310031_Application_20240311

�d,p.SrAlr o
ROY COOPER E
Governor 'Y 1-
1
ELIZABETH S.BISER '• y
Secrera,+
RICHARD E.ROGERS,JR. NORTH CAROLiNA
Director Environmental Quality
February 12,2024
E&L Properties of Dudley NC LLC
Rose Brothers Farm
730 Emmaus Church Rd
Dudley.NC 28333
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Perrnittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits.
which expire on September 30. 2024. In order to ensure Your continued coverage under the State \on-Discharge General
Permits You must submit an application for permit coverage to the Division of Water Resources(D%k R)b% April 3 2024
Enclosed %ou %Sill find a "Request for Certificate of Coverage for Facilit\ Currently Covered hN an Expiring State
Non-Discharge General Permit."The application form must be completed, signed b\ the Permittee,and returned to the DWR by
April 3.2024.
Hailing address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh.North Carolina 27699 1636
Email:animal.operations(ydeq.nc.goy
phone:[phone]
Please note that you mint include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed apmlication form. A list of items included in the CAWMP can be found on vase 2 of the renewal
application form.
Failure to request renewal of your coverage u• '�!r a general permit within the time F:r cified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to S25,000 per day.
Copies of the animal waste operation State lion-Discharge General Permits are available at
www.deu.nc.gov:aninlalDcrmia2024.General permits%am be requasted by writing to the address above.
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 919-707-9129.
Sincerer.
Michael Pjetmj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Lvpiring State\on-Discharge
General Permit
�orriCaroli><aDkp�rtmEnl�tEa+rnacealElQnEhr. Dn1:uo�fltuerFk:�urk:
51:XortY Sali:lan :rrkki 1535\(EIt=ER L'k C Eater r Elezh xtL C EnhaE:-�ii1335
91)-)-91:;

State of North Carolina
Department of Environmental (duality
Division of Vlater Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30. 2024.the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, 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 3,2024.
Please do not leave any question unanswered. Please verify all information and make ant' necessary corrections below.
-1 pplic ution must be signed and dated kv the Permittee-
1. Certificate Of Coverage Number: AWS310031
2. Facility Name: Rose Brothers Farrar
3. Petmittee's Name(same as on the Waste Management Plan) UL Properties of Dudley NC LLC
4. Permittee's Mailing Address: 730 Emmaus church Rd
City: Dudley. State: NC Zip: 2833
Telephone Number: 919-222-8080 Ext. E-mail:
5. Facility's Physical Address: 877 Garner Chanel Rd
City: 'Mount Olive State: IC Zip: 283656152
6. County where Facility is located: QMR in
7. Farm Manager's Name(if different from Landowner):
S. Farm Manager's telephone number(include area code):
l7I/l�r ►LC-
9. Integrator's Name(if there is not an Integrator,write"None"): E.
10. Operator Name(OIC): Cecil R.Rose Phone No.: 919-738-6562 OIC#: 1 7
1 I. Lessee's Name(if there is not a Lessee,write"None"): hhw
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6.400
Operation Tunes:
,iaw (atilt Dn Poulin Other 7Nnes
Wean to Finish Dairy Calf Non Lay ing Chicken% I lorses-I lorses
Wean to Feeder Dairy Heifer La%ing Chickens Horses-Other
Farrow to Finish Milk C'ow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean beef Stocker Calf Turke-, Pullet
Farrow to Feeder Heel'Feeder
Hoar/Stud Beef Broad Cow %%ct Poultn
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons.Digesters and Waste Storage Ponds(WSP):(FillA'erify the following information.
Make all necessary corrections and provide missing data.)
Structure T}pc lstimated Liner I%pc Fstimated Design Freeboard
Structure (Lagooa%Digester Date (flax.S%nitmic. Capacity Surface Area "Redline"
Name WSP) Built IInkno%%n) (C uhic[eel) (Square 1-cen (Inches)
p1 I.agoon 5'101994 156.299.00 25.000.00 19.00
#2 Lagw)n 5/10,1994 151.7 34.00 24.000.01) 19.00
Submit one (1) copy of the Certified Animal %haste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10('(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
I. The most recent Waste utilization Plan(WUP),signed by the owner and a certified technical specialist.coniamin_g:
a. The method by which waste is applied to the disposal fields(e.g. irrigation. injection.etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on even land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the NVI!P
f. The maximum PAN to be applied to every land application field
g. The waste application windows for even•crop utilized in the 1k7uP
h. The required NRCS Standard specifications
2. A site map schematic
3. Emergency.Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method rioted-use the enclosed updated Mortality Control Checklist
7. Lagoon storage pond capacitq 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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. l 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to S25.000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than S10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Perm itteetandowner,Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): k I J Title:
Signature: _ Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: __ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animal.operations(a�deq.nc.gov
NCDEQ-DNN R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 276"-1636

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
�. Wednesday,August 16,2017 Updated. 411112018
Producer: E&L Properties of Dudley, NC,LLC.
Farris Name : Rose Brothers
730 Emmaus church Road
Dudley,NC 28333
Telephone#: [phone]BO
Type of Operation : Wean to Feeder Swine
Number of Animals: 6400 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6400 pigs X 0.4 tons wastelpigslyear=2560 tons
�- AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6400 pigs X 0.48 lbs PAN/pigs/year=3072 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The fallowing acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT - CROP YIELD LBS AW COMM 7 RES LBS7�W�PLTB.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
72207 A UTRYVILLE ALL BH 5.5 2751 01 2.43 668 MAR-SEPT
72207 A UTRYVILLEALL SG i 5D 0 2.43 122 SEP-APR
72207 1~ B �AUTRYVILLE ALL BH 5.5 275 01 2.6 715 MAR-SEPT
72207 B UTRYVILLE ALL SG 11 50 01 2.6 130 SEP-APR
72207 C AUTRYVILLE ALL BH 5.51 275 Oj 1.56 429 MAR-SEPT
72207 C AUTRYVILLEALL SG 11 50 01 1.56 781 SEP-APR
72207 D UTRYVILLE ALL BH 5.51 275 01 1.56 429 MAR-SEPT
72207 D AUTRMLLE ALL SG 1 50 OI 1.56 78 SEP-APR
360E E AUTRYVILLE ALL BH 5.5 275 01 2.47 679 MAR-SEPT
3608 E AUTRYVILLEALL SG 1 50 0 2.47 124 SEP-APR
36O8 P AUTRYVILLE ALL BH 5.5 2751 0 2.51 69D MAR-SEPT
3608 F UTRYVILLE ALL SG 1 501 0 2.51 126 SEP-APR
3608 G UTRYVILLE ALL BH 5.5 275; 0 2.96 814 MAR-SEPT
3608 G UTRYVILLE ALL SG 1 501 0 2.96 148 SEP-APR
TOTALS: 6229.25
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zane Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
i
Page 2

r
TABLE 2:ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 9 and 2 above:
CROP CODE CROP UNITS LBS NJUNiT
BH HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
Page 3

TOTALS FROM TABLES'I AND 2
ACRES LBS AW
N USED
TOTALS: I 16.091 5,229
AMOUNT OF N PRODUCED: 3,072
" BALANCE -2,157
**A This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields fisted may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 486.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(inlhr) AMT(Inches)
3608 --E,-F,-G AUTRYVILLEALL SG 0.60 '1
3608 E,F,G UTRYVILLE ALL BH 0.£0 '1
72207 -s,-C,-D ALI ILLEALL SG 0.60 '1
72207 A,B,C,D UTRYVILLE ALL Bli 0.60 '1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
This WUP was amended in the month of August due to the growers adding additional land to
this WUP and removing pulls. Fields 1,2,3,and 4 pulls 1 thru 16 were removed and New Pulls
A,B,C,D,E,F, and G were added. Additional land was cleared with a non-wetland
Determination was approved with Field 7 Tract 72207. All new pulls will be sprigged with
coastal bermuda hay and overseeded.A new wettable determination was approved by Jim
Lynch(Certified Irrigation Designer) all all information was sent to Raleigh.
This WUP was amended to reflect on 4111/18 to reflect the purchase of farm by Shawn
Mitchell. All information was provided by Grower and from last updated WUP
Page 5

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

and from any perennial stream or river(other that 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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right- of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). if needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*1 B. 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 as a preemergence with no other 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 fpr 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
pp .
usted for
shall be used when these metals approach excessive levels. pH shall be adjusted
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) 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 Department of
Page 7

NAME OF FARM: Rose Brothers
OWNER 1 MANAGER AGREEMENT
} I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. l (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan-and a new certification to be submitted to DEM before the new animals are stocked.
1 (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILI E &L Properties of Dudley, NC, LLC.
SiGNATUR DATE: -ff ff
NAME OF MANAGER(if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
�. ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
(9'19) 73 - 406
SIGNATURE: DATE:
r
Page 9

