Al (2) Zn-1 Zn-AI
Cu-1 S 1
SS -I N(b-N AB-N Na
MIN 0.56 1.61 2.4
46.0
1.3 5.7, 136 29 33.0 5.0 124 84 1 91
113 30
0.2
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'Field lnfoi�imiatiori'�y�,-� �.,;t�'
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Sample No. Last Crop.
Mo
Yr TlA
Crop or Year Lime N P1Os A0 Cu
Zn B
Mn See Note
6D3 Small Grains
Ist Crop: Small Grains .9T 80-100 0 120-140 $ 0
0
0 3
2nd Crop:
Vest Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I K-1 Ca% Mg% Mn-1 Mn-Al (1)Mn-AI (2) Zn-1 Zn-AI
Cu-1 S-1
SS-1 Na-N A7&N Na
MIN 1.08 1.59 2.5
36.0
1.6 5.3 144 9 30.0 5.0 81 59 75 75
73 40
0.1

Field
�
lied Linie
Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N PrOs KO
Mg Cu
Zn
B
Mn See Note
6A3 Small Grains
1st Crop: Small Grains
.9T
80-100 0 100-120
$ 0
0
0 3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I K-I
Ca% Mg%
Mn-1 Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-1
S I
SS -I NCs-N AU-N Na
MIN 0.86 1,48
1,4,8
3.1
48.0
1.6 53 -110
41.0a
8
113
77
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Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N Pros &0
Mg Cu
. Zn
B
Mn See Note
6B4 Small Grains
1st Crop: Small Grains
0
80-100 0 0
$ 0
0
0 3
2nd Crop.
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P•1 KI
Ca% Mg%
Afn-1 Mn-Al (l)Mn-Al (2) Zn-1
En -AI
Cu-I
S-1
SS -I Nlb-N A7& Na
MIN 0.66 1.52
2.9
55.0
1.3 6.0 189 105
2.0 7.0
73 54 110
110
65
27
0.1
't' f}1�";,, :.v
Freld Information ��
lied Lithe
; x{y ✓' 9,. E"y'i`p,f3, S -F^ib ..6h3°."S.S. - -4' Y,{i-k3 R'°k. -: .. c+iZ.. 3eY A+4 : '�'"iA,^ y'e p•''[ti=o f'. '9.:�:e
Recommendations:s;r�xe���.
r< f
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N Pros I¢0
Mg Cu
Zn
B
Mn See Note
1-1 Berm Hay/Pas,E
1st Crop: Berm Hay/Pas,M
1.3T
180-220 0 180-200
$ 0
0
0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 &1
Ca% Mg%
Air.-1 Mn-AI (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1 NO3-N Nhb-N Na
MIN 0.2 1.41
.6
61.0
1.4 5.5 127 18
51.0 .0
54 42 25
253
113
24
0.0
;Field )En ,, � ,,
for�rrtation.,:5
Iied,Lime
.. 6 � ' k,. �e� a gr~ y, ,o «., „ ;" � :p� . Qg. K ��.
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Recommendations 777 ��
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Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N M5 KO
Mg Cu
Zn
B
Mn See Note
2-1 Berm Hay/Pas,E
1sl Crop: Berm Hay/Pas,M
6T
180-220 0 160-180
0 0
0
0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K 1
Ca% Mg%
Mn-1 Mn-AI (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S 1
SS-1 NL8-N N1A-N Na
MIN 0.51 1.5
2.7
74.0
0.7 6.1 202 27
53.0 18.0
63 47 192
192
109
24
0.0
DAYS
`�66'�:
Pieldforma
-lntion;
1red-Lrme
..'w
Recammendatioris z3 .� $ ` �s" '
b;;$
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
time
N PJ05 &0
Mg Cu
Zn
B
Ma See Note
6E1 Small Grains
1st Crop: Small Grains
.6T
80-100 40-60 90-110
$ 0
0
0 3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 KI
Ca% Mg%
Mn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1 NCs-N AW-N Na
MIN 0.81 1.48
2.3
43.0
1.3 5.5 38 19
32.0 6.0
50 40 82
82
55
29
0.0

