820499_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these pennits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0499
2. Facility Name: Sheral Daniels Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 1227 Payton Daniels Rd
City: Salemburia State:
Telephone Number: 910-567-6231 Ext. E-mail:
5. Facility's Physical Address: 1227 Peyton Daniels lid
City: Sakr burg State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Sheral D. Daniels
11, Lessee's Name (if there is not a Lessee, write "None"):
NC
NC
Certificate Of Coverage Number:
Sheral D Daniels
Ernest Smith Farm Inc
Phone No.: 910-567-6231
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 2,475
Operation 'ryoes:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Pnultry
Gilts
Other
Non Laying Pullet
Other
Layers
AWS820499
Zip: 28385-9040
Zip: 28385
OIC #: 19314
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
2 LARGE
j
lA /\ V m
%'Ajc�5.
19.00
2 SMALL
ram
, N 0
5 '0 U
19.00
82-499-1
01�b'�
0
5 0
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
Z
most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
he method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
A map of every field used for land application (for example: irrigation map)
'fhe soil series present on every land application field
The crops grown on every land application field
e,The Realistic Yield Expectation (RYE) for every crop shown in the WUP
E The maximum PAN to be applied to every land application field
e waste application windows for every crop utilized in the WUP
The required NRCS Standard specifications
A site maplschematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application 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 to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: ,1_:7 Ail L Title: 4�4r__IIA/j
Signature: f Date:
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Perm [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

North Carolina Cooperative Extension Service
College of Agriculture and Life Sciences
Sampson County Center
369 Rowan Road
Clinton, NC 28328
[phone]
[phone] (fax)
Farm Name: Sheral Daniels Farm
Farm Owner: Sheral Daniels
Facility No: 82-499
Subject: Revised WUP and wettable acre
Technical Specialist: Dan Bailey
Find attached a revised WUP along with a wettable acre determination for the
above facility.
Owner Signature Technical pecialist Si ure
5� m!
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.

Animal Waste Management Plan Certificad.>n
General Information:
Name of Farm: 5 2 Fic lity No: (?l
Owners) Name: 55/i'E.zq1- Z2 d 11/ z-s Plione No:
Mailing Address: 7 A YTJ.¢,>> �G s sA��•L•- u� �r3 a"�
Farm Location: County Farm is located in:
Latitude and Longitude:/ / , e21� % � 3 IZ � ,1 " Integrator: ZR-v-s %ram.: n� , A.A
Please attach a copy of a county road map with location identified and describe below (Be spec: road
names, directions, milepost, etc.): 7 AKe- I-1,-c/ Z `�^'/o f' ~ S'� �'t I`"' ' 4� 6s r T-.--.+K CJ
uWN . Ge i o Pi-C-er'A!c C.►.+ A'-'J T .tom LGT t e w, / QU 6e Z . G `k-. /G
"O'Wef Ta.t.J ._.-•SL1` v-, iV.5
■ NT �`'■N'r� 3Y��c:
�ratian Descri
tion-
Type of Swine
No. of Animals
0 Wean to Feeder
❑ Feeder to Finish
Qarrow to Wean
2 v
❑ Farrow to Feeder
a Farrow to Finish
El Gilts
n Rnars
Type of Poultry
❑ Layer
❑ Pullets
No. of AnimWs Type of Caine
• Dairy
❑ Beef
No. ofAytimals
Other Type of Livestock: Number of Animals:__
Acreage Available for Application_ 13 Required Acreage: 7
Number of Lagoons / Storage Ponds : Total Capacity:! �' v b' Cubic Feet (ft3) 0 E s' f "` e—p `` ' 0 G Eve L
Are subsurface drains present on the farm: YES NO (please circle one)
if YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
oymer t Manager Agreement
r.(we) verify that all the above information is correct and will be updated upon changing. l (we) understand the operation
r and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implemeat these procedures. I (we) brow that any expansion to the existing design capacity of the waste treatment and
storage s)=m or construction of new facilities will require a new certification to be submitted to the Division of
Euvimamenud Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year. 24-hour storm and there must not be �-.tm-off from the
application of animal waste. I (we) understand that runoff of pollutants from lounging and heav,, use areas must be
minimized using technical standards developed by the Natural. Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District_ I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title transfer.
Name of Lanyl 0/ wne�
Signature:1hc-{-� r� Date: /� �"- 9%
Name of Manager(if different from owner):
Signature:
AWC -- August 1, 1997
Date:

►✓ASYQ lirl1.,IZAiION PUAN
TABLE 1: ACRUs OWNED BY PRODUCER
C ISO I'
Y I L' LU 1,u 5
COMNI i3
1,i15
COUC
Ata M
PERACkL'5
AW
PERAc
AC
USLU
TIME
!-�
Z3ri
,sus
%3
f�
!y o.
73
I'ILLU
SOIL 'i'YPli & CLASS-
UC'1'LIZMINING PnASC
3
I2D
,,
F-5�o
/ ` "T !3a
I
F.d`3��� /a
o
1
•3( 73

WA-5rS I/TI LIZAT.TON PkAN
TABLE 1: ACRES OW14CU 13Y VltoUUCl;it
1'IELU �50IL TYPE & CLASS- Cltop YxL'LU
DETERMINING PHASE COUL
sA
L
LUS
CUM14 W
1,115
AW N
PER
ACRES
AW
PER AC
AC
USED
T 114 L'
130�
a� !' Z.o/ v .34S —moo
_ 33 73
f
j —�36
/ I� Q
a .3./ 3
j .3< 77
p 7%
i iC�G�•5/ & c iJ TUTAL i
r-

ROY COOPER
Govern or
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Dirmtor
NORTH CAROLINA
Entrhwv,&" Qre ft
February 27, 2019
Sheral D Daniels
Sheral Daniels Farm
1227 Payton Daniels Rd
Salemburg, NC 28385-9040
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https:Rdetltic. goy/about/divisions/water-resources/wafer-gunlity-mgional-vperationVefo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In _order to assure your continued coverage
under
the State
Non_Dischargeegneral Permits you must submit an application For.
permit coverage to the
Division. Enclosed
you will find a "Request
for Certificate of ,.Coverage Facility
Currently Covered by an
Expiring State Non-Dischar a General Permit." The
apphcation form must be completed, signed and
returned by April 3, 2019.
Please note that yau_must
include one
(1) copy
of the
Certified Animal Waste Management
Plan (CAWMP) with the
completed and signed
app ieation form.
A list
of items
included in the CAWMP can be found
on -page 2 of the renewal
aMlicat_ion form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A 4�_�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820499
Ernest Smith Farm Inc
NOW$ C-00ts DepsrtnWrnt of Erroaronmeaetei Quairty i D#vsom of Wstar Resmrms
r 512 N. Ssasbury St 1 163t3 Mal Saavece Canter I Re*Vh, North Carolme 27699.1636
919.702 SWO