Z
#Y,`
Al m
co m
L cc$ t GCL IL
Q
O U U
0 v Z Z Z m �� uA� ,4�'` N 0 0
N N o c cmm
N J 11w WwW� wt"'u z a oo m'D
Lfl �5 �=22 =2 lQ
0 SZZDDZZ ZD � (� o L6
y L 'l g D
�' Ntn � � o m _Jay m Q=? moo?
i oo0im m o 0 0q y r�J eV fV [� (�j = E o a o $
Q I"rl— a— Ch1-LL] ON U� .1Y 1+ �i _ a U Z � c
O J rN cct-Trvcn 0 N C m •D ■ � $
N � �r r r �
am
� W
E 7 a
m
f T W
_ m
U m m
m m—
m �O
_ � C•a
0.
D1
W
m
m
� o m
m
c m c
m
m C
• C 0.2
} - L
tm
3 m C
m
tJ
" � T
m
- _ W m r
EO
D G
`�- •c�-sue.. -. .-•.s'.__ a
a'x' �� '•�-�. C m
�i iW � Dlz
-.,t "ems '+•-:-ti. m m�
Q.
E� m
CL
CL
IL
' C
� Z q Q c f�CD

United States Sall
Oeoarrnent at Conasrv:lion
AgiCUttUre Service
i
I
CP ERATOR: T�G R6!�7E
I
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and -walk over the
site to explain all flags and markings. It is important that everyone
undr=rstand what is•expecte� so that final construction meets plans and
specification and the job can be certified for payment
is involved). (if cost-sharing
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is- RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
t rea tmen« t�l'a oon. -
The actual amount of material required for pads and dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. I.f additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
l� location of borrow area. ,
NOTE: Oesign Requirement: fEg6yG ?cu.Ft. = cu. ds.
--- Y
Estimate of ixcavation: cu.ft. 5f �cu.yds.
Estimate of rod Dike: __.cu.ft. pl3,7 cu-yds.
Rat ion
Job Class = 2Z'A�1RIL9el
01a to #
Designed By ���L.�
N e
Design Approval
t Name
i
Date
7r#SO'�On7..•ibOn-5�nrrC� t
�.7.r bn�nl Jf A�hCultpr�
i
I

�—:rator:T&C Rose 1 County: Duplin Date: 04/22/94
Distance to nearest residence (other than owner) : 2600.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. -- 0 lbs
0 sows (.farrow to feeder) x 522 lbs. - 0 lbs
0 head ( finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. -- 0 lbs
3200 head wean to feeder x 30 lbs. - 96000 lbs
Describe other 0
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
„LP,���o�la���z c�Eacct�,►� r����v��rt-������� c
Volume = 0.0 cubic feet w�u_ REpr!�+lE StuDG t1 'p T�.''
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 125.0
Inside top width (feet)------------------------ 200.0
Top of dike elevation ( feet)------------------ 51.0
Bottom of lagoon elevation (feet)------------ 39.0
Freeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3. 0 119.0 194.0 11.0
AREA OF TOP
LENGTH * WIDTH =
119.0 194.0 23086 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
53.0 128. 0 6784 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
86.0 161.0 55384 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP f (4*AREA MIDSECTION) t AREA BOTTOM] * DEPTH/6
23086.0 55384.0 6784.0 1.8
Total Designed Volume Available = 156299 CU. FT.

1
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
125.0 200.0 25000.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 25000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14583.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 14583 cubic feet
5D. 15625 cubic feet
TOTAL 53652 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall__________________> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes==-===_===__-^^__________________> 3.0 : 1
Inside top length=====-----------____________> 125.0 feet
Inside top width============================> 200.0 feet
Top of dike elevation=======================> 51.0 feet
Bottom of lagoon elevation==================> 39.0 feet
Total required volume=======================> 149652 cu. ft.
Actual design volume=W====__________________> 156299 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42.4 feet
Stop pumping elev.______________--_--____---_> 47.2 feet
Must be > or = to the SHWT elev.==========> 42.4 feet
Must be > or = to min. req. treatment el.=> 45.0 feet
Required minimum treatment volume===========> 96000 cu. ft.
Volume at stop pumping elevation============> 98757 cu. ft.
Start pumping 49.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 140674 cu. ft.
Volume at start pumping elevation===========> 140595 cu. ft.
Required volume to be pumped================> 38027 cu. ft.
Actual volume planned to be pumped==========> 41838 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: �� �. {�,.• APPROVED BY:
DATE: 1'' DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: /)ff, WiU AiVe, l PP'z'=l�: '�Il�aft ,i'1tt.E7rl�+lzld I�l. ti!

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
�. FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roats, • brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material _is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
�. in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When the drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of' slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
�. 180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation_ Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at-the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. it is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.3 as marked-by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 38027 cubic feet or
284443 gallons.
r
f

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 3. TO
MARCH 30
0.0 LBS. RYE GRAIN AT 3.0 LBS./ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES:
APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING
DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
0 FERTILIZER 1000 LBS. ACRE
2000. 0 LBS. OF 10-10 �. ( / )
4. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

d
LF
L
2 N
O -
J N
t S
w
r+ Fz
c �
nr rS.•r;'rj•'i•��
...• r
✓ n n,:
LLI
� r' I I r+ ✓ .+ ...jr.ir.gin: r.�. 3
✓ Y Y Y y ✓ ✓ n..r..+�.+r•. �
✓ Y Y Y ✓ Y ✓
� •r �. Y Y Y Y .�
I I � r y •ti
0+ Ir
y ✓ y r r _
C i J �•r i YY, ¢ U .•+
O y rlb
r
i•` L CDE
-.a
to
cc
ca Q
y R 0 6]
_ M O
O
d U =1 Qr
3 0— 0.
F R CD m Crs F 'd(1\F
Ot
Z L O jLV
w 16
CFi- QF 4,A r- E
'ra 3 A i5 •.+ G�•.+ Z
0i6Ev'Q0C4, �
RAZ.01P41iCtoISNI R
CS) CD v
C 41
co coW m CD 0 m CD
41 1? Ln to RO' V, I V 4 M �
L
C 3
Qr d
w �
L
0

Site Balance Report
Grid cell size: 2.47 by 2. 49
Original drawing scale: 100. 00 ft/in
Project: T & C Rose 1
Drawing: Drawing 1
Number: GHF052
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: Tom & Cecil Rose
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/22/94 Time: 14:09:08
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fall shrink/swell percent: 25. 00 Cut shrink/swell percent: 0.00
"Proposed" raised by 1.000 feet
delta Cut Fill Cut - Fill
0.000 5996.32 1626.79 4369.53
1.000 5184.04 4296.56 887.48
Raise "Proposed" by 1.000 feet.
i
�: I

Total Volumes by Project
(combined volumes for each drawing)
Project: T & C Rose 1
Drawing: Drawing 1
Number: GHF052
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: Tom & Cecil Rose
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/22/94 Time: 1.4:11:39
Drawing: Drawing 1
Grid cell size: 2.47 by 2.49 Original drawing scale: 100.00 ft/in
Expanded Expanded
CUT FILL CUT I FILL
------------------------------------------
Balanced 5184.041 3437.241 5184.041 4296.56
Existing 1 ( 0.00%) ( 25.00%)
:------------------------------------------------------------------ ----------
1 1746.801 1 887.48-
Project: T & C Rose 1
Expanded Expanded
I CUT FILL CUT FILL
--------------------------------..__.,--------------------________----------------
Project Totals: 5184.041 3437.241 5184.041 4296.56
Average Shrink/Swell Percent I ( 0.00%) ( 25.00%)
-----------------------------------_...._----- -
Project Net: 1 1746.801 j 887.481
I

Unrled Stales Sad
DeoaRmen[ of Conaervallon
Agficulturs S4rvica
GP ERATOR r St FM5F �2
' f
?lease review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
ycur contractor, and Soil Conservation Service personnel are in agreement
as 'to how the waste lagoon is to be constructed, The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is-expected so that final construction meets plans and
speciflcatlon and the job can be certified for
a meet if P Y cost sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is- RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment- l lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
possible. I,f additional material Is required after construction is complete
on the lagoon, the contractor and' owner will negotiate on the price and
location of borrow area. .
NOTE: Design Acquirement: 14$r 4 eu.fr, _ � �cu,yds.
Estimate of Excavation: �rcu.ft. = rOts cu_yds.
117-
Estimate or Pad L Dike: W� cu.ft. _ cu.yds.
' Ration
,lob Class IT
Date
Designed By
me
Design Approval
I Name
Date
O gin• �O�(r On7�rv�lrOr1$�hrG•
-i in ar,Rncy al:no
�.7.r•ts�ni OI 4�r.[uQur�
r

�;rator:T&C Rose 2 County: Duplin Date: 04/21/94
Distance to nearest residence (other than owner) : 1600.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other : 0
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF) /Ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume -- 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 160.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation ( feet)------------ 38.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 ; 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3. 0 3.0 154.0 144.0 11.0
AREA OF TOP
LENGTH * WIDTH =
154.0 144.0 22176 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
88.0 78.0 6864 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
121.0 111.0 53724 (AREA OF MIDSECTION * 4)
(� CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH l
22176.0 153724.0 6864.0 1.8
Total Designed Volume Available = 151734 CU. FT.