field Information
Xpplied
Lime
Recommendations
- µ° -- : -
Sample No, Last Crop
o
Yr T/A
Crop or Year
Lime
N P10s KO
Mg Cu
Zn
B
Mn
See Note
5A2 Berm Hay/Pas,E
1st Crop: Berm Hay/Pas,M
9T
t80-220 0 180-200
0 0
0
0
12
2nd Cro :
Test Results
Soil Class HM% W/V CEC
BS% Ac pH P-1 K-1 Ca%
Mg%
#fn-1 Mn-AI (I)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NQ8-N N1b-N Na
MIN 0.46 1.52 -- 23
57.0
1.0 5.6 208 20 38.0
10
8 2 7
7
81
27
0.1
Field tian S <,� t_�. ��
' Infatiria ' n :.
i h ~
red Lime
i tr� a
.Recommendations a
,�. rt
._ ._.. .
: $,ah ,
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
NN P10s KO
Mg Cu
Zu
B
Mn
See Note
5B1 Berm Hay/Pas,E
Ist Crop: Berm Hay/Pas,M
LIT
180-220 0 60-80
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-1 Ca%
Mg%
Afn-1 Mn-AI (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
NCB-N AU-N Na
MIN 1.02 1.48 .0
57.0
1.3 5.8 294 71 0.0
14.0
38 2 5
95
105
30
0.1
;Field [rifo use' r
rmatian
d lie
Iiemecommendations,
d a
A
Ra;'. e4t wt..'E'>• h.- ski-: A'.% 5'::k ?c?..4':-.,f �''"fi''`#+.Y::.. ,. L#: a,':3¢. .n,. :'Ai.. x-..,,..,..
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N P1Os KO
.
Mg Cu
Zn
B
Mn
See Note
5132 Berm Hay/Pas,E
Is( Crop: Berm Hay/Pas,M
-9T
180-220 0 10-30
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K 1 Ca%
Mg%
A.'n-1 Mn-AI (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
NQ&-N A7&N Na
MIN 0.76 1.46 .1
65.0
1.1 6.0 14 106 35.0
14.0
5$ 44 127
127
t
2
0.1
;Field information �tx, na��
x. lied_ Lime
,.{.,;� .� y a ti„F z s ._.
Recommendations :, h K -�Ati. +
W,r 4ti, ,.$a r f ..-.. ,fit e-:r 8.. ,.w.,. d` , ,.� .,..,..<
Sample No. Last Crop
o
Yr 7"/A
Crop or Year
Lime
N P205 KO
Mg Cu
Zu
B
Mn
See Note
6A1 Small Grains
1st Crop: Small Grains
I AT
80-100 0 80-100
$ 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K 1 Ca%
Mg%
Afn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Nl8-N A7&N Na
MIN 1.19 1.46 .1
29.0
2.2 5.0 88 26 21.0
4.0
82 5
99
66 -
41
0.0
field info ;� :..
rmatton sl
hed`Lime
rx �;,, a•-r,_ - k�
,Reccirimmendatians,�.���
Sample No. Last Crop
a
Yr T/A
Crop or Year
Lime
N P1O5 KO
Mg Cu
Zn
B
Mn
See Note
6A2 Small Grains
1st Crop: Small Grains
7T
80-100 0 50-70
$ 0
0
0
3
2nd Crop:
Test Results
Soil class HM% W/V CEC
BS%
Ac pH P-1 K1 Ca%
Mg%
Mn-1 Mn-AI (I)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NcA-N AH-N Na
MIN 0,66 I.53 2.7
52.0
1.3 5.3 112 39 39.0
7.0
87 62 125
125
45
30
0.1