o"A
01�
rt
am

APPENDIX 1.1 A
Animal Waste Application Windows'
For Common Crops Which Receive Animal Waste
These application windows include 30 days prior to planting and greenup of Bermudagrass
End 30 days before harvest,
Bermudagrass Begin March I" End September 30`l'
Small Grain Overseeded
Begin October I"
End March 31s`
in Bermudagrass
Corn
Begin February 15`h
End June 30`I'
Cotton
Begin March 15'h
End August I"
Cucumbers - Direct consumption
Begin March Is' (100 %
at planting)
- For Processing
Begin April ls`
End May 31s'
(2 seasons)
Begin July 1s'
End August 31"
Rye
Begin September 1st
End March 31 s'
Barley, Oats, Triticale
Begin September I"
End April 151h
Wheat
Begin September ls`
End April 30'h
Peanuts
Begin April ls`
End September 30'h
Sorghum/
Begin March 15'h
End August 31s'
Sudan Grass Hay
Soybeans
Begin April I"
End September 15'h
Tobacco - Flue Cured
Begin March 151h
End June 301h
- Burley
Begin May 15`I'
End August 15'h
Fescue'`
Begin August I"
End July 31"
Dates shown represent stalcwidc limits Planting and harvesting dines vary across tits state and from ve;lr to pear Actual values
Shull rctlect site speeific wriditions and in no cosc altu+v application more than ¢ithcr 30 days prior to plantinylbrenking dornrutcy
ar less than 30 days hetine harvest See Cenerai Pcrmit I•or loud crops
Mountains • limit N .ipplieation dsiring June and July ! no nitrogen in December and January
Piedmont Caastal Plain •- limit IN application during Jun: and July.! no nitrogen in Dec and Jan during severe winters
September 19, 2006

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 moi3ture, historical data, climatic conditions, and
level of manajement, 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: 9

WASTE UTILIZATION PLAN
RE UIRED 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 discha-rges 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: 10

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: 11

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: 0 �, ' /5 Facility Number: oFZ - f 9
Manager or Producer f I. i- A.v + t /5 Phone # 9i a i G 7- (Z s I
Technical Specialist: . ,- c C Phone # 7z�9,2 - ? 1(./
Facility Contact:
rr�c
�.*
; ��s Phone # CEoA
Mailing Address:
ZRA 7 �v
Ta.✓
7,r,�:c J� �Q�,1
Was farm sited for animals prior to 1o11195: es No
If No, date farm sited for animals:
Irrigation System Tyke
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
/Stationary gun with permanent pipe
y Stationary gun with portable pipe
11
Center -pivot system
Linear -move system
Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR 2.
To the best of my knowledge, this worksheets) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
Signature (Manager or Producer) Date
I

CA W T T Y UN i WI P RPIPE
FIEF DA &SHEET *
1. Gun make and model number / o G /*;', C,,v
2. Gun nozzle size /. 0 V inch, ring orifice, taper bore orifice.
(May need to measure gun nozzle diameter.)
3. Gun spacing /,? c0 feet by /.2 o feet.
4. Operating pressure at the gunk psi, or
5. Gun wetted diameter 2 Vo feet. �easured determined from gun chart.
6. Number of guns operating at one time
7. Total number of guns or gun locations in the system.
Exterior sprinklers: .� apart circle /o full circle
Interior sprinklers: _part circle 3 full circle
* * 8 Lateral line size inch. If more than one size, indicate size and approximate length of
each. Can be done on the map.
* * 9. Lateral line length feet. Longest lateral
* * 10. Supply line size inch. If more than one size, indicate size and approximate
length of each. Can be done on the map.
* * 11. Supply line length feet. Maximum pumping distance.
* * 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
Note: It is strongly recommended that sprinkler wetted diameter be field measured. It should
be done at the end of the longest lateral.
* Locate each gun or gun location on the map. Indicate whether fuli-circle or part -circle. Show
the location of the supply line. Irrigated acres will be determined by lateral line or by field. Are
the gun positions and lateral positions permanent marked? yes no, or are the laterals
and gun located at a different place for each land application event? =yes, no
* * Optional data, furnish where possible.
* * * Informad on furnished by
I I -_- C P, /'-1 andlo
}
Signature of Owner or Facility Representative Signature �echnical Spec'
Printed Name of Owner or Facility Representative
Date 7,--
Printed Name of Technical Specialist
Date a /
* * * Only the person or persons collecting the data should sign the data sheet.
.f

CAWIVIP WETTABLE ACRE COMPUTATIONAL WOMSHEET
1. Dann Number (Identification) _L —AFT � Field Number (identification) /
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System Stations inkler
Stationary S rp /GyK ]1ard-[lose'1'ravcicr
_ 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 o?'f d [feet] From field data sheet
Length of pull [feet]
b. Spacing - Lateral / Hydrant Spacing [feel] _
— las percentage of welled diameter]
__Z,aP_L Sprinkler spacing along lateral [feet] J'v [as percentage of welled diarnctcr]
7. Sprinkler or Hydrant Layout Multiple Lalerals4lydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants
8. Dead the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunui baser] on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Colunm
. 6 3 Acres per Exterior sprir4der froni Table �_ Column F
Traveler: Interior hydrant (travel lame)
(a) Acres start end of pull front Table _-olunui
(b) Acres middle portion of pull
(full Length 'feet] X Wetted Width. [feet]) / 43,560
(c) Acres stole end ofpull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width [feet])/ 43,560
(c) Acres stop end of pull from Table Columm
Total acres for Exterior pull (Surrt: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by (lie number of sprinklers or pulls
of Bach category in the field Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Spri ikler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X - # SpdiMers or Pulls = Acres
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Workslieet Completed by: , .y,cr �� L
— ° c �_ Date:

LAWMV WKETABLE ACRE COMPU'FA-F1UNAL WOIU(S11Egr
1. I -arm Number (ldentification) 22 — sly p Field Number (Identification) L
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System Stationary Sprinkler/Gaff Ilard-Ilose'fraveler
Center Pivot Linear -move System
4- Number of Stationary Sprinklers It Interior sprinklers �� # Exterior sprinklers
Number of 'Travel Lanes # lntetior Lanes # Exterior Lanes
S. Welted Diameter ,2 Vo [feet] From field data sheet _____`____ Length of pull [feet]
G. Spacing Lateral / Hydrant Spacing [feet] _ Ias percentage of wetted diameter]
/,to ' Sprinkler spacing along lateral [feet] S—y [as percentage of wetted dimneterl
7. Sprinkler or Hydrant Layout Multiple Laterals/Ilydrants
Single LateraUl-lydranl Excessively spaced Sprinklers/llydrants
B. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate labale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriuklera
Acres per Interior spritilder from 'Table Colutrur
. 563 Acres per Exterior sprinkler from 'f able t Colunm —�
Traveler: Interior Hydrant (travel lame)
(a) Acres start end of pull from Table
rolunm
_
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width.
[feet]) 143,560
(c) Acres stow end of pull fi ont 1'ab{e
Column
Total acres for Interior hull (Suer: a + b + c)
Traveler: Exterior Hydrant (travel lace)
(a) Acres start end of pull from 'fable
Colunm
(b) Acres middle portion of pull
[Pull Length [feet] X Wetted Width
[feet])/ 43,56U
(c) Acres stop end of pull front 'fable
Column
'total acres for Exterior pull (Sutn: a + b + c)
9. M41tiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Lack category in the Geld. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Spritilder or full X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X N Sprinklers or Pulls — Aci es
-J'(. 'Total Wettable Acre for field (Suut: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: f9.v �5; L Y Date:

C:ANVMP WETTABLE ACRE COMPUTATIONAL WUKKSIIEET
I. I'arni Number (Identification) _ L - V I? Field Number (Identification) 1117 3
2. Irrigation System Designation lusting Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Stationary Sprinkler/6y,f I laid-[ lose 'Traveler
Center Pivot Linear-niove Sysleni
It Interior sprinklers / _- # Exterior sprinklers
# Interior Lanes # Exterior Lanes
5. Wetted Diameter [feet] From field data sheet Length of pull [feel]
6. Spacing Lateral / Hydrant Spacing [loot] _ (as percentage of welted diameter]
/.Z C ' Sprinkler spacing along lateral [feel] ,�� [as percentage of wetted diameter]
7. Sprinkler or Hydrant L yout Multiple Lateralsillydrants
_ Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants
8. Dead the irrigated area per sprinkler/travel bull for the given wetted diameter from (lie appropriate tabale
and colunw 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 I, --
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table _ rolunui
(b) Acres middle portion of pull
(Pull Length ifect] X Wetted Width . [feet]) 143,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sinn: a + b + �)
Traveler: Exterior hydrant (travel lace)
(a) Acres start end of pull from Table Colunui
(b) Acres middle portion of pull
(full Length [feet) X Wetted Width [feet])/ 43,56U
(c) Acres stop end of pull from 'fable Column
Total acres for Exterior Trull (Sum: it + b + c) --
9. Multiply the tabulatedirrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
UT aach category in tlxe Geld. Sum all of these and this is the total irrigated acreage for the Brit.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sps inklers or Pulls - Acres
�-3 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: .f,v i? r ; Lc
f' Date:

C:AWNIP WK IAULE ACRECOMPUTATIONAL WOIU�SIIEKU
1. Fartni Number (Identification) 91 ^V y 9 Field Number (identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System `� Stationary Sprinkler/GVK Ilard-I lose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers 1 # Exterior sprinklers
Number of Travel Lanes _ _ 11 Interior Lanes # Exterior Lanes
1 -
5. Wetted Diameter Z /-0 [feel] From field data sheet Length of pull (feel]
G. Spacing Lateral / Hydrant Spacing [[Feet] as percentage of wetted diameter]
a-o L Sprinkler spacing along lateral [feet] [as percentage of welled dimucterl
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/llydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate labale
and colunut based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriulers
Acres per Interior sprinkler front 'fable Column
• 3X . 7 r . 112- Acres per Exterior sprinkler front Table �_ Column
Traveler: Interior llydrant (travel lane
(a) Acres start end of pull from 'fable _ i-olunnt
(b) Acres middle portion of pull
(full Length ifeet] X Wetted Width. [feet]) / 43,560
(c) Acres stop end of pull froru Table Coluttur
Total acres for interior pull (Sum: a + b + c)
'Traveler: Exterior Ifydranl (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/ 113,560
(c) Acres stop end of pull from 'fable Column
Total acres for Exterior pull (Sulu: a + b + c) - �- -- — -
9. MuWply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of itach category in the field. Sutn all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X i/ Sprinters or fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X 0 Sprinklers or fulls Acres
• S�LZ Total Wettable Acre for field (Suui: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: -.9,v /�;� ; Lc i Date:

k AW[v Y WE"ITAIILE ACRE COMPUTATIONAL WORKSIIEET
1. Farm Number (Identification) y q 9 Field Number (Identification) t�
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System Stationary Spi inkier/6,r I-lard-1 lose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers // Interior sprinklers # Exterior sprinklers
Number of Travel Lanes It lntetior Lanes i # Exterior Lanes
5. Wetted Diameter [feel] From field data sheet Length of pull [feet]
G. Spacing _Lateral Lateral /
H drant Spacing feet y [feet] _ ` ]as percentage of welted diunelcrJ
::LD c7C Sprinkler spacing along lateral [feel] ` [as percentage of welled diatnelcr]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateralll-lydranl Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinklerhravel pull for the given wetted diameter from the appropriate tabale
and colunui based oil pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
K .G; L , 3/fo Acres per Exterior sprinkler from Table �_ Colunul
Traveler: Interior Hydraut (travel lane)
(a) Acres start end of pull from 'fable _ i-olunin
(b) Acres middle portion or pull
(full Length (reel] X Wetted Width. [feet]) / 43,560
_ (c) Acres slug end of pull Gom 'fable Columm
l'ohd recres for twerior pull (sum: a + b + c)
'I'r-aveler: Exterior hydrant (travel lace)
(a) Acres start end of pull from 'rabic Column
(b) Acres middle portion of pull --
(Pull Length [reel] X Welled Width} [feel])/ 113,560
(c) Acres stop end 4-pull from 'Table Column
'folal acres for Exterior Trull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X It Sprinklers or fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or fulls Acres
3/(. Total Wettable Acre for field (Sum: ga + 9b)
Wettable Acre Computational Worksheet Completed by: .t, I r� ; L,t
Y Date:

C:AWMV WE'Y'FAULI: A,C1tL C Orvl 'U'1'A'1-IONAL WORKSllEET
I. l-arm_ Number (ldentiGcation)
Field Number (Identification)
ON
2. Irrigation System Designation
3. Type of Irrigation System
Existing Irrigation Systen►
New / Expanded Irrigation System
Stationary Sprinkler/6aK I lard-1 lose 'Traveler
Center Pivot Linear -move System
4 Number of Stationary Sprinklers # Interior sprinklers / # Exterior sprinklers
Number of Travel Lanes # Interior Lanes # Exterior Lanes
S. Wetted Diameter Z o [feet] From Geld data sheet Length of pull [feet]
G. Spacing _Lateral Lateral / hydrant Spacing [feet] = Ins percentage of wetted Jimleter)
_%Zb • Sprinkler spacing along lateral [feel] J 0 [as percentage of wetted diameterl
7. Sprinkler or Hydrant Layout /— Multiple Laterals/flydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants
8. Ruad the irrigated area per sprinkler/travel }cull for the given wetted diameter from the appropriate tabale
and colunul based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable _ Column
• f�� Acres per Exterior sprinkler from 'Fable —/— rnhomn e'
Traveler: Interior Hydrant (travel lace)
(a) Acres start end of pull from 'fable _ 1olumn
(b) Acres middle portion of pull
(Pull Length ifeet] X Wetted Width, [feet]) / 43,560
(c) Acres stop end of pull fi'Unl 'fable Column
Total acres for Interior pull (Sum: a + b + Q
Traveler: Exterior Ilydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(full Letigth.`_._. [feet] X Wetted Width [feet])I 113,56U
(c) Acres stop elid of pull front 'fable Column
Total acres for Exterior pull (Suer: it + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number ofsprinklers or pulls
of Bach category in the field. Sum all of these and this is the total irrigated acreage for the Geld.
(a) Acres per Interior Sprinkler or Pull X it Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Spl iiWers or Pulls = Acres
44,R'/ Total Wettable Acre for field (Sues: 9a -+- 9b)
Wettable Acre Computational Worksheet Completed by: y,cr i Lc
Y Date:

C:AWMV WET FABLE ACRE COMPUTATIONAL NVORKSIIEU
1. I -arm Number (ldentiCcatioti) �� Z Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/6�k r I lard-Ilose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers ff Interior sprinklers ff Exterior sprinklers
Number of Travel Lanes # Interior Lanes # Exterior Lanes
5. Wetted Diameter 2%10 [feet] From field data sheet _ Length of pull [feel]
G. Spacing / 0 Lateral / hydrant Spacing [feet] (as percentage of welted dituneter]
JZ Sprinkler spacing along lateral [feet] _y [as percentage of wetted diameter)
7. Sprinkler or Hydrant Layout -Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydranls
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunuu based oil pattern, spacing, and sprinkler/travel lane location.
Stationary Spriulers
Acres per Interior sprinkler from 'fable Column
/Ff! Acres per Exterior sprinkler from Table / Column C_
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull
(full Length (feet] X Welled Width. [feel]) / 43,560
(c) Acres slop end of pull from Table _ Colunul
Total acres for Interior Dull (Sulu: a + U + c) f
Traveler: Exterior Hydrant (travel lance)
(a) Acres start end of pull from Table _ Column
(b) Acres middle portion of pull
(full Length [feet] X Welted Width [feet])/ I3,50U
(c) Acres stop end of pull from Table Culunuru _
Total acres for Exterior bull (Sunn: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. 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 # Spi inklers or Pulls = ~ Acres
��L Total Wettable Acre for field (Sum: 9a + 1b)
Wettable Acre Computational Worksheet Completed by: .9,v /s;a ; t f' Dale:

CASVMV WETTABLE ACRE COMPUTr TiONAL 1VORKSUE91'
1. Farm Number (Identification) 5 field Number ldenliflcalion
2. Irrigation System Designation Existing Irrigation System
_ New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinklerl�yK lard-llose Traveler
Center Pivot Linear -move System
4, Number of Stationary Sprinklers O Interior sprinklers / # Exterior sprinklers
Number of Travel Lanes It Interior Lanes _ # Exterior Lanes
S. Wetted Diameter , 2 �? [feet] From field data street Length of pull [feel]
6. Spacing Lateral / Hydrant Spacing [reel] _ las percentage of welled diameter]
1A J _ SprhWer spacing along lateral [feel] J [as percentage of welted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrenls
Single Lateraftlyd rant Excessively spaced Sprinklers/llydrants
B. bead the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colurlm based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriulders
Acres per Interior sprinkler from 'fable __ Column __
? X . �/ "3Gy Acres per Exterior sprinkler from Table / Colum �
Traveler: Interior Hydrant (travel Julie)
(a) Acres start end of pull from Table _ i-olunul
(b) Acres middle portion of pull
(full Length [feet] X Welted Width. [feet]) / 43,560
(c) Acres stop end of pull froll, Table Column
I'utal acres for Llterior pull (SuIII: a + b + c)
Traveler: Exterior hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull ~---
{full Length [feel] X Wetted Width [feet] )/ 43,56U
(c) Acres stop end Jr pull from 'fable Column
Total acres for Exterior pull (Sunr: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Sulu all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sptinklers or pulls = Acres
(b) Acres per Exterior Sprh&Jer or Pull X # Spt inklers or Pulls = Acres
3� Total Wettable Acre for field (Sum: 9a + yb)
Wettable Acre Computational Worksheel Completed by: y,v ;
t i Date:

CAWN11' WE'TTAULL ACIM COrvlPU'l-A-I'IONAL'NVUItKSULET
1. I-artn Number (IdentiCcalion) � L - ��y Field Number (Identification)
2. Irrigation System Designation _Gs
3. 'Type of Irrigation System
4- Number of Stationary Sprinklers /
Number ofTravel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler/6, f
Center Pivot
It Interior sprinklers
It Interior Lanes
[lard -[lose Travelei
Linear -move System
# Exterior sprinklers
# Exterior Lanes
5. Wetted Diameter [feet] From field data sheet _ Length of pull (feet]
6. Spacing Lateral / Hydrant Spacing [feet] _
has percentage of welled diameter)
�20 Sprinkler spacing along lateral [feel] [as percentage of welted diatnclerJ
7. Sprinkler or Hydrant Layout __Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants
ii. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colut ut based oil pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
37 / 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 fronn i'able _ -'olumn
(b) Acres middle portion of pull
(Pull Length [feel] X Wetted Width. [feet]) 143,560
(c) Acres stop end of pull from 'fable Column
Total acres for Interior pull (Sulu: a + b + c)
'Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(full Length )I'' ell X Wetted Width [feet])/ I3,5GU
(c) Acres stop end of pull [loll, Tablc Column
Total acres for Exterior pull (Sure: a + b + c)
9. MiIliply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Lacli category in Hie Geld. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or I'ulls = Acres
(b) Acres per Exterior SprinMer or Pull X # SpiiiWers or fulls = Acres
33 'Total Wettable Acre for field (Sum: 9a + yb)
Wettable Acre Computational Worksheet Completed by: y,v �� l : L
Y Date:

C:AMY111 WETTABLE ACRECOMPUTATIONAL WORKSHEM'
1. Farm Number (Identification) 92 _ V y y Field Number (Identification) c
Z. Irrigation System Designation �� Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System _ - Stationary Sprinklerl6YK 1-lard-L lose '! ravcla
Center Pivot Linear -move System
4. Number of Stationary Sprinklers 11 Interior sprinklers 1 # Exterior sprinklers
Number ofTravel Lanes # Interior Lanes # Exterior Lanes
5. Wetted Diameter_ [feel] From field data sheet Length of pull [feel]
6. Spacing Lateral / flydrai,t Spacing [feet] _
laS 1)eCCCII{8gC Of WCttCd dlatllCtCr'
, z o Sprinkler spacing along lateral [feet] a [as percentage of wetted dianteler]
7. Sprinkler or Hydrant Layout multiple Laterals/flydrants
Single Lateral/Hydrant Excessively spaced Sprinklersillydrants
8. Dead the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunuw based on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriniders
Acres per Interior sprinkler froli, Table Columm
.K�_L Acres per Exterior sprinkler from Table c*
Traveler: Interior Hydrant (travel lace)
(a) Acres start end of pull from 'fable
(b) Acres middle portion of pull
(full Length VC01 X Wetted Width . [feet]) 143,560
(c) Acres sivp end of pull froth 'fable Column
Total acres fur Interior bull (sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(pull Length [feel] X Wetted Width [feet])/ 43,56U
(c) Acres stop end of pull from 'fable Column
Total acres for Exterior pull (Suur: a + b + c)
9. MWLiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Sum all of these and this is llre total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X It Sprinklers or fulls = _ Acres
(b) Acres per Exterior Sprinkler or Pull X # Spi inklers or Pulls = ` Acz es
2 `+it( L Total Wettable Acre for field (SUM: 9a + 9b)
Wettable Acre Computational Worksheet Completed by; r9.v i� ;� % Lc Y Date:

1. Dann Number (Identification) Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System � Stationary Sprinkler/6y,f Hard -I lose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers It Interior sprinklers / # Exterior sprinklers
Number of Travel Lanes _ y T ll Interior Lanes # Exterior Lanes
5, Wetted Diameter A4,10 [feet] from field data sheet Length of pull [feet]
G. Spacing Lateral / Hydrant Spacing [feet] las percentage of wetted diameter)
,z.o ' Sprinkler spacing along lateral [feet] _,ry [as percentage of wetted diameter)
7. Sprinkler or Hydrant Layout - Multiple Laterals/llydrants
Single Lateral/Hydrant Excessively spaced Spriidders/Ilydrants
9. 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 spruilder from 'Cable Column
i9/ Acres per Exterior sprinlder from `Cable / Colunur <--
Traveler: Interior hydrant (travel lane)
(a) Acres start end of pull from 'Cable _ i-olunin
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width, [feet]) 143,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Suns: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Colunin
(b) Acres middle portion of pull
(full -Length [feet] X Wetted Width [feel])/ ,I3,5GU
(c) Acres stop end of pull from 'rabic CUIUnIn
Total acres for Exterior pull (Sunr: it + 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 fulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls - Acres
Total Wettable Acre ,for Geld (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by:

CANWY11' rvE IAULE ACRE COMPUTATIONAL NVORKSUEE I'
1. Farm Number (Identification) �L - � y y Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler/6ty hard -Bose Traveler
Center Pivot Linear -move Systeiit
4. Number of Stationary Sprinklers � 11 Interior sprinklers _ 0 Exterior sprinklers
Number of Travel Lanes 11 Interior Lanes # Exterior Lanes
S. Wetted Diameter a c) [feet] From field data sheet Length of pull [feel]
6. Spacing Lateral / Hydrant Spacing [feet] _ las percentage of welted diamelerl
ZoLO__L Spruilder spacing along lateral [feet] [as percentage of wetted diarncterl
7. Sprinkler or Hydrant Layout (Multiple LateraMlydrants
Single Lateral/Hydrant Excessively spaced upriniders/Ilydrants
S_ 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 sprinider from 'fable _L Column 13
Acres per Exterior sprinider from Table Column
1 raveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from 'fable �'olunur
(b) Acres middle portion of pull
(full 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)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width [feet])/ 113,560
(c) Acres stop erld of pull froru Table Column
Total acres for Exterior Dull (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 Geld. Sun all of these and ibis is tine total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X 11 Sprinklers or Pulls = Acres
(b) Awes per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
,L2 / Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: __7�'ffA- llate;

CAWNI.P WETTABLEACRE COMPUTATIONAL \VORKSU-I&T
l . Farm Number (Identification) Y2 you Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'hype of Irrigation System _ � Stationary Sprinkler/6wff /-lard-1 lose Traveler
Center Pivot Linear-ntove System
4- Number of Stationary Sprinklers It btterior sprinklers _ I _ # Exterior sprinklers
Number of Travel Lanes i # lntetior Lanes # Exterior Lanes
5. Wetted Diameter 2 SRO [feet] Front field data sheet Length of pull [feet]
G. Spacing _Lateral Lateral / Hydrant Spacing [feet] _ las percentage of wetted diameter]
/o2o • Spr idder spacing along lateral [feet] _ Sa [as percentage of wetted diameter)
7. Sprinkler or Hydrant Layout
Multiple Laterals/l-lydrants
Single Lateral/Hydrant Excessively spaced bprinklers/llydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based oil pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
. VFrO Acres per Exterior sprinkler from Table �_ Column
Traveler: Interior Hydraut (travel lane)
(a) Acres start end of pull from 'fable _ i1olunut
(b) Acres middle portion of pull
(full Length ifeet] X Wetted Width . [feel]) 143,560
(c) Acres slop end of pull fwn, Table Column
'total acres for Interior- Bull (Sulu: a + b + c)
Fi-aveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(full Length [feel] X Wetted Width [feet])/ 113,56U
(c) Acres stop end of pull from 'fable Column
Total acres for Exterior pull (Suet: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Bach category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X It Sprinkles or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Vulls = Acres
.5�Yl Total Wettable Acre for Geld (Sun: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: �,�y,c, i? �. Y Date:

C:AWNIP WETTABLE ACRE COMPUTATIONAL WORKSUEU
1. Pane Number (Identification) —XI - '/ 17 ` Field Number (Idenlification)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
I Type of Irrigation System _� Stationary Sprinkler%C<<N
Center Pivot
hard -I lose 'Traveler
Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers ��_ # Exterior sprinklers
Number of Travel Lanes y # Interior Lanes # Exterior Lanes
5. Wetted Diameter Z�_ [feet] From field data street Length of pull [feet]
G. Spacing _ Lateral / I lydrant Spacing [leel] _ has percentage of welted 2 divncleri
O ' Sprinkler spacing along lateral [feet] �"v [as percentage of wetted diamelerl
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants
8. Read lire irrigated area per sprinkler/travel pull for lire given wetted diameter from lire appropriate labile
and colunur based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
340 Acres per Exterior sprinkler from Table �_ Colunul
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from fable _ column
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width. [feet]) / 43,560
(c) Acres stop end of pull frorrr Table Column
Total acres for Interior pull (Sum: a + b + c)
F1'siveler: Exterior Hydrant (travel Julie)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(full Length [feel] X Wetted Width [feet])/ 43,56U
(c) Acres stop end of pull frorrr Table Column
Total acres fur Exterior pull (Surer: a + b + c)
9. MuJliply die tabulated irrigated acreage valise per sprinkler or travel pull by the number of sprinklers or pulls
of iaclr category in the field. Sulu all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X It Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinker or Pull X 0 Sprinklers or Pulls = Acr es
3 60 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Workslreet Completed by: .y,v l� L
r � Y Date:

CANYMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
I. I-arnr Number (Identification) —_Yy - s491 Field Number (ldenlificalion)
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3 'Type of Irrigation System r Stationary Sprinkler/6kfr
Center Pivot
4. Number of Stationary Sprinklers �� # Literior sprinklers _
Number of Travel Lanes It Interior Lanes _
I lard-1 lase 'Travelew
Linear -move System
0 Exterior sprinklers
# Exterior Lanes
5. Wetted Diameter Z +h [feel] From field data sheet Length of pull [feet]
G. Spacing —Lateral Lateral / H drant Spacing feel
y P g [reel] ]as percentage of welled diauucicrI
Sprinkler spacing along lateral [feet] -0 (as percentage of welled diameler]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrents
Single LateraUl-lydrant Excessively spaced Sprinklers/Ilydranls
8. head the irrigated area per sprinkler/travel pull for tlae given wetted diameter from the appropriate tabale
and culunut !rased on pattern, spacing, and sprinkler/travel lane location.
Stationary Spriuldera
3/ Acres per Interior spritWer from Table _/ Column
Acres per Exterior sprinkler from 'fable ^ Colunua
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width. [feel]) 143,560
(c) Acres stop end of pull from 'fable Column
Total acres for luterior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table _ Column
(b) Acres nuddle portion of pull
(full Length [feel] X Wetted Width [feel])/ �I3,56U
(c) Acres stop end of pull Gone 'Table Column
'Total acres for Exterior pull (Suau: n + b + c)
9. Mu4iply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each catagory in the field. Sutn 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 # SpOnklers or .fulls = Acres
..e3 Total Wettable Acre for veld (Sum: ga + 9b)
Wettable Acre Computational Worksheet Completed by: ,9,v h',x ; Lc_
— llaEe:

CANVMV WE'rFABLE ACRE COMPUTATIONAL NVORKSH91'
1. Farm Number (Identification) k Z —V 9 Field Number (Identification)_
Z. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System Stationary Sprinkler/cty I -lard -I lose Traveler
Center Pivot Linear -move SystFm
4. Number of Stationary Sprinklers # Interior sprinklers �^ # Exterior sprinklers
Number ofTravel Lanes # Inletior Lanes # Exterior Lanes
5. Wetted Diameter [feel] From field data sheet W Length of pull [feet]
6. Spacing � _ Lateral / Hydrant Spacing [feel] — Ias percentage of wetted di:uneterI
/Lo Spritzer spacing along lateral [feet] [as percentage of wetted diameter)
7. Sprinkler or Hydrant Layout I----bl�lultiple Lateralsillydrants
Single Lateral/Hydrant Excessively spaced 61 prinklers/Ilydrants
S. Rcad the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunut Lased on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
czrlx. 9 )� . 3 L ! Acres per Exterior sprinkler from Table �_ Column _C—
TravrIer: Interior hydrant (travel lane
(a) Acres start end of pull from 'fable _ 1olunun
(b) Acres middle portion of pull
(Pull Length [feel] X Wetted Width. [feet]) / 43,560
(c) Acres stop elld of pull from 'fable Column
Total acres Tor Inien•inr Irull (Sulu: a + b + c)
Traveler: Exterior hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull
(full Length [feel] X Welled Width [feet])/ 113,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sulu: 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 full X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
Total Wettable Acre for field (Sum: 9a + yb)
Wettable Acre Computational Worksheet Completed by: Date:

CAIVIVIP WE'1"TABLE ACILE COMPU"TA-FIONAL NVORKSIIEVU
1. I-artn Number (Identification) L - L/ f Field Number (Identification) L.
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
3. 'Type of Irrigation System �_ Stationary Sprinkler/4 k,r I-lard-llose'rraveler
Center Pivot Linear -move Syslenr
4. Number of Stationary Sprinklers II Interior sprinklers J # Exterior sprinklers
Number of Travel Lanes A # Interior Lanes 0 Exterior Lanes
5. Wetted Diameter Z- }Co [feet] From field data sleet Length of pupil [feet]
G. Spacing Lateral / Hydrant Spacing y p g [ feel
] jas percentage of wetter! diatncicrl
/ zo ' Sprinkler spacing along lateral [feet] 4,7o [as percentage of welter! diameter)
7. Sprinkler or Hydrant Layout Multiple Lateralstflydrants
Single Lateral/Hydrant Excessively spaced Sprinklershlydrants
8. Rcad the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinklertuavel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
Vg'I I Acres per Exterior sprinkler from 'fable _� Column S�
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table _ �olunm
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width. [feel]) 143,560
(c) Acres stop end of pull from Fable Column
Total acres for Interior pull (suit: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from fable Column
(b) Acres middle portion of pull
(full Length [feet] X Wetted Width [feet])/ 41,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sulu: a + b + c)
9. MuJtiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of Lach category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Dull X if Sprinklers or fulls = Acres
(b) Acres per Exterior Spritilder or Pull X # Sprinklers or fulls = Acres
" Total Wettable Ac:-e for field (Sum: 9a + 9b)
Wettable Acre Computational Workslreel Completed by: w r ;
�_ Date:

LA VYIVIV VVLI *I'IAULE ACltL CUl11PU'1'A'1'IONAL NVOIMSUEE'I'
l . Farm Number (Identification) z 9 Field Number (Identification) _J
2. Irritation System Designation Existing Irrigation System►
New / Expanded Irrigation System
I Type of Irrigation System Stationary Sprinkler/6tff Ilard-I lose Traveler
Center Pivot Linear -clove System
4. Number of Stationary Sprinklers It Interior sprinklers / # Exterior sprinklers
Number of'fravel Lanes /I Interior Lanes # Exterior Lanes
S. Welted Diameter Z: ` [feet] From field data sheet Length of pull [feet]
G. Spacing Lateral / Hydrant Spacing [feel] jas percentage of welled diameter)
/ ?A . Sprinkler spacing along lateral [feel] o [as percentage of welled diamelerl
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced SpriiMers/llydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and colunur based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinldcrs
Acres per Lrierior sprinkler from 'fable Colunul
3 C. s Acres per Exterior sprinkler from 'rabic _� Columu► L
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table _ i-olunur
(b) Acres middle portion of pull
( Pull Length ifeet] X Welted Width. [feet]} 143,560
(c) Acres stop end of pull farm► Table Column
Total acres for Interior Trull (Sum: a + b + c)
rr aveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from 'fable Column
(b) Acres middle portion of pull -
(Pull Length [[eet] X Wetted Width [feel))/ I3,56U
_ (c) Acres stop end of pull from "rabic Column
Total acres for Exterior bull (Surn: a + b + c) -
9. Mu[tiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of iach category in the field. Sum all of these and this is Ilse total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X 0 Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
L ')—Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 1!�L ; L Y' Dale:

Technical Specialist Certification
As a technical specialist designated by the `forth Cr Qo na SoilandWaterConservation nameCommission�ove has animal
uant towaste
NCAC 6F .0005, 1 certify that the animal waste man y Management
manageFnertt plan ilia) meets or exceeds i� azzdthe USDrds ant, pte-Natcations of the Division of ur d Resources Conservation Service Environmental
andior the
(Dl~M) as specified in 15A NCAC 2H.0.
North Carolina Soil and Water Conservation Commissione ianas appii abe. tWh le each cate;ory designates a t chn calo 15A NCAC 2H.0217 and 15A NCAC l specialist
.0005. The Following elements are included P
��, RC, LUr, technical specialist should only certify parts for whicli they a
who may sign each certification (5D, Sl, re technically competent -
II. Certification of Design
A) Collection Stora a Treatment S stem
Check the appropriate box
e--__Existina facili I without retrofit (SD orWUP) storage capability consistent with waste utilization
Storage volume is adequate for operationcapacity;
requirements.
G New ex anded or retxaitted facili (SD)
Animal waste storage and treatnient structures, such as but not limieon systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Date Work Completed:
r
Affiliation o a
T
y � /�G Ex . f� ✓.' cc
,e..,.�.s.� �d . C' .-.. f....--,r,/. C . Phone No.:l�o
Addres�ency): �� F3 2-IT
$) Hand A lication Sife (Wi3P)
The plan provides for minimum separations
hydraulic ' nutrient loading amount of land for waste utilization; chosen crop is
ates-
suitable for waste management;
3w
Name of Technical Specialist (Please Print):
�f�rfl ci /
Affiliation a �g : -� E : Work Completed:
ress ency): �. ""'�`' "� �
C . Phone No.: f■ p
Add
Date:
C) Runoff Controls from Exterior Lots
CFteck the appropriate box
Faciii without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC}
Methods to minimize the run off of pollutants fromCS ing and heavy use areas have been designed in
accordance with technical standards developed by
NR
Name of Technical Specialist (Please Print): r, G Dace Work Completed:
A�fdiation Ca a , u rr .. t ��c
Addre ,, ncy) : �-9 -� le'z. C' �.' .� f,.� ,e� C . a Phone No_: ��!-.s-s-7��
,� Date: ,i s�c�
Si
AWC .. August 1,
2