4 TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 150.0 24000. 0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
�. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall, exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0' in * DA / 12 inches per foot
Volume = 14000.0 cubic feet

i
Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 14000 cubic feet
5D, 15000 cubic feet
TOTAL 52444 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall=====_-___ == => 7.5 inches
1.0 feet
Side slopes___________ _____________________> 160.0 feet
Inside to len th===--=
Ins P g --- ===> 150.0 feet
Inside top width=______________ +^____ _> 50.0 feet
Top of dike elevation=- _________________> 38.0 feet
'on=
evata.
Bottom of lagoon el ------ *
_ -- ______________> 148444 cu. ft.
Total required volume--===_--_=-" - -_-_----> 151734 cu. ft.
Actual design volume=====_____======= __> 1734 feet
Seasonal high watertable elevation-(SHWT)=-_> 41.2 feet
stop pumping elev.====___==___==_---_--- --
Must be > or = to the SHWT elev.==---___-_> 41.2 feet
Must be > or = to min. req. treatment el.=> 44.0 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 96387 cu. ft.
-------- -------- -_> 48.3° feet *
Start pumping elev.==______________________
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 136734 cu. ft.
Volume at start pumping elevation=====______> 136645 cu. ft.
> 37444 cu. ft.
Required volume to be pumped=====_=____==___> 40258 cu, ft.
Actual volume planned to be pumped=====_____
Min. thickness of soil liner when required==> 1.8 feet
f
7. DESIGNED BY: APPROVED BY:
DATE: Z L,!fir DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
I
1 ��
COMMENTS: G� �d1L{ �r�'GtI �kpV "YrZ7 YlG�rlb: trtr:'ll�i�t1 rlijtf
I

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
�— fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation_ Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all tames. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 37444 cubic feet or
280080 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION_
_
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
5 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre--feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(racks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike.. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

NG-S38 U.S. DEPARTMENT OF hC�FiICULTURE
SCS-E
Rev. NG SOIL CONSERVATION SCRVICE
-70
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME T° rP G 1 K� L I?ISTRICT
BATE , �-0�'�13 COUNTY
S. C.S. PHOTO STIEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SK TCIJ OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approz scale 1"= feet)
Locate reference point an center line of dam and ldentifp on sketch.
k"
SHOW BORING NUMBER AND PROFILE
DEPTII Makc and list dam-site and spttlwav borings first-then ponded area and borrow pit borings-stparate with vertical rod line.
(Continued on back where neccuarY) show water table elevations on dam-site borings.
,�a50ral SCALE 1 2 -1 3 4 b, ' 6 ? 8 9 10 11 12 13 14 I5 16 i7 I8 I9 20
— 21 22 23
„ 1J & 2
'"I Sm
3 A c
,�,T Sr-
5-� sc. M- G ..� AI P"411,d
?
LJL
'p�
O^f
1� has gC_
BORINGS MADE BY SIGNATURE & TITLE