-+ a s. .. ..,. ....
Field Information ='-; : . ,
Applied
Liniel
Recommendations
"
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N ' PJ05 ILA
Mg Cu
Zn
B Mn
See Note
4A1 Berm Hay/Pas,E
Ist Crop: Berm Hay/Pas,M
1.2T
180-220 0 200-220
$ 0
0
0
12
2nd Crop_.-__
Test Results
Soil Class HM% W/V CEC
BS% , Ac pH P-1 K 1
Ca% Mg%
Aln-1 Mn-AI (1)Mn-AI (2) Zn-1
Zn-Al
Cu.]
S-I SS-1
NOP-N Al&N Na
MIN 0.79 1.48 4.0
6&0
1.3 5.6 135 14
55.0 9.0
65 48 _ 286
286
122
25
0.0
Field In ormato«m...
h
emeats�u
,
k _ksx.Mrw1..ION 1 n:.4i
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N . P205 lk0
Mg Cu
. Zn
B Mn
See Note
4A2 Berm Hay/Pas,E
Ist Crop: Berm HayRas,M
.9T
180-220 0 210-230
$ 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K 1
Ca% Mg%
nin-1 Mn-Al (1)Mn-AI (2) Zn-I
Zn-Al
Cu-1
S-1 SS-1
N($-N AH-N Na
MIN 0.66 iA6 3.5
6.0
1.1 5.9 128 11
57.0 9.0
49 39 215
215
92
22
0.0
.,. .. ....., ,--. :'� ��$'.-.;`;:S;,R"
�,,
Field In ormatton;< _ ,r f,
:�.,-
..., ,
11ed,Lime
. ..-_. x-a
Recommendations =,�.:W
:: icy.
Sample No. last Crop
Mo
Yr T/A
Crop or Year
Lime
N P10s FeO
Mg Cu
Zn
B Mn
See Note
4B1 Berm Hay/Pas,E
Ist Crop: Berm Hay/Pas,M
1,2T
180-220 40-60 180-200
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH RI K-1
Ca% Mg%
,►ln-1 Mn-AI (1)Mn-A1(2) Zn-1
Zn-AI
Cu-1
S-1 SS-1
NOB-N IV&N Na
MIN 1.02 1.28 5.6
77.0
1.3 5.7 18
64.0 12.0
44 36 134
134
87
37
0.1
.. y1. .kes�
Field..�w� � ..ry3. �'
ormatton � ��:,���,.r��
lied':Lime
.i r".sry J.� "^, -•,t hw Ir.... di
� J . �., ,'� .' tW .aswT' ' e FY
Recommendations- M���:<��.�f.�.�:s=' ������ �� ��� x.�_�����.
Sample No. Last Crop
MO
Yr T/A
Crop or Year
Lime
N P205 KO
Mg Cu
Zn
B Mn
See Note
4132 Berm Hay/Pas,E
Ist Crop: Berm Hay/Pas,M
LIT
180-220 70-90 200-220
0 0
0
0
12
2nd Cro :
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-I
Ca% Mg%
.tfn-I Mn-AI (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1 SS-1
N(g-N NI#N Na
MIN 1.49 1.24 7.1
83.0
1.2 5.8 26 1
70.0 13.0
.34 0 85
85
82
37
0.0
•,;. ,a.M"a . i
Field Information._ '.pa k S'
hedliiiie
)Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N P105 KO
Mg Cu
Zn
B Mn
See Note
5Al Berm Hay/Pas,E
Ist Crop: Berm Hay/Pas,M
0
180-220 0 20-40
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-1 K-1
Ca% Mg%
Mn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-AI
Cu-]
S-1 SS-1
N(g-N AE&N Na
MIN 0.51 1.48 3.1
77.0
0.7 6.5 205 100
45.0 15.0
32 29 128
128
83
27
0.1