D). Application and Handling E ui orient
Check [he
approPrin[e box .
[�' Exi 'na r ex andin� Facility ��itYt esi. tirsp w to t ii aEi n e ti m n {WOP or I]
Animal waste application equipment specified in the plan. has been either feid calibrated nr evaluated in
accordance with existing design chars and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing agplicatian egniptnent can cover the area required by the plan at rates not to
exce -- e9tber the specified hydraulic or nntrient loading rates, a schedule for tixnina of applications fzas been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ New. ex d d r exi t ne f� iIi with ut xi tins wa t a licati n e ui tnent f r s ray uric tin (n
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
ew x de r xi tines f 'lit with t exi t'na w e a li i m n r lan r itt4 n n nQ
v i tin (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): Qe-vti f •%
Affiliation m •��: • - t s a. � Date ark Completed:
Address eucy}: C , Phone No.: . S z - � 6
c;n - Date:_ ?��c • I9 5 `7
E) Odor Control. Insect Control. tirinrtalit,v Mana amen[ and Emer encv Action PIan SD.
Si. WLTP. RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist. an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action PIan. Sources of both odors and
insects have been evaluated with respect to this site and Best Matnagemenz Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan- Both the
Plan are complete and can be implemented by this facility.
Mortality Management Plan and the Emergency Action
Name of Technical Specialist (Please Print): 7plyv, f
Aff li.ation �'o� E -• �f s Date Work Completed:
Address A cy). -3� ��„�.�.. •.e�• �--- C. Phone No.:
1 /►� nara• Td.c � 5'S7
F) 'Written Notice of New or Ex]2anding Swine Farah
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996, if the facility was built before .tune 21, 1996, when was it constructed or last
expanded
1(we) certify that i (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road. street, or highway from this new or expanding swine farm. The notice was
in comp',Lmce with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of iVlanager (if different from owner):
Signature: Date:
AWC -- August 1. 1997 3

III. Certification of Installation
A) Collection. Storage. Treatnrient Installation
New. expanded or retrofitted facility_ (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date.
B) Land A>alalication Site (WUP)
Check the appropriate box
Q The cropping system is in place on all land as specified in the animal waste management plan.
Cl Conditional Approval: all required land as specified lathe plan is cleared for planting; the croppinb system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (monthldaylyear); the proposed cover crop is
appropriate for compliance with the wasteutilization plan.
a Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation 41"-- 5 .c -_ Date Work Completed:
C. Phone No -:
Date: / �L! 2 _
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
1(we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan.
and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verifcadon of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification_ I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1. 1997 4
Date:
Date:

C) Runoff Controls from Exterior Lots (RC)
_ FaciIity with exterior Lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed.
Address (Agency): Phone No.:
Signature: Dale:
D) Application and Handling E ui ment Installation (WUP or Z)
Check tJte ap�Pmare block
&r Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
Animal waste applicarion and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or thud parry application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (Monthldaylyear); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Y "13•q •- e- t�-
Affiliation e'owf .rT• gf� .5e e , .,_g `Date Work Completed:
Address Agency): 36 g - c • Phone No.:
Sign Date. .
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification- 1
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management J SD SI WUP. RC or I)
Methods to control odors and insects as specified in the PIan have been installed and are operational- The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature:
lwrl . .
Date:

Please return the completed form to the :Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Non -Discharge Branch, Compliance Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

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EMERGENCY ACTION ; FLAN
PHO`E NUMBERSq­-?�'s C8
DWQ '1i- — ytr[.v6rrci��H�s; �i�s-7�3-3ss�y�
EMERGENCY NLA.NAGE:YIEN'T SYSTEM z -
SWCD -4-5' z- 7yi3_
N'RCS SF Z -
This plan will be implemented in the event that wastes from your operation are leaking.
overflowing, or running off site. You should - not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make e,'°ery effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the relesse of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to bean to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Ldakaae from flush systems. houses. solid separators -action include:
a Stop recycle pump.
b. Stop irrigation pump.
Make sure no siehon occurs.
Stop :il tlo%x- in tile !louse. ;:ugh s%stems. or solid separators.

6: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer. etc.)
a. Name:.
b. Phone:
7: Implement procedures as advised by DW'Q and technical assistance agencies to
rectifv the damaze. repair the system. and reassess the waste management plan to
keep problems with release of wastes from happening again.

Insect Control Checklist for Animal Operations
�T. So,u cc Cuuse - - 11MPS to Control Insects Site Specific Pri►dices
- Liquid Systems —�
i�l'' IIush OuUers Accumidatiou of solids Flush system is designed and operated
sufficiently to remove accuintilated solids from
guners as designed.
' Remove bridging of accunnllaled solids of
discharge
I-agoons and his Crusled 5uli�ls Maintain lagoons, settling basins and pits whe,e
pest breeding is apparent to minimize the
crusting of solids to a depth of no more Ihan b -
8 inches over more than 30% of surface.
~Fxccssive VC80alive ■ Decaying vegetation �i Maintain vegetative control along banks of
(iruwtl, lagoons and other impoundments to prevent
accumulation of decaying vegetative nailer
along water's edge on impoundment's perinteler.
Dry Systems -
cc.lci Deed Spillage f.7 Design, operate and u,air,tain feed systcius (c.g ,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
eed Sluti,ge Accumulations of feed residues
AN11C - November 11, 11996, Page 1
n Clean up spillage on it rouline basis (e.g., 7 - 10
day interval during siimmc,; 15-30 day inlc,val
during Miller), -
f-1 Reduce uloisttre accummlation wilhin and
around inunediale perincler of Iced storage
areas by insuring drainage away lium site
and/or providing adeynale containment
covered bin for brewer's grain and simifa, I,il;h
noislure grain ptoducls).
n Inspect l„r and remove or b,cak up accunu,laled
solids in fifter strips around Iced sloral,e as
needed.

Siutrce Cause BMPs to Control Insects Sile Specific Pr-aclices
Animal I lolding Areas • Accumulations of animal wastes 13 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
L1 Maintain fence rows and filter"sirips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure I landling Accumulations of animal wastes n
Systems
n
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more inlurmation convect the Cooperative Extension Service, Department of Entomology, [lox 7613, North Carolina Slate t Iniveisity,
Raleigh, NC, 27695-7613.
AhIlC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause IIM13S to Minimize Odor - Site Specific Pracliccs
Farmstead —0 Swine produclion Vegetative or wooded buffers;
Animal b-ly surfaces
I•luor Outfaces
hlduule collection pits
■ Dirty manure -covered animals
Wet nulmul'e-coverul floors
Recommended best management practices;
l; Good judgment and common sense
0, Dry floors
('Slolled floors;
R'I— Waterers located over slotted floors;
n Feeders at high end of solid floors;
n Scrape manure buildup front floors;
n Underfloor ventilation for drying
• thine; n frequent manulc removal by 1111511, pit recharge,
• pal lial Inicrobial deconlposilioll or scrape;
n Underfloor ventilation
f Vl11IlI 1I11111 ��ItallSI t:llls •
Volatile gases;
� s
Fall III:IIIIte11i111Ce;
Dust
Gflicient air movement_—
IuJoor suI faces
Dust
• Washdolvn bcltvecn groups of anin►als;
n
reed additives;
n
Feeder covers;
n
Fced delivery downspout extendels to I•ecdel
covers
Flush Iallks •
Agitation of recycled lagoon
n
Flush tank covers;
IitIuid while Winks are filling
n
lixiend fill lines to scar bottom of tanks %pith
allti-sipholl vellts -- _—J --- --
Flush alleys a
Agitation during waslewaler
n
Underfloor flush with underfloor veulilatiMl
Conveyance
Pit lechalge points •
Agilatiml of recycled lagoon
n
l xlcnd recharge lines to near borloill ofpits
liquid while pits are filling
with anti -siphon ventsf—
Hit slalions 0
Agitation during sump lank
n
Sump tank covers
tilling and drawdown
Ootsule drain colleclion a
Agitation during wastewater
n
hox covers
or junction h1►xes
conveyance
ANIOC' - NOMliber 11, 1996, Page 3