_ _ .t .�,f y.. .. 'i,:,p�. G R�y�.t:'ay- ar ayl+rq,,,•
.,.�a e• .+d.�"# •".f`J i.:4�, i• • ..3� !' ' p,s' I.:t 7`'••., y,^'' !','Fr.
,t•�;.�;a'vS'4,:: ;, :Tq.;-.:�J,•r:T.. iF;•L7ti�', '.* t.5`�x'�..�'►�••�^`' .:: �' fs t•. � �+•' '�v ),
mlt cif.r•,•-j;•iu_ , •:':.+i•^.�'r,- �' sj. .:i. .�•'. ,y y:a, +. ai:''tin
.'�'•'iT:ir. w'Y,l.'.+...,l1_7;�f':t•i,,+•�-•• �'.e ,.>:,l'lfT�� •'i _/'•{ tl.'sr.r+�.r•� �f.• tl! st.i�.�F•+'y+.Z- �'�+�+�
Ili
���..+,�', A � SFtr r' -Yr '!+ �.,`•'�.G:
>••. 1. ;' -'i t ,.;ei: ,:,���� � ?�!'. '";'::,,t,.•l+�• .kii; ::";ri.": -;':-: ' 4 , ,• ai '= II�FFr."', :1r"�1�ft•r..•';.�,'�,s ' !r'q• � h`•t•. f.il•t•:.:.:,'Y�
iii:f^"�+ry'.a4�-fy. h ! r- �t� },`'h*, ,$"!;�•y'
°� t z• X T`s.:�i.1't`t�• a: •:i�' '-.,�,i: .i;..~n�v z:. Ay+ at t,%y •r:, ,.k 3 �,�Y',; 5,.r asd.,.t> � ,.: �};. ."S C`� � _�r�ta',•.��.' ✓. ,:a�^"-s�iY_,i,•' ,F-u'-�?$ 5�.�.ii�:.�. ..� :'!�'•�z � T� •t�t.1"�',,S �..^,> �
�S L� � '•fs ,��,., +��r,^': �, a*�',+.: .�>,..<I'�,..rV S!:�t�.�A.:t�:�.+. � 1. 4• { �r N'^' i,�'.•� .r��. ��S:f73ty �i •,'
(,,f,,,,,��••t'r•'i, ?`.�Tf4"-� /-!: TT" a. Y�1• + _iu�'„frr•;+t l��.ir�r..:1.'6r1•:�1y.i:L•.u`• :'j-•'�s; 4 i y �•,,�t 1.�.
' i_s; !.+-a :;{i P,�•"i•? �.•>:•, s�••�•' ^;• '.r� ,+�.r'{ .ar.3.•.nF;;.,, yt'r.,: r ..0 ir+}f'rr6'i„s,r ,:;F�t'r.��(• ••�: 1+
J.
3a7y.�' ✓N •S'. i.f f d F,'.}'_ ,yr�',;. {,.%`•,'r' -!:•.Iti".'.,.•>; ..'': �', ./,'Y> 1,.�[.•r ?•
1 .ir•Lo „} i i >''t. r'..'':iii'.Egg��,,z,4�!iii'�-!`_ :':.- :, .. �i}.ir` .t: r ��, �r+ +i:
•.•~tl�.'.-• ~� _ ii'a��i: :.s• !;?.�'` '' �, %+r,'.'•;�:•a%•i�f`)'J'�.: a i'i•:-z';:i,�,'•�'�r. ":i'`�:-C..'.•• ,T,�, ft, L.. n s'+� ,t)yam +$p, •, : .t•'••`kj!"-' � n,� ]y� Y �-. t:: . r�^., .�' 'lf !�
-'! 'Y,>'!�•5'f!�S S _,., -'.,;I.,I,:.:s ,.• '7i'^s."'a (.:•:9�1;".•'ry lj'' �F: :-:. w'.w3xY �. �t' .}::is":'�• �++
.4 •�r. i,.�•: y .f`q .+"..c.-'•-'�'r^`++`- ` 1.'�r i i.� Y�r"rf'Y •:�'`
;.r' t ,�•�•• .I%:• _'f r,.:tK!: 1•'w'i-ui`>,w►..a,. •�' :2 �'` 5
�`' •: rc<R'j -,;;<-.i!` ' ,. Y•a ii � /'";•r:'- ''Y•:�.,• !f%• :` 1•t •+ 'ir. {Y.I�:! `t•�.•• S it�i•C�jeRll!:e�'.>`....• '�"L•.N"Y�y" R.. -.r,,•
t 1: ,e r'r r'S -�:''F�:•� ,.a l?�c�>. r,:�-I-4�' +�.ti Y..� ,,�•n'.r ro• s. nT.�p� ,i �+
,. ij - :,�..N'I
i �if-I, l � .:sr-`s•°�=',' .,: 't•�l-r iy,��; _.S�'i_ ,.�����5,c3+'^f,'r,1h{• �� +�''�'Pl .•'_7P37'?.4 •' �' _ t Ks•.l"�r,,�'i.;,yr:
1 D.?tr;+n.;,lx'�1," •„ r!4 ra f :i;., r. f:t. a�S?•.• -t'i i>s` r [r� 1' ,{:.s. ;r?.'.•`
•'�S�F"'1t1{Tt "\ '9�Y `1.•<• :U� l� .,�. i.�rh'+ :w9"r: at:'�i. �r •`•`!'S�YS�,,j,�e�a'C����-�'y'wj.. =��.ire
�,' � h�' ,?�' �?�. C'} `�;Fi/r_i* •amyl,s!�.� •�'•�„ .�s1.'1�,�E 2t, �' ��,,>�;i�5t�=r1 �i 1..._'l%j-•�'t' r.. "'^}:t..t�ia�•T"�`-p.�. .q�'J•- !
���fN ��*.n7t��\'• •� � • '�i r' ,y +;�.,.'Y.�� ��•.r'�.''.• =�r'�C�i'"�, -Y�7 ya`'y,`E i��sx, t'yt•'J _.
!;,5f�Y5' r"Gr � •: a. t �, r'�'•yy�.p(,�'�^� '''�t- �T "_ Y' i, S� .f. 1•
`r"�', l'� � :'1'wa f" t'.M y;.�' '.•.'^;.,,.' rtr-' '�~ £r-> -.�r�'_'..�5 + y _�,j�'���+�.�,'" .,7•+{^ ri
�y `�V r�r .0�. -r - }�,•Ty{••.G. _ f f��'C ,![y R." '.�•
u_-J�' `�'�3. _.tit•+i Y r6Y F/>i � 4 i 5i:k � ,-,!!.:f}r• Y.. i>`l.r tSr
,,��y ': - K• H- ,�',a'- 3 :q%n. ,!, x -eJ•=ir as .�:!'^.�
�r,,'l�!..i.' �l,'+ r�"' rr�' r +�g�V.0 ,�> t ., '�,•n• � ��< k�•-�,'r``• 2'� �+.."$Y._ {��FiF��� .k;%
�
Vi
'�}JCS,,'-,.'1'��,s....N: �'. � r' _ R` �' '•-.��#•���4i '}•3
?a aYt�' r'+.r.� h. rn: .. "F� ° s ��rrrr, 5.
r <.^ a..3 ,.r „fe �i� ,.* '_C- ty .ar-
•s •e+ 'i--��s. �,�5,"ir�w...,.,i. 5 �-Tt.'yf�,f�,+ �•Z �44'.1'' .,,i�'i'.�iir�`.-i?t�s.•.y. .�y'�S"G "^ .-.-(`r:}''�`r'A
;�� � ;, !,�1 r �Z � �r Y T ! ,14Y,3� {:r •�+�;L, �i`,.a'r,�`,�•,Y�,�y�%�,'�t;�'i^^s�•f'.�:.li.ir :�d�`6��'=:'c',�•y6'�1•5�• `��::•''t;Rr��,4:, �r _,!+I:
r?t s un v� i j +� d �+��rf r rtif3 r�•tSL rE�. 1' G�" I'\ t: ��4 it i( x
!' •i,r, t 1 'i '•r-d c_ t 'yam y,.�
..kr. .s
^+' 1,r+', •' ,7� 3-'!., -54"v.._t11 ._.s..f. 9- t. T.".- v, `ter a=• ,��g"yc'
..':� �``::}�' a.J � + -� ,+•"a'• � are.- '�'•rr-'�!. •i.� Z, t.. t,.t.•7 xs;;��r. ..X ...y.;
"ati. ,,�r� -r�` r_,,'� ii=i••:w>�-� �� is•s a dR+b� �. .+• x. l�•' +S' c