Field Information., ,. e:.
lied Lime
Reconimendations, ...<
3 .x.
_ ,
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N P105 KO
Mg Cu
Zn
B
Mn
See Note
6B5 Small Grains
1st Crop: Small Grains
.47
CO-100 0 10-30
$ 0
0
0
3
2nd Cro :
Test Results
Soil Class HM% W/V CEC
BS% At pH RI K 1
Ca% Mg%
Mn-1 Mn AI (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
NQ8-N AB-N Na
MIN 0,56 1.54 .9
55.0
1.3 5.7 220 64
37.0 7.0
.115 79 162
162
55
28
0.1
Field lnformation { ?
lied Lime
�Recaendahons mm�.
r ,
> a .. ; •3�
.rsx« -f'�a.
, t;v..
a.,
y-_'�:Ja ..-,"
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N ROs KO
MS Cu
. Zn
B
Mn
See Note
6B6 ' Small Grains
Ist Crop: Small Grains
-7T
80-100 0 40-60
$ 0
0
-
0
3
2nd Crop:
Test Results
Soil Class 11M% W/V CEC
BS%
Ac pH P-1 K-1
Ca% Mg%
Mn-! Mn-AI (1)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NQN-N AB-N Na
MIN 0.6 1.49 2.5
40.0
1.5 5.5 87 44
26.0 4.0
.103 72 27
97
59
30
Lx� a y�n f
Field Information'.&
-
lied Lime
r qH .. ��J; 31'S aS:,.•. rig �' '."`32 'a y t "-?'. y _ _�__ sc: 9rs, ,�....xN -i vl 7vaskiii h,L._>'.
Reeoirimeridatious 9 < �y__ ,F.
;aa,a;.
<,k}}F.h g
�,
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N P205 Xz0
Mg Cu
Zn
B
Mn
See Note
6C7 Small Grains
Ist Crop: Small Grains
.9T
fi[1-100 0 80-100
$ 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% W/Y GEC
BS%
At pH P-1 1C 1
Ca% Mg%
Mn-1 Mn-A1(1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCB-N Nhb-N Na
MIN 0.86 1.43 4.1
56.0
1.8 5.4 68 25
46,0 6.0
86 62 107
107
98
37
0.1
Field Information.�,. y r "
liedLime
Recommendations. �3 A ° a ,f w•:; °. 'a.'eW' _ ., x�C ; "g:" .,;,Wig � 'eY, .., `,^.i x . ' x 'i 9 ^;.. i 2n ✓Y - }'
"�_.--�
.. t. ,
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
Lime
N h05 100
Mg Cu
Za
B
Mn
See Note
6C8 Small Grains
1st Crop: Small Grains
1T
0-100 0 130-150
$ 0
0
0
3
2nd Crop:
Test Results
Soil Class BM% W/V CEC
BS%
At pH P I 1C 1
Ca% Mg%
Atn-1 Mn-AI (1)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NQ-N AU-N Na
MIN 0.81 1.53 2.6
31.0
1.8 5.2 82 5
27.0 3.0
87 62 100
l00
86
27
0.0