Source Cause [IMPS to Minimize Odor Site Specific Practices
End of drainpipes at Agitation during wastewater CI Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces Volatile gas enlissions; AW- Proper lagoon liquid capacity;
■ Biological mixing; Correct lagoon startup procedures;
• Agitation Minimum surface area -to -volume ratio;
�V Minimum agitation when.pumping;
Cl Mechanical aeration;
C7 Proven biological additives
Irrigation sprinkler
9 1ligh pressure agitation;
-fli-
Irrigate on dry days with little or no wind;
hurtles
6 Wind drill
Minimum recommended operating pressure;
O
Pump intake near lagoon liquid surface;
Cl
Pump from second -stage lagoon
Simagc lank or basin
• Partial microbial decomposition;
C1
Bottom or midlevel loading;
surface
Mixing while filling;
C1
Tank covers;
• Agitation when emptying
11-
Basin surface mats of solids;
O Proven biological additives or oxidants
5cillitig basin surface Parlial uti,:robial decomposition; CI Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
Agitation when emptying L7 Remove settled solids regularly
Manure, slurry or sludge Agitation when 50caling;
spreader outlets Volatile gas emissions
Ilncoveree) manure, Volatile gas emissions whi
slurry or sludge on field drying
sill faces
L-1 Soil injection of slurry/sludges;
C1 Wash residual manure from spreader after use
CI Proven biological additives or oxidants
O Soil injection of's I urry/sludges
f_1 Soil incorporation within 48 hrs.;
CJ Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead auiuud dispeesal Carcass decomposition Q Complete covering of carcasses ill bill ial pits; —
pits O Proper local ion/constfile[ ion ofclisposal piss
Inciuei;uois 0 Incomplete combustion CI Secondary slack burners
A MOC - November I I , 1996, Page 4

Sow ee--------- - ---- -....�
Cause BMPs to Mittiotize Odor Site Specific Practices
Slanding water around a Improper drainage; Grade and landscape such Ilia( water drains
facilities 0 Microbial decomposition of away from facilities
organic matter
Manuretracked onto • Poorly maintained access roads ©. Fann access road maintenance
public roads lion faro[
access
Additional Information
Swine h4annre Ivtanageutcnt ; 0M Rule/DMP Packet
Swine Prt]lluc601i Fann Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Plusli - Lagoon Treatment ; FBAE 129-88
Lagoon Design and Management for Liveslock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings; Pill-33
laivinuuncntal Assurance Program ; NPPC Manual
Options for Managing Odor; a report tom the Swine Odor Task Force
NIIUafice Concerns in Animal Manure Management: Odors anti Flies ; PROW, 1995 Conference Proceedings
Available From :
NCSI1, Counly Extension Cenler
NCSI1 - BA1:
NCSI1 - BAE
NCSI1 - BAE
NCSI1 - BAE
NCSI1 - IlAI?
NCSI I - Swine Extension
NC Poik Producers Assoc
NCSU Agri Communications
Florida Cooperative I:xlension
AM(1C - November 11, 1996, Page 5

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
ElLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
I� 71 Complete incineration according to 02 NCAC 52C .0102.
❑ 1_71 A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
I�1 ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
1� the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
,2"e V a-, �,
Signature of Farm Owner/ anager
Signature of Technical Specialist
,S/ q 67-/
Date
3/03 o
Date

Total Cal2acity of Storage La oon Structure Calculator
NOTE: Use your Lagoon Design Documentation to fill the Permit renewal table for total Design capacity, der
and redline Freeboard. This calculator is ONLYAN ESTIMATE of these entries in cases where no lagoon
design documentation exist. Using this calculator when design documentation exists is considered supplyinc
false information and any relevant penalties will be applicable.
[A] If irrigularly shaped lagoon or total depth and side slopes unknown, leave following 4 cells blank
Lagoon Length -->
223
La oon Width -->
83
Total lagoon Depth -->
9.8
Lagoon Side Slope (HorizontaVVertical) -->
3
1131 Using a Filled Lagoon Sludge Survey Form (Appendix 1 enter the following values
F. Lagoon Surface Area -->
0.425
I. At time of Sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure
at the lagoon gauge pole) --->
0
J. Determine the distance from the top of the bank to the Maximum Liquid Level --->
1.6
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (use
lagoon management plan or other lagoon records) --->
8.2
q�_ qQ (i Pi fwJ
Sic
Total lagoo
Estimated Surface Area (Squa
Bott(
Total Capacity of Storage Lagoon Structure (Cut
Design Freeboard "I
—AW—
output
le Slope
n Depth
re Feet)
)m Area
is Feet)
Redline"
3
9.8
18,509
3,974.
101,4581
19

Total Coacity of Storage Lagoon Structure Calculator
NOTE: Use your Lagoon Design Documentation to fill the Permit renewal table for total Design capacity, der
and redline Freeboard. This calculator is ONLYAN ESTIMATE of these entries in cases where no lagoon
design documentation exist. Using this calculator when design documentation exists is considered supplyinc
false information and any relevant penalties will be applicable.
[A] If irrigularly shaped lagoon or total depth and side slopes unknown, leave following 4 cells blank
La oon Len th -->
155
Lagoon Width -->
75
Total lagoon Depth -->
7.8
Lagoon Side Slope (HorizontaVVertical) -->I
1
1131 Using a Filled Lagoon Sludge Survey Form (Appendix 1), enter the following values
F, Lagoon Surface Area —>
0.15
I. At time of Sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure
at the lagoon gauge pole) --->
1.2
J. Determine the distance from the top of the bank to the Maximum Liquid Level --->
1.6
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (use
lagoon management plan or other lagoon records) --->
5
Output
Side Slope
J J Total lagoon Depth
Estimated Surface Area (Square Feet)
Jy (Y) tj -�,� Bottom Area
Total Capacity of Storage Lagoon Structure (Cubic Feet)
Design Freeboard "Redline"
—qW
7.8
11,625
8,280
77,263
19

Total Cal2acity of Storage Lagoon Structure Calculator
NOTE: Use your Lagoon Design Documentation to fill the Permit renewal table for total Design capacity, der
and redline Freeboard. This calculator is ONLY AN ESTIMATE of these entries in cases where no lagoon
design documentation exist. Using this calculator when design documentation exists is considered supplyinc
false information and any relevant penalties will be applicable.
[A] If irrigularly shaped lagoon or total depth and side slopes unknown, leave following 4 cells blank
Lagoon Length -->
68
Lagoon Width -->
80
Total lagoon Depth -->
8.4
Lagoon Side Slope (HorizontalNerticai) -->
1
B Using a Filled Lagoon Sludge Survey Form (Appendix 1 enter the following values
F. Lagoon Surface Area -->
0.124
I. At time of Sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure
at the lagoon gauge pole) --->
1.2
J. Determine the distance from the top of the bank to the Maximum Liquid Level --->
1.6
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (use
lagoon management plan or other lagoon records) --->
5.6
sil
Total lagoc
Estimated Surface Area (Sque
Bott
Total Capacity of Storage Lagoon Structure (Cut
Design Freeboard "
W i
output
le Slope
n Depth
re Feet)
)m Area
,ic Feet)
Redline"
1
8.4
5,440
3,236
36,040
19

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized applied
should be based on a soils test, but in the event that it is not practical to Obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which 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. 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.
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 overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into 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 through proper maintenance and
water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (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.
a The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
Don not pump the lagoon liquid level lower than 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.
y Maintain strict vegetation, rodent, and varmint control near lagoon edges.
+ Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

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

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