�'` - •fil�r•. ���L �S :�l�.,y-•,, .�F� • �CG"s�••"` l+:Ik�.t l.'%a-!wS �e'.� '1�5>f���ti,":7,. t."^a��r'�` ,t�. �'�'.
' S- �ft:.✓.�i:�+krt`' Z t1- 3 a•i'' S. ,."i �.'. ! {..
;�'�_�1 pti•' �'k �i!•'R. -rw; ,,•1� �'�� � -s."{�:i�.+�5��1���x.r�r.�rw-.' r''�."a�`�=CS>'{y:., '!��,1!'1 •u;
k•� x ���; -. � ''."` .`•�`r� ,�;. '��M� s� rY,,•r ii;' � ;..>ti y� y,�^�F.�r� � r •Y''X�+. �.�•T>y'�'�`'
�Frp., j •1 � �,� ,:ti?. ~:•\�5!l; =Y�.,✓ `YF iL T=F�u� �,].1,.'IL 4i?'`�+I�'. `.'' R`" ':tJ'�• :`�`i, 'r�:',�s
'P." R ., '1. w'"`,t-y-•,• •: _ 1P �-i-�t�'.L �'L
_S7r�, ' 44''q+� .. y, c% .i•�.�i�r +� xi�t
{) ',.3- �,,. r .\` „k,•+. 1 r .�� 9'� t, �• �Plji�a' p •�:}'an Y .t �� wl
1 =n.{:r _ .T-"*` ,i�+"y�4�= •� i •'rr fr ny � C. i$�„�iYtl• `", " {;. k f
Or
? Y�•r,�'4'�.•''Yi'•- fi .,. w, (;p�• 'x •F ` �.-^
ii�y, r R S'"� ra •�� � •Ya1 '+ x'na? 3•t�f ,•.. r�r,� itr;. ,'r,R .'•i_de'.
♦ �'', i t It cG�- � r,,.,t'•'I'Sw Ike
.: ..
' � ;` � \` :-•l,7 �y'>r^�:r�k• a'wt[",'(�•ii�nc�4:sk�•y�'C.a�•.> b` 'f ,S �7::t�3sa:y,��+r��'t�Le crt x
`,'7:.
r'�`%!J -`"w.�
RP
�•rw%•?�.a� t'I' ��':-•s �aw ,s�'��r •r�`ra.�X
�14r',e:l t.' �- •'7''•?4.• �y fY �`•-�✓'• FIT
r+> rri !r (•z �' 'ls�{Y` 1 ` � ••f'lt'Ss'i
�.�fi•',...: .•'!� c'�: •?% F3:• !, e;
F' I . �:." "•�aeh.. P: N:'. .}' Asti. '£a
Pr�P,,'lt",".(A? � 1 s"�: •!a �-?^-•� �' `4i�^s��,� ,[ MAP
�?, ,'� ,�,.•!. 1 't ,7- Yy �:_'�=rf''�1 fkTx�i'•i ' '.-z1L4ti. ''^'`•T. 1•*rr{
�a S •/-�a'`' -, �•, yam,, ,�`,�
.! ^•'�"-}•;- � 3 ry ,y,, f ryryr. •�"?q;.s`P�2` � rt attr�:�'�''•�fY kr$.y,,,#-n .�"�n
�. (( T - �rti b �, •�•-,�: Cd�:r•s` ',�ii' 3,+•r•:•,,••>, Ih{' '\��' I;t r:S.:'Ai:. ,j•t�(2�, +j j� '�i r
� _ "•��' . ..+s � S�� w�,,,��.+{���.-�,x= 'Yt,�,,,rL���Jf.�}.,.�•t�=i.� ;4'�,y4':1�,,���'-��� h�14� 1
t•, a_ +■■■ �.� •-r'1/4L�hI�, F- l
L.J�:, , .'��.''••'.•l•1 • , i t `'A_ •L+ty��.'•,V'•#'Ji�rZtF �Sf ,r f.C:• -'+'`P•• 's�, N \Sr• .�
St •;.• , ,ro: 1' ��''[[ d c117*:.• off,... \��+.F;1- '1?fir, I�ir.{srs5••r�. �„',•�`sa�v' }1;3:
j!y r. •K'Str ,v4'rftl'r �` . \fti:ti..T:es4'J' ; t�`N'♦�. ,t��• 2° +"� �•t'i�"7C'` ', c. ih-.
!nf}r� I „{� ;[.Y`•+: „�.�•`.dJ y!Ti . y r s.^''x,.M:s r." '�-.,•„+ 5,`�a=�`' ,' tt; �••z y�V '' '�+J _t_,
'YYs�,a4�t. 1kw( 'y;(?yt={' +rs+ /_} ^-1 "C '
r tr+r17r-ti ' ',f`'.'Y-,f`..' •^y, , �-f MR..i•�" �r�_4F�r9�'
'� I�.;�f.e`��#�^�'.•i'xY,7 'L"..�''�`�ii�$�,Y�'.,,1VY•y4,�' £,�'« _er�x's�Y�.. G� � tt _t1�AT�f..14 .^ "`.-a.^'•'.lt'��.
� +•+i;`'r?,'a;_ s' w. .. �?Yr T.�4.k;}iiF:rir`:9`�:; ••�• ` A'--,�,�vl�g-.-�� !! G��`•%'+ - ' �I, . t,'�'�•fi
, - '���y°. k� ,�� ?'YA:, !yam �- r.. +Y�N.'s"Jr:Y�•tl;%i+�. a s.,j,:"e:.��v 7# "*aF ys_&%1. 1�=+'NII. i:: •a_. �' ' "+
�;.i•!•±•'"•7-�'�.- -'' v, �� v+ ..K t. ^e.t : .�'�,a •1i;7�+�'._.r.}}t�7 l t�t',t�ji; �a 'E'?.�' /'�,r� t.!\� Ni ,.
,;•G;ir:•r7a_>w•,,,' ,,sr w. a �+}�, [ .r :r�_ ,G3�;.E:?'.t.a.i+GWr�Lj:L,S° a.,,;, ^+s". 'i' e�• �
,..y} krY�,TS'(•.gw •r y7r{:.. '. ;�k�l��( ",.�w 411 �+� C Mr }.l \,. F �� r`.i�.: `� R
,+�24 i IFir ice + '.,. 'fG,'eF;Y L� .Y•.',„<!.•s.'•i ,., ,y {x ✓t;: ,/
..; '-� 1 Aye `•�.P �,�"'Y-,. <' •.'J, y � 'ST •
' xi :�^^`=r ,low �!'f ,, _�,-{ :�n.. � ' r.'re• ; .7u,.''F',_ •;y:,rl; .ra;:{•,y• f :- ,a: 4"r '♦)•,if. I� �` \�`: t'p�.
' � y:'3.:••C:. �` �.'v''�w `• `k••F '9��F•!^pWRf�Y��`{+r�r�y�`'� cam. aE�isyf'� i....''.:wN`..�5 x%•iv:
Ky_ ':'ri• � X _ ` rj0-1ai '.r� �',�!'ti,r^ '�'"•Fr.F�'��.'.�?& 4Y 1�:a" ^7'^�f t . YA s16.
jiyh rr�. ff. 7 r '�tv9"T, )7
r; � >�'SAL '� R.y�,�'.'r•. r'��.! '�. ,L���'PS."�i'ilT,.a•`I� ~�'�.i�`iL'ki' i ��'+"�M�i�}>+,J:""•1a-�Y+i' ' F�f��# 'T•+'` ;' ��
r�°�:"�is � � � �'r � � '> -�s���, �•���. t rY�,'�i�'4'�,��1�",i.�:��Lr•�"w: m�Gt3;•a;. r
SF�r}!, � ,ra1y !r
o�.,s�"^^ .+�;•: .:. t •rS, +�+'+. '$ x>~ e �'•. r Y>P•,•. 7'+#ifTit• ,f�r'>, ..`.�,�."} +�'c'� sa.'r ✓rt$3� ,�a:,r rF-y>• t�
•1.ski r>a:�' �Y'%''. •r' ..,,r• e��. feY'G"•'.> �f�aAsl+*Y�?g; a � � r••tr+'���''��'• �t'�,��;•.:.`�,'s. 5
, yt.. r►.K `: ."�i G' � �J�SY�..r>. �t�•.'r'x�r,��;,,�QF' � A �?• .. a.��,*. p"f'`.� igr�A �' ►��''
�:?, ,a:,'yN..wcl�„+,,��,I' ♦ � � ge