Field Information
Applied
Lime
Recommendations
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
lime
N M5 M
Mg Cu
Zn
B Mn
See Note
6E2 Small Grains
1st Crop: Small Grains
,5T
80-100 20-40 110-130
$ 0
0
0
3
2nd Crop:
Test Results
Soil Class 11M% W/V CEC
BS% Ac pH P-I K-I
Ca% ling%
A1n-1 Mn-Al (1)Mn-AI (2) Za-I
Zn-AI
Cu-I
S 1 SS-1
NC9-N MB-N Na
MIN 0.66 1.47
2.4
50.0
1.2 5.5 45 13
43.0 5.0
84 60 64
64
44 •
26
0.0
•- ;--._. x..-•-..-xR ..e...Y :,->�':'o-.
Field,Information ,' ..
x-.�a.. 4§�,
..,: ..
Applied
�-•ti.g.
.. ,, a:e, ::. .. •;.., ., _y i.-� _.,..._.. .��:.": ,.�..aw - 's: 'f": '-..-Y-,.§"riw ::. 1-•.�':a;,.
Recommendations M �-^ ate" ; h .. =a
-.-'-:- .>.,.,. :. l�-..8..s'w+;3 .a. 'r.�-:i«� '. r._ ,. �� .�' .$yv
�N
`+>•G- a�,:3 �' �'.� :,�... �..
�A # '`� ie A,� .�.
;.''s� i�'. �., :o.i, �. .. r
Sample No. Last Crop
o
Yr T/A
Crop or Year
Lime
ho5 KO
Mg Cu�
. Zn
B Mn
See Note
3A1 Berm Hay/Pas,E
1st Crop: Berm Hay/Pas,M
.7
180-220 0 170-190
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I K-1
Ca% Mg%
A1n-I Mn-AI (1)Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-I SS-1
NQ3-N AH-N Na
MIN 0.46 1.56
2.5
68.0
0.8 5.7 225 24
47.0 17.0
55 42 148
148
113
25
0.0
Field,Itiformatioiix tx .'T-
lied;Lime
�p �5 &� . O S �h6_ �G
Recbmiiien'dations ,e
-u.6..>>.r'A T_.a .x...-�..r. ", •+aY_. ... r. fiuh.4.<i.. r-_ 3', ._.A'G'. a,.v .g'��"m�. 3.., - i.•vi6.An..+,.. w ,.n e4'i:. :. �`=-i, i.3 �r ,"`?.¢
Sample No. last Crop
Ho
Yr T/A
Crop or Year
Lime
N M5 W
Mg Cu
Zn
B Mn
See Note
3A2 Berm Hay/Pas,E
1st Crop: Berm Hay/Pas,M
9T
180-220 0 160-180
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I K-1
Ca% Mg%
Afn-1 Mn-AI (1)Mn-AI (1) Zn-1
Zn-AI
Cu-1
S-1 SS-1
NC#-N NiB-N Na
MIN 0.46 1.53
2.5
60.0
1.0 5.7 228 28
37.0 17.0
41 34 98
98
80
35
0.1
Feld� i� y�`
_�
��Y:�� � �'�'����y�_ .:.ts��,��;,� ��:��-�� 3y 1��.�-A�..��.��� ������'.�:f�±��:�. ��..bw =•� ���a.M
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N W5 AO
Mg Cu
Zn
B Mn
See Note
3B1 Berm Hay/Pas,E
1st Crop: Berm Hay/Pas,M
.3T
180-220 0 150-170
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ae pH P-I K I
Ca% Mg%
- Mn4 Mn-AI (1)Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1 SS-1
NO3-N A%&N Na
MIN 0.46 1.58
3.5
83.0
0.6 6.4 227 29
58.0 20.0
69 51 208
208
17
26
0.0
';.� �.1;, ?fit
Field I1110i'illati0tl w .
lied°GUme
4y a�... \,EF .�... � 5. 9): t"...: 1; .w� --*F."i:.' `,a`3 *Fsl
'Recammendattans 1111F. +� b' _ I A. � � F Y .: F, �;
, ;. r
Sample No. Last Crop
p p
o
Yr T/A
Cro or Year
p
Lime
N P1O s IGO
Mg Cu
Zn
B Mn
See Note
5A3 Berm Hay/Pas,E
1st Crop: Berm Hay/Pas,M
.8T
180-220 0 120-140
0 0
0
0
12
znd CM :
Test Results
SoU Class HM% W/V CEC
BS%
Ac pH P-I K-I
Ca% Mg%
,Vn-I Mn-AI (1)Mn-AI (2) Zn-1
Zn-AI
Cry-1
S-I SS-1
N($-N AH-N Na
MIN 0.6 1.49
2.7
63.0
1.0 6.0 178 44
39.0 16.0
' 51 40 149
149
88
27
0.1

ANIMAL WASTE UTILIZATION PLAN
Producer:
Location:
Telephone:
Type Operation:
Number of.Animals:
(resign Capacity}
STORAGE STRUCTURE:
APPLICATION METHOD:
SAM ANDERS
3879 N US 421
CLINTON NC 28328
910-564-6400
Eiisting Feeder to Finish Swine
2205.00 hogs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rye to prevent pollution of surface' water and/or
groundwater. -The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. .Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
.Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis maw, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2205 hogs x 1.9 tons waste/hogs/year = 4189.5 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2205 hogs x 2.3 lbs PAN/hogs/year = 5071.5 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have, appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
• TABLE 1: ACRES OWNED BY PRODUCER
:'RACT
FIELD
SOIL TYPE & CLASS -
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
i40
1
BoS
BH
4.S
225
0
3.12
702
I
MAR-OCT
140
BH
12
1BoB
I4.5
1225
10
12.20
1495MARCT
340
3
BOB
BH
4.5
0
I
1225
16.90
11552.5
MAR-OCT
340
4
BP
3.4
0
113013
Ii
_
1170
17.18
11220.6
MAR-OCT
340
5
BOB
BH
4.5
0
I
1225._
110.8812448
MAR-OCT
340
6
BOB
0
IC
I
160
175
111.2
1840
MAR - JUN
340
1
0
1-6
113oB
IWA
I
1
1100
111.2
11120
340
6
SB
25.0
0
IBoB
II I
1100
111.2
11126
APR-AUG
340
BOB
130 10.
1-6
1
IWA Il
I
111.2
1336
END
I
TOTAL19834.1
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
Page: 3