�T,j•,:' 4 s'r"��'� g'. LY'�Lr"` s v' ti �w,.-,^ L` �;,C.7 " i x 4 �2' I•
�(�1��TG"+' ,t•"�:.1 �f w� t K����• .M''F�"S.S, _ .. t¢, ." �_ f��'�1�
•�,+, '1'♦}� d ,`.'','Sff"-' �• i., y��'��'•,i�,' '��' Y. �.^Q~P~��•t'•fR- �' �r�F 1.� r',G'•.�z•..(�•r..x'S,��Y, ,
L•E-j,y.'��,�3b•, +iiiy:.:r.n.�,. T n,.l. r+y z1/•'f w'�1-+`•P� 't}+ ,•>C .� r'!i.2 a,�4��Yw�.'^�. i� �ilf•"F•at-' >�+
:.si•�'a"i''-S�`'+ - •y7.;rr. •��''��-� "�^�1i��', h '� .�s4•-�.Y'�`T.ca19•,�!--'�,. "„y; _ ^:, �k.:t:M•.•c:'..+��
��' �' _ '=_ft:y..• :.-{�� •'+*,•'s; _ .t=. �iS> y.rr r:: '`�'�1�� .:fl.:'i$!S+1c riYi�+• s� i
:�. Sr':.. 1 2�y ..., �rl�{'� �,�r q Vim••.• r ^••► •{J , �.' •>- � ,.•.
.':.,.• ,•>i, > . 5:`tY`Y `'� `-a?'� W 'f:Tc ,:�"•=ltr- Ly. -v ?a}�4-, _ r"�'! '�1'l•� ac1Y"i'i\, {
c:•!�r' u t -,c�_�. �'r° >Y. h =: �'�af1:h K, ',i4il k `! � y�Y> rt' �l5 31�rs'»:}4R+�;.C,�ti,'i iy:.r•3 ri f
+� :.�<�ixy#'� �.�r.r 1 � �, .S 'a c ,n3=�� ,,y s .� - xra .+�,lF ,� ff'bl'.. .7' �t.v. e 5n' :•"L T.�s;3, .
.{�S+'• ,.:.iz.` f__•t; �rT'f-o��l x�:i; ',..2 s Y � ni } + ! ! •`!. y..�t�:�_e�G. +T
s Sn> '�i'•SSTf 1 eF .r� ��'.'�,���' �*�?r:%�,'r::���6�rR�1�_ .S:C#w.�'" 's�`H:. Yr' T ♦'•--�-',7.
T ,f ?',4 4':�!r i' t:�..htx9x'�}. '' f• e i.. ;•,:::'; .�o'' •i t` e
' '• W 'ts+i!1_ 7'�ri, •�^a � w. +.•cKr `,'�.�..'. ,y, Yl•,n�..\�irr:'y'^7�t �.
•� <.'• 'L'�, 't- r ti'° .\_ �! [, i•t�i�d!i N• ,�'r.. R i. •C �
^.JiYa ,'. t �' ����'. }i,L^y k :�'t! �` , V.t"�•i., .rS' y t,.,•1�
• �'' �{"�� 's��t � , �.. e 1 �['#-��+,,i. �,-`�aay°.f��r:�';.`i[y.l"r,'�rfe,�iFi"l•. +t�
�' '�;1`ii •4.r •' >3a R 7'3 ' .�• � ' ^'t•1--���,q.' 'Y_"•'yi :�>in' � 1�A ftir+ 11Y5c.::.
s
t �jM ta, a'r"rr' .p� y� tC ..,� Mf „7•'.'•iyi'�':�`v,.-.,a.T.,r)�ii`
!�; a'' - � � •, � �.. �� ,- i�: a_. °i,tt-•R?r. Yv.its"I-
Gi.. .• ��ta��S �i� � .i-. •r ��tir_ '� �� •� .. '1 •3G�`�^�+�� a�: ,�G'���-�'�Lty�..jr is`j•.�,,��'"L=L: .i
u n ,•Yj,r� `•?aw!. C�3r 'f, � - •7t. 'f Y i6� :i'�y ,.'.:.. • iti'}i, rttY iFG+ ; ..
�;:'r �,�+� ,t.' �t�c''+ �"m" �� - tre�ti•,{,`,:1� j�`� 'y� �'�<'+'•+,Yrs '
ry '! ,s�st � �'�,.'��5-t��1,.:�..f s�3r• C xi.' s+. / 14.3 J �r�*,•�`..•e�'.J�,�,ga�•(;7;: �:�C•^.�.n1 �.L
i;• � L •tiL ~M *F�' " '4t' [''xM 'i'F �pG ... ..Y. 1 f '?GfrT:,•,�4•f4 ',S*�ti: i..�..-,.��`•' i ,+ :
' •a S .� ` a:s `i'
,,:. ;,..:�' `:�"�'l�.:l'"�t�. �'. t.-,4''-:�'..�r+�'�yo, o: .� rs,: a�'��,�f.a,,, ,y�.'.v�+��,��#-���•s'i� P�.�,y} - ��s•�' � :_�►�",�t'
�:`Yr�Fwxt7c��_'"•�r.1�{�p.S' � t�'' �LL1 °. ��.�y��i:� :a^?Y io -.�. - �'`f6``�". _ h� }*• t9:,,yr ;"
:vz°.1 .V.•' �J:!. a 1� C`r1,'�5 t��T'?. h F M • '' �`'^i �• i'
..,,'c+;" a>w.y,,d. -�.'-• `Y'. '�T;- ,3L r` r- i P _ � .i1G,,y.;- _ "y� itP",�t° ,,�•t►fS.I' .��, 'I
+.',/��(y�}i.'•:;�'`"; •.>��. '��'� �t:.:'}}*.z' } - Y -•.' -��,t.', �` r:�{{* �y�',,,Jy ��, '�, iri>�'%f `' �.`� ,,.1Y.J1•,�•�'?.••�t""'�. }�,.,{�`Y,R�
'•,i�'? .••tT r�"��'. .M• � � a•��}�.Y ;l fry '(.;f1r�Y�jiSA�•+' q� �+ J 9J'i"rt �2. �t�" ���,
;yl,` .-.}�. 'x tY'E',t.'F�� "`+� .S � u•'�Pey vfrw`!s ,�, r. ,.l..,y� _ 't +.ya- ,� �.
'.'!;,>� 'i' '^�. ;.ts4. - •fi ..R,, •�� .ar �r 77��i�'+'1-'�,,!. .it' r> �•:�1F:� �' .�_4�i^X s*�r- f�
'"i '"5ra'��t';-�:'" a'`�-'i•��=fc';��j r "'w... �f,"�� '�''>�` '� ;. i��,.jG� -.� ••czjt'� + " '- � D-i
^ j;� F '�•"�tta'1",�:•;!'-"' 'Pf+JL,y +a •A-'tSS „?` '`- e r >lyA�„t. v �._.i �.4 ',r i.
°`r �"Via:3+4 ..'�J:l, .••�x,>.•-il -•r,.T'.Q 8F �.' •r .r•-` >`:,' �i� _ t��+r.�''[, r- t•+'y :43•_ ^7 >,S�'+fir 1
WaIgjor
os urn �: _.�, ��.� ZVI
2 '.•y `
''cRs`i+ Jy_.A •l'k'i, r;�t_�.e.•,�.,r1ac'�;.,r. r�?i` M .firil�• ?{`.
»' i~i.'�M+•'•1'.tti's%. r'`^ti �1�`� 1 'r 4•.-�,< a••M�+J";t S•," SSG„yr.. '�'?��-et -R�r:•''.::.'�:�:' 1;' 'a
w a,� ,.?: y,' >�. °••�^ �� 7`•:�o'r.:ij... �..'s� ,�'�-.y:�'• "'"ra^Yv..n s�+ +SS�.� +(?-K
s' $j a5 as •:- _ t" > u cl 3'icr;: c4i'', r" �.
�T .,f!l�k�a;{r�.«• ��r„Trr "vC •c �:y:. 7. t' y�-!' Y... '= rr"y',t ,[.+'Firs' rA 1'p 3 r•
i.. :r$ 1 !T'r=Y�:i'1i 4'4.61'1{„ri', y �.x t
_ x": G i�L..,.+ e• YN4` 'e, y I+'�.-^:►,�, S\''J' 'it- Ck S6`��.yr�r t_`
.iRt'•'i'k'•�'-':?H'° r`1 ;i� - 9ii!i'.,¢"'.*:` 'h:, a;s�.!,� n:+t,<.5,5'. •'t'c^Z'.. L4