ANIMAL WASTE UTILIZATION PLAN
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
'RACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals. -
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes 'used in tables 1 and 2 above:
ZROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
C
CORN
BUSHELS
1.25
SB
SOYBEANS
BUSHELS
4
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
30*
sft w r�V�
TOTALS FROM TABLES 1 AND 2 -PJ-7
ACRES I LBS AW N USED
Page: 5

ANIMAL WASTE UTILIZATION PLAN
TABLE 1 52.68 9834.1
TABLE 2 0 0
TOTAL 52.68 9834.1
*** BALANCE-4762.6
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due,to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application or,sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 815.85 pounds of plant available nitrogen per year in the
sludge. .-
If you remove the sludge every 5 years, you will have approximately 4079.25
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 13.5975 acres of land. If you apply the sludge -to corn at
the rate of 125 pounds of nitrogen per acre, you will need 32.634 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25t depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
.act
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
:40
340
1
BOB
BH
0.75
*0.65
2
BOB
BH
0.75
*0.65
340
3
BoB
BH
0.75
*0.65
340
4
BOB
BP
0.75
*0.65
340
5
BOB
c
BH
0.75
*0.65
340
6
BOB
C
0.75
*1.15
340
6
BOB
SB
0.75
*0.95
3 4 0
6
BOB
WA
'40
�6
BOB
WA
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Page: a

ANIMAL, WASTE UTILIZATION PLAN
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
INTER ANNUAL (RYE) WHICH FOLLOWS CORN IF PLANTED BY OCT 1 AND HAS A GROWING
:SON OF AT LEAST 6-MONTHS, YOU,CAN APPLY 100 LBS. OF N/ACRE. THIS DOESN'T
D TRUE FOR SOYBEANS. YOU CAN APPLY 30 LBS. OF N/ACRE ON A WINTER ANNUAL
ER SOYBEANS.
Page: 9

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

WASTE UTILIZATION PLAN
REOUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy..
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste'is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animaf waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation_ vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be'inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of.
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop -sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:SAM ANDERS
owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Environmental Management (NCDEM) before
the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface
wasters of the state from a storm event less severe than the 25-
year, 24-hour storm. The approved plan will be filed on -site at
the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDEM
upon request. -
Name of Facility Owner: SAM ANDERS
(Please print)
Signature: 4 Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please pri.nt)Wilson Spencer
Affiliation:NRCS
Address (Agency):
Signature:
Phone No.
84 County Complex Rd.
Clinton NC 28328
Date: ! — " i ?I
Page: ].�

Insect Control Checklist for Animal Operations
Source
Cause
HMI's I conIroI IIISCCIs - -- Site Spccirle Pr aclices --
Liquid Syslems
Flush GBINIS
Accumulaliou of solids
Cl Flush system is desigr d and ope;ratcel
sufficiently to remove Iccumulated solids from
gutters as designed.
Cl Itemove bridging of accunmlaled solids al
discharge
l.aBouns and NIS
• C1Iislud Solids
Maintain lagoons, settling basins and pits Miele
pest breeding Is apparent to minllllite the
crusting of solids to a depth of no more than 6 -
6 inches over more than 30% of surface.
—I aCc»ive vvgo alive
l iru+vile
Decaying vegetation
Maintain vegetative control along hanks of
lagoons and other impoundnients to prevent
accumulation of decaying vegetative niatter
along wateVs edge on impoundnient's perinietcr.
—
Dry Sysicros
e ulela
. Feed Spillage
Design, operate and maintain feed systents
bunkers and lrolighs) to luinimice the
accutnulatiun of decaying wastage.
t- Clean up spillage on a routine basis (e.g., 7 - 10
day inlerval during siminier; 15-30 clay interval
_ during winter).
Feed Sturauc • Accumulalions of feed resiehees Reduce moisoire accumulalion within an t
around imuiceliate 1wrinicier of lCed slorage
urea by insuring drainage away from site
and/or providing adutpiate containment (e.g..
covered hit for brewer's grain and similar high
moisture grain products).
Inspect liar and remove or break alp accumulated
solids in tiller strips around fecal slorage as
ncedael.
AMit' - Nuvembur 1[, 1996, Page 1