.I
.y�yyr•. :ate '{'w. ,' �, 'c•! f4 1,+t �1,:'Z_�.3Y"h.�F}rid�5,,y r- + 11�+ -..a,.s,.* - 1y15
YJ>:�•- �rrP �"�{t.( x a � .r..- �' i#,k'� S4i�'Iv il's*a ✓wE'.[i.'At''�. .�t�II n'�t�+f 7E- ¢"- i�^'
r. gg.�.jtTS•c 41'( •r`+'. •t rnj. Q•�a' L h5.1� w"�rilk 3,}atf.s :, � ,r i.-
� �t I N�.A!r ye, F 5.. 2t.`i 'aaY-'r1r� ..(rJr t y,�rr{ i j -•vy4a .,l..C-.- �Sv'
••,('T y Y'k �'S {�yy {f�4w r iF ''j,d� • 'y 1 t( to `L{' i•ifi Y
ktit , a� i wS}f «�. rrfiktitl te��. Fi"^'" f �i�pret y t C T
tf ��1 - ,T• _
' `� �: t+ti I rA-aaa,•V .� .,r �.a 'ryrFl� ��k 1 h i'>ziy, r, ...> _
•fka ?+[I r:�<? �'��s�""(..J! .. r � �p�+o�ru_rf�'Y_s�'SJr Q�o"y�`-�t'h- 1 ,J' +f'. 'K��y�,r
)•� f:��;.+.. ? .a t"'�'a�y.,�P�"�^` ,L'tl • `GAF � t
'•'�. r�i` R�+" s ,i• !r I ��in iyy n�k. af`rS..R��{•�, •I�tt y
"- k' 'ri(�8,. ti'' ��a .ti�y'It'-y a� �A }'-' a>ti�'-+�E� '�Y' �i i':.3• +'
j's� �'T��,y,„,4 �F.. .; .�a�.a+f•"r tirty el F �,�1. rZ1.
-
r•f #,�r3� ..., �,Iy1tr fr v44''c �.kk'a%: r
f.f.a} ` L ,,1'•I .i!'.'L �f -•i!r r '
cx:+'s,� jr .for; 7l'•rtyt { n.y-ry,: .ir. w`e"�T FF �.M'{�,
•,y.� a,} �A�.��a ��,� r r.E a_a {r r r ti� r :`,.� y r 4 }y. •'iil#•yy(irS �t kt' _r
r'R '"f � kY �' 4St' ,�' �Gr"d �¢, �� �52t_�. i',r _ ^�'w�, '�,+. °J'1kT^'"T� �#� �r�' rer;a. `?�`!:'.• r�{t }�`�:.
r.. fj"yry^ Fi'v.'+t / H L _P!' s•r, ' yr. �lT} .s pp 4 r i`-ram• •1 �' `` i'Y-rF 7 y�y�. � r@�. Kti• - t k,r, pi'. � J3i `•'1"+: Q _ �SY✓ C F � `ti,1'i a�`pI�_ia5to5�� 7x:1t{�t), `s
a.a. •^`•#�"', -V w,•+�. L,.� 'F � 1 ,4C�} xd ��a -�t� .� .,;t' 'r'It: A � 1 }-( � %=i""' � � s S '>��•�ty�t `
T' r'f 1ri. Y 4 7� ( 1'! - .� \ S S '�1• S$a rF}. t 7 aj_? y^ �'.
y ,`:c„•5T`' ;�-3 �k' r irk •A- j'a-!..? t - r �1,1 T>, r, rl 'Y� .s«
Y s?4 - a &s..,� ;i e Pr! kr Tv:.!•. �r�: " - �,.. - Y s+ {: -,✓r '�..r
' •s•k,t�{ 7Ei.�,n��: ;�a "��+`•`�` p .r,.� a-p �I.tJ�r f,• �"'z t �-�,��f,•:;::ae4T•.. } : a.4 bdf�r�%r��`�. !� %tQ�k�'
.1" A y,. a] yyr: _ f``ll 7 5 .`II � - ^'4 P`( a',.•.�^v3�/. 'r�1t}S� Q-
•ri '.L�ia'•4• "��rT�. .r�rt't.,;•''jl„1•'' „'}-y_��f'�;a 5�'.^�'k_�1 �"�- yk' y.•+2:-, 'y. r_..f!�S b '.:..T(� ��s.K�+r�;y,'.r•�'�
k � �,+# s»•} Y^{ rs"!> � �r r� F� av r:.7'n+ .ia �,�I�r+�-�•5 Q':} '! i.,7 'r+ S'�" ,yl hsi�E'aS}.!I `•
,P.k. r r.•J t t�:,.y, I' _ r>: r• ,. L,eF'yRa 't^'t �- f��e,�Y-+i`.• Or{ 7'7'+�i?'`>�� i[�!��'r',a.�� e`�+n. ;'�.i ��: !�, r. +lss
i.r .j(c .�• •�y p'l .Sa�J -/, kyz �, �" ? .71.Y ,td` Y fi •4y y.,r Y`k { } it-a✓w } Jrt 'r'.'$'�y'i F �y }
,'r,/ -.'Z?�T,�„"-'"' :A::t'7 t '�'�`�t'�i'((• 1 y� '�:'S f}''1� y�'��a Er i J�ty-$,.j �'f�e• /j,�a lvv yr•0 -�. _
'r r~ ` r� Y. )� d J 1 4'f, ��r {•�'9�4 ei:�. �y4�A t ry � ,r P• M1f 7 �,,S,2r 1.7'} �11. 14
r'•.ri,t •'- `^ i�"s-` a,n y �, '��f a. ., �2k.. �� 's: •+✓-�r��y-� ]�>:.s 3 f-Y rtr.-� -:-t'Je y?'�. 1 .1�� rMt11 lay y,,4 '�
"i�t_i 1]i r � r F-,,t r +_�t�� Y�y .,,�, "'� -L ;y-�� r � >< L t,, it h��� 1*s A'i•'• ,.r r u ar'�r^t �. ktiii•�s 3 5 ,{`.. f - 1 S�c'r �?� k Et ,J, 1 +•
0 Mr,x P - :-dti• !.'a'{ L 7;• _ f .t 'i ri=T` r t --' t T ,d +sr•`S r "1 .t:_ j+7'S?1-e� 'Y' ,..,,s`/r3.
- 4`:�tii y3r'`t ,:r y� ':-r-' '.x i�i .s•+a :` a •��ri'`-`4Ft.L4'' 1-.� +J',t .L.k.r a;t , Sr �r Vt: !"C� 's`k �'t �",E•^nx o-{ e.-,xt ,r���, ,r• �;, ,i,)`�•3y,r L r •4- 4 � r f-�;.,'{�' >a#r• �' •er a i 4'.r
x tt � {� ,_.ts .' A .taitr�+a� •'; -�•� e :('�7ix,.:ef*'" r -CKCk_- .;• .�]] ,` } l. 1.j �4�.t Jst t r". e�..s�¢�+rw t�,a;,R. ,r .'Y.'rT">l�"'.,`•i S�+r.s.S.,)
4� __ ,�.r 7�'�.. �•.!' �i�:k ..I "•{ ,J .-� r� ;� i.11�' � {��g:ril rtiFj�.s: k Fes- '_t•
.u..t.`f.�,,Fi=Lr a.:t 4 T {` s �+,�Lr�F:<y�+rT�y7'1?,J'1r r •r y''Y'1'"y.�- s"�'t r !., �t31:•Y s: r_s a o,�� e}r�.r�t'Z�t.�trr�... 4fAti#�a'�,�•:�?.yr•
{!� •.tr a :a;; iCiasa''': .yTY :,�. -dd«.a•^T ;- -';?.... S+K,C.• "•'f - `TR ',! �"�,,,t-;'y. '-t,iLr•. .�',i t..r TL,�: T`�1 'tRr`S^•iY. -�- xxe.a 'mod •
s a 2 T ti - ih>,r ttf` ?�,LLT.`tr'(LfK;,[r�•�.�x- };'f It aFfE L:r_k;. �o .r y 5 fJ> r t. F �t!��1'•� 1 L..r ds•i L •11�' d' �Y t•1ry f
i'' �..�� Lr���lrti y�,- �, d.r-_. :,i rn +� '•.•yyr +2:.. 'r'z;..� '�_tKr•r�t•,?i +q r i''6�' rr1.•Jr'¢',.,:� JYt�:. !A�� t_� Ed�-`-.5r�fi ?t'�,•_.'1'0..*���.�'=`e„:tx�.',r�__
d+ .•F✓1*''- a \. �( .'xry! r � rS 1 3+'f f a' �-s a
,r a g,dy r :r�� _, +sa,�. �3- ..r ,. M1,t.. ,-, irlr'Y: `Y t-,('7.c'rltll er lt•:L }-'`e •,r k,. _Li" [, �i, 'tM1.'i�'�i,Y ".,e
.i,..' rJ••, <',a r,Y'.._ti '�[,.�` 'yft -'•�„e,ry} '+'S�r�a;r�C�, ,F t �i�/t 9r,�"it a'n• f'+:C rF' 1 S:t,.4j• ,i. .lyaCF�lr+,lS�a L-\.".'4es+�s'$,•tr if.,` ` M1 Si"''.r 9 Y'S t'. A:-Y� v(. 3 ✓L'! .Gf 4: ,1'ti'{.�J� IS a`fl' .s f ":•1-f T,.z+:'�t4 •J
ih''� 7r, .."! - �Yh S4 _ .t� r 's.�i � Caa'µ'++,f' s••c. ^ .✓�._YY Y•,?ty "'r3. '} ,r
`^' a'ra'J't'rt'n.i y ,tt �r 2._ [. "�r:-hs .4,� }'! S �.iir �•F r t P� i r S S try ••4r.;. S' ,f•-a C> '.� a
's' .w �>i z i4- 'Y..r. C ?l.'t?,.s-•�t r� �' t� 'r+=r �•y t�:�•- r t� rz �z 1•'r [.tty LS°!'J•1.4Y__ }r<3a ;..y,,Yi! r ,..+'tf',In' :Sar K,f'�,:15 y .t+v�fKTrf
4 ��Y.r.r t i; •ry J at � i 4r! 'rS[! � k' ara , 4 a r � yr+• o�` r'3d >w.
,y 'S• 4h �J ♦ r i' 4 7r'r �'My� � T4�{a.. �t'�fi� 1> J gry, ti.ti a •� k'b} F T. a,.� a 4,f•J f..r 1 �.c.;s'?}'
T..°�i rv' •� AL„3. y*' 1 J' !i ���a clf�.v!;,�,�•-�a y�i t`rrc�� r ti�i ;ci �-,�Y.r 'r:vt r i��l��i t���;�"r,�y`r?'. v� k�',�Y'`:S `2`A*'-:.s KU,e4�„2 ;°,�•�`.
} "l;Y s �• .T r .F} t� �✓3 a e Ii. `Y a Fly" r� -, :s +�'.. _ � � `f n't �!Z�+� `C '• �'r�,
.G t ry Ys1`�r- s.'4 ,.✓L � .c• ST 3 'i` F 7�JiQ '.N:- r 7 ..+ar-' >r. *r•: \ � a}aR •ar,'. � r T � •,.
_ 1 - t 1': J s "r -. E•.�,. iv t i, t fi';r, ra 2 ZSi
�t
•�: r' YJ. h t.i •.-+•. 1:ti..7f NMI 8.4 ;. flr1�i't'--- 13(4}�: tyr. b� tt�.r+:`f�.:r1.r , .p,±y. !r •.t�'i.a ^n1 hY .( ..+r i"S}- 3 t• t. rl y f x= i ±ir.m5s..
_•-. a.•' aYi' r t h a ,4 asr• a i
! t t ...,� iw�a [Ti
y%;"
' r.r. ir• >- •:e ,,,`tyf r`c i t'�:F�r'Lt1. F�'� rb 4�s.7c-ry .i` 1. «ril��'y