S11111'ce Cause
,Eliminale
JIMPs Io CORIrol Insects. Site Specific Practices
Animal I folding ArcJS Accumidalions of aninial wastes R
low areas Ilial Irap moisture along
and feed wastage
fences and ollier locations where waste
accumulates and disturbance by animals is
/minimal.
el
Maintain fence rows and filler'sirips around
animal holding areas to minimize
accumiilalions of wastes Xi.e., inspect far and
remove or break lip accumumed solids as '
needed).
Ny hlatturc I landlinb • Accunualalions of animal wastes 17
Remove spillage on a routine basis (e.g., 7 - 10
S� sl�ius
day interval during summer; 15-30 day interval
during; winter) where manure is loaded for lanai
application or disposal.
f7
provide for adequate drainage around manure
stockpiles.
n
Inspect for and remove or break up accunmlaled
wastes in filter strips around stockpiles and
manure handling areas as 11eeded.
1'ar more infnnnatinn contact die Cooperative Extension Service, Deparlmenl of Entomnbgy, Rox 7613, Nnrlh Carolina Slate ( Iniversily,
Italcigh, NC, 270)5-7613.
AMIC - Nalvcniber 11. 1996, Page 2

Sillircc
Fallnatc4, '—
Ai6mA holy surfaces
1. 0411 '.111 faces
Swine Farm Waste Management Odor Control Checklist
[IMPS to h iillnrize Odor
Site
1'racf ircz
• Swine production — Ef Vegelalive or wooded buf erN
commended best managemeal practices;
:Geoodjudgnienf and common sense
• flirty manure -covered animals Dry floors
• wcl Inalnue-covered 114)a1.5 CI' Slulled floors; —
n waterers located over siolled floors;
n Feeders ul high end of solid floors;
Vt
Crape manure buildup from MOM,
ideffloor veulilalion for drying
f.l,ulule cI,IIcI tun pill • thine; (V Frequent nlallure removal by flush, pil lccharEc, --- ---
• Pailial microhial decomposition or scrape;
lnderlloor vcmilaiilnt
_ Vcnti1.111Ml Vul.►lilc gases; _ hall ntuinlenance
Dust
ri
1.1,11cient uir niownical
111,IM11 :,lli faiC5 • Dust
Teed
Washdown beimell grmips of a1 fimils; -
'
ildlhliVl.'S;
Vn 'ceder covers;
I7
hccll delivery downspnnl cxlendels l0 feedu1
covers
�Hital kinks Agitation of recycled lagoon
f1
I'hlsh lank covers;
hysid while tanks arc filling
0
Exlend fill lines,lo near hollom ohariks wilh
anti -siphon vents
1'11INII alleys Agitation dornlg %yuslcivater
0
Underfloor flush wish uudcifloor vuttiladoo,
conveyance
—I'll lerhalgC points • Agilalion of recycled hignnn Extend recharge lines to near hollrml ol•pils -
liquid while pits are filling with anti -siphon vents
I.fii Adli,ms Agilution during sump lank Ci Sump lank covers --
f illing and drawdown J- - --
Oiasijt:1lrain collcetiva • Agitation dtir
ur junlaiun lulxcs conveyance
•AAIOC -1•r Awr 11, 1996, Page 3
wasimiller f7 Rox covers

StiIUCC CYIrSC • IIN1111's; to hillilinize 041or Silo: Specific Vracticcs
Sianding water around • Improper draina6c; (W Grade and landscape such that water drains
facilities . Microbial decotuposition of away from facilities
organic matter
Adanure Irackcil nnlo
1111blic roads t•ionl farm
acl:ess
Poorly maimaiaed access roads
1:anu access road maintenance
Addilional IllfOrIM16n11 : Available Fti ns
Swine Manure Managemcnl ; 0200 INICAIMP PackO NCSI I, i'tunriy ii>,IcnSion CCItlef
Swim I'rodnClitlrl Fanu PUICIllial Odor Sources and Remedies ; 17IIA1i Fact Sheet'r NCS[1 - IIAI:
Swine Produclion Facilily Manure Managmucnl: Pit 1tecllarge - Lagoon Treatment ; FBAC 129-89 NCS1I - BA fi
Saville PrnlI11C6011 1'46llly Manure Management: Underfloor Flush - Lagoon Treatment ; MAP. 129-88 NCS11 - I1A E
I.agntal Nsign and Mallagelilent for Livcslock Manure Treatment and Storage ; 1i11A1i 103-83 - NCS11 - BA H
i.allbraliml tlf MJllnre and Wasimalcr Appllcalion F(palpincat ; FDAF. fact Sheet 11,JCStI - IIA1.
Cmar(lling Odors Isom Swine Buildings ; 1411-33 NCSI I - S%viiie Extellsinn
lulvirimincolal Assurance Prograin ; NI111C Manual NC folk I'rnducers Assnc
001i+,ns lM Alauagiog Odor ; a repute from the Swine Odor Task Force NCSI I Agri {'uulnlluliciltitlns
t`luiiance tairiceriis in Animal Manure Manageu nl: Odurs and Flies ; IT0107, 1995 Cunference Proceedings Vim ilia Col)jleraiive lalensinn
ix Ni( i(. - ILivemlfcr I I, 1996. I',igc 5
f 1 . ik

I
Source Cause DMPa in Minimize Odor Site Specific 11ructices
End of drainpipes at • Agitation daring wastewater 0 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emissions; /Proper lagoon liquid capacity;
• Biological mixing; C Correct lagoon startup procedures;
s, Agitation � Minimum surface area-lo-volunse ratio;
VMinimum agitation when.pumping;
C7 Mechanical aeration;
n/l'roven biolrgical additives
Itricatiott sprinkler 0 Iligh pressure agitation; f3/Irrigate on dry days with little or no whirl;
nnu.les- a Wind drill f Minimum recommended operating pressure;
L Pump intake near lagoon liquid surface;
C1
Pump from second -stage lagoon
St111.1ec; t:tui: (ir basin •
Partial aticrobial decomposition;
n
lioilom or midlevel hoathng;
smLice .
Mixing while tilling;
Gl
Tank covers;
•
Agitation when emptying
CI
Basin surface mats of solids;
Cl
Proven biological additives or oxidants
Sculinl; k1sin 41041cc •
Partial ntiCrobial dccnustwshiun;
Cl
I?xiend drainl)il)C (inlets underneath litptid
•
Mixing while filling;
level;
•
Agitation when entptying
11
Remove Settled solids regularly
hl.um e. slurry or sltidce •
Agitation when spicading;
f-7
Soil injection of slurry/stmiges;
spreader outlets a
Volatile gas emissions
177
Wash residual manure from spreader after use;
n Proven biological additives or oxidants
I lncovered rnannre, • Volatile gas emissions while Q Soil injection ol'shnty/sludges
shury or sludge me field drying Cl Soil incorporation within 46 lirs.;
Mtn t;u:CS
Ml Spread in thin tmifnrm layers For rapid drying;
01� Proven biological additives or oxidants
I)e:n! ;tttimals
^t)4.u1 anima<I—li�.ttu�:tl
nits
�ht4iitct:ants
• Carcass decomposition
• . Carcass dccunytositiurt
• lncnntplcle combustion
Proper disposition of carcasses
n Complete covering of carcasses in but ial pits;
C7 Proper location/consirsictioo ofdisposal pits
n Sceondstry stack boaters
L
I iuvctnhc;r 11, 1996, Page 4
4 S . •

Mortality Management N-lethods
(check which method(.$) are being implemented)
:J Burial three fee! beneath the surface of the around within ?- hours after
knowle:1,e of the de::th. The burial must be at least BOG feet from any tio%vin2
stream or pubiic body: of water.
Rende."Ma at a rendering plant license? under C.S. 106-1163.7
J Complete incinemE;cn
In the case of dead poultry only. piacing. in a. disposal pit of a size and design
approved by the Department of Agriculture
.J Any method -xhic , in the prof_ssional opinion of the Sta=.e Veterina-ian would
make possibie the salvage of part of a dead animai's vaiue witi:out ercan e-ins
human or animal health. (`titi'riaen approval of the State Ve:e-inarian must be
attached)

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