n4a� a .i.: - T f - '-1 ditty a'�-r � �a gyTti� ::� L r-'l { t..t.r ik, ,�'•!:+
v«�t'[•� a x;.•, .,r �a4 h,J t 4^ r ,r,, .rr'' ni `1 ti 4a - :IE`7g'i y ,a.:,rr�'�rsf s,m-w-
A ,'�j-y;.� .' It'�. ��, f x-•`,,s- },.v. -«�,�F�;"'r �':1�"� •t1r { ` ,rry�at p`�• 's}�'QsJj.k �` dSi a sk�r•K._.F'p r° .t
a •�� Aty�' i'aJ a, 4.a• \r T :t ; rk � •,� -t A t"•�Ys• tv[+.'{,- (r �i1S R•,'�i �ti�'S�'''•5 ,{
.,1 t r .{•.� . rr a n 7;: th `'irrt.,. ,s +slxSlt t .. ` .irt:� :s4 +� ��'�`� it}' :r•7t'r "'t yriTit,'.
-F !Li L.\ 1� ,i�j'v�1w�•_ t _••LL''
.; r t ia, 't :.k .'Z.i, .:ray;Y.C+r 4 a'- L A.] yk. ! .. Sq Hi-ram• `y{ .,•Hi, a-...y.`:! r •tl'r, 'C�•^' x"`4•'3te'43�f .v Zr
J ry :iF.:`^?,'-k ^f.j,"H rRi •:^e-,rs4 : Y{ •r,� LY u+,�.. ! aR_.lr ,i..fl 14 yi7 �5.. TKii-�:• S?`L n a !�•.aat�.Q.�
Y'•-
f. .Lna 4 ? E' �' Ew s;tv M k h k `.�
a A.✓r,.t,S�r k.?:J •a ti% S •:k•S r-Aji L3:p,.a ; ,x' r77t" ,.> �Qrr: t r ,' xr'3- x•. +ti= rrt t" �j {'4 ,(..•ate
... t tt �:`f,+'•' .�:';r'.tAa'�r,.•.�. rr'�•',",lrt4...:��s=-rati(T• �}iK• aS =t't �:•Q� !' it n r #: .tl�. ••yl,^i��,("' 1'y '
`�.. ate..Lt': 'Y SL� 'a°'J 4,�}i '•1':in'. � S �••`...
�r�. �• :'� 7r.k� 7'tt'.:;^ k .Y'T,�, a{':F ,Lr-�t�. t�' 't:7ki?`„o k� ...y r t �� �rs " y, -r..a =1. ,-k t�.2 71 ��y��._i.�..•*tj'•
-7.:^ "mom„ 'n. ',�. .. �.�•��S„t i• ar Atu.a. rr' { YR ty,?e iI: s" ., �, it� tifia' t`�!�iti' :a>• Gjt
'^t;=s , � ^�yi �ti i•+;fjj�cr•�t3i`S�''rK`S •.it•- fr-.3'.�•• �k��� .'4Y�..y +r K .xni l� P e€r 4• tiiy
�•r �:°L t�. •'r" i:'S` .° Aae••rYSyl.: ib aFr�:�:`7�..t;:.;�4y jnr` >;:urlt� fir. {rir� Y .� 3 ,�y,`.,! 7 �riu
7 T m ram.p•r!},`"w' a. L-r_: _ ,V,�yy k4 .t 1 '�' t
� ••.raj s, 1 :rrT� l a� S.. rt• �p_y �.., e EI t"r'fs ,+ ` r',.'i• t. r� '.t,'r�t 1:�
T•dr al•a*sy �EE�'Z ."
'�ili L t*cy4 "l ':,�Y.'�, 'F.r'f•• �F R •ras't!a'3,YpG�. Y`r 'S',�,/ � 3 •I' i' �'I r
a .} �r -` h> [,y., k34•"{;:�i y('Y�aw:C=C •rr7. r ta[rn•a.� �•`.S r`.? 'Cs', d"3G`^+4\� }tE A'.�1�' ��•:4TT
,C t;•• 4;.+Y.mot,, ,e•. .� r 2:p• 9 n.
'y>♦jj•yI' W..,y _ r ,'i_i,.fZ` a-
^fi4 ;'_4i' x }r l 4 F Y a f i• w 't .L L r -'>!u
ya �ryf {��•t`,,"°`it.��* �:i,:1 �.r� �•f �f ad �.�t k _ p, �,r. Y Y. .r L..
y r _�`'1r�+'i >,,T,i�T 7 ^r i ,9 r y�.•`!�'• �c�lr �`tttr.�tyy _ -f��y s?-�?':1 i�f°;,.��y.ti.�Y•• ri,�_}.�•'��1•'`�� lak!:._,tr.".1� ��'G'"..� 't,�. �,r,`-�r-"^,� "'
t�-S 'r r kiw~ t ±w'i.AdN � i}' .; r},�;r i 1La'kY �'�-e7�i 3"►.. .k, •
I#y t lr.� y,. •� f4 , VL.y=':. r _ 1.. 'r!r .ti FJ/�"'a � i. a�:F,u.'���'!'� V��T.• ,krr it .y�> rr �, l: 1,
,. r ,1. V^' !^=.�. .A 0.' S(,:}.w=.. •'t.. Nt.fi�'
f l-r
J f-. jlf S S 1!�Str .�^., ' i, � _�li'�•�'p_e�'• �� '`�'��y�1� ts...n�r. -•• i r ! I j. " y2F"7 k• T �L �
�' +Q +r. ���'af•{'•:, �:.a .,r "''•'�'••� .a� 1� +�. P4a.1^? yl.s:,•r1..c�a��s'�Ju����ry ,A
}t .L..'� �'1 '1',T'r!s �s..;^'�i•. rC ^ i 1� ff rsaT.a ♦ r "i.Y" Y,7'^� ) �.:`�
+^ �`R' } r' r� `-` y.K,1` le^.• ..'. •t,Yr1•�';:.1�µ`� ,� 7'r'�' �}•rs7dr"AI ka'{,^.�a -}. .ar` �'rb,cF''"5•:sn�sFs-
`•y,,r� arffiv Jrk 'rac^ ;•r d}: .r•:sF rrxl" sk1:?^
it MSrf: �. +•� 3�SraT•:4ini, ti'!:" 6harN lt..r^.+;`,rth 4.S }•` .r•,a�iP✓ �•w$.yr„y r •e:
J rr•2` •rr' ' S"3?%`.:'.�y•e•::•x+ ! c..,,rs rye L•fir �� -.r1
r,...,r is f( V: 'y t sir i +F- •;,•.�1.'S S'. s,_,; ,m, "Al
+� �m rw`arL. �r
+F' a,� _ •e i\ `1�.'.^, •...� N:D•.t M ,afe y� !' •(" 4 �L QIt "41Q h�'�h•SA '"e 7f
'y±,x; }" } y!: sue- E�,�.(� S "1E$'�`•'T"Xlat•7 •i ra I.Y �SY,�,ht
J ? U SR
,'�.wtg,� " �t`+�a�'�t.4•� �ja. rS2; t Arw tiF."�t'i'� -R LY�`�, i rt'�c:,iPli:. ;r.>"a-t'.. .� '.fs� F€�ndR
.��• to r, ,*,iF T'Ga` � `yr9. �, y: t.kit7`' J ssrJr r��• . ,rk w Y,l. w�',L✓- ><� k •r..!'t �;i �'.�.
B�li � 'mfSp}�.._ aa -�W. . i :y;YlA. �:L ikrLti.J�.�.;:li !•jY•i^:.,'t. y'>,,' Litr�.;y is ' ci
.r t • ? - te',!r• tt r •r.pr;_j• .,,q fH C.u7'
. J 4!'Y' �• '1 b•i. S O tJ 7: al i Jf j• :Y•f:t'fSry�.
_ +': y _ �r r xF. ] � �y E r r '�_:, a a.-.- 1
• 2.,T} ... .ultra.: ,.+a '.rt4�+t'.•,t. Y ~`.,In+r'al� it •>�- t 1 ty � k
L4,rP.•yyF,,'v;. .t,���+T I•F-� •�-.ti+rl,a i! �;�i'yr'- .;',R'f q,��� �.,[[,-carpi:rayi�f;rii;•a-s#�;�'=r. st t.,t,�j, �>.e� ,y.. .his�"F',�•'�e
r a: y-�{ariy t to��: 2 1 r r r cryt•y•.r} t� 1I ;?f 9
't P RR {' «{ •!rl. vy' r. ��`�? �r'w:F a•-�� y� r'r•r s r�E t. a;a�� ,t,
' S r�i; r J"`' 9! {r'ryr+ft'?' 4 ...il t t
VMS r r i •y„ t': n r i' )`"YS.l it 2 !iJ `{ FN•y,, t. ,�..V- Y -r ✓' ra+•"" 4` < sa r'.
S r A. j`}k 'y L•ratf °" ( `esfr'i` �a1�i". '`ei:��' t�i'! T ��r::.a,,a,„fir. :Sr` ',�'>t 3 t�4.� �h a , !,;
a :t' r. v" r t } r•++ ''T i=':.•.E+;- trrr F .:r;. 'fJ }C Y! 1S`r. ix d C
w'''i. as n' t,l *•t. •ot,.F_.+'`.et3�.i`�t;�.x`' tyF:r�a, .��� �a s� r L�,=-• S+ r&�y �ir�bs<r i 1 �t,i;�i'e7rb1 _
++ tx•"�''p 4to eT.`!t '�.`Ya,.T..'. ,r r t5�� p•t"r+d'ae..�y k a';i ^s'r t > ��•t• F >r c kwGj
r tiY���y l+a 'Sia�L��{yi r' r ma's..t } S� �"�� i ,•� n,M r 'r
�K:'y f .'ya'�'A-� ?1 r' Msrtr.•�4,_•[
Y4 1' »�Z �,. ° *�t.. a".�S.:t1�� a ey,(r°t`�`{V r.!5st; �"'i: 1}}� f t ,a} -s,'' � •sY.✓,rT F x ti^'Yx� �L 7tw:.•. +'f•
}i a { �( R 7. ¢ .G`e .'� • �'• rl a4r lY 'rF ,�q, v-�r 'Yt,Li�il�t"�y,r,- + f
a kY ..a, outi.. `�-'� Y �' .a'r '-a i.f2a '1r�t-.•.. � a+l:j a,ar � y,s,VFr i��}�y l � .ryi••iwd+T� r�rL
�,-1 :tk�' >: 'y+i':.�i�i ;1�.� rrS '"S,F+C: �vrT '�Na a w yry•.Zf�%�•''. r�`r'`'�.�r'CS�;'s9J'a,�.i!i'`w,'f4 Cgjzt �.. �r�•.A• �! �7�•,.
S".w. •:y:c': `+v 7� itr ce:, +�;,.�.,r h' rT'„.�(i r.�i' ry a1,, ..-..;w ! sir t :
,�J�yt,r _ r'a ..+�e� `�_ n''�a"a - y�i��E'�t. { •.� _ as '• t,r +� �'t'ti'a� rr C�
'yn+.'.�.. Jt• a. .�.� *l. .t s� �.+. :�,"-,,'� �7��w; �'a�in•Jf.i�Z••"�+, r'�t*•f•.r,.t..-t �'. r„ C�,<t r a 1:roa•-.�`.p' '� 1."� '?' ,a T, �d ",1''�v r �•��M! r•'!3-F hy: •.,�',.it�.''���'r'�F.,x {g.� •"t,,•':.••'f•F •� ! e'�'F.S,,�l�}w•'�c� "�k'sJJ"' 2•"�Zfin�X r,J.�" :rt�"^#'�. y�Zlr s'�y.
:•�'�., s2..f•f,. '".r: :J�, ,t,�':' x^'"a. •'""�s::rTii_�a�s'�";�•:`�Tc.:r'.. S �1,�=r.,y;.r:�.�.fi:••r����•'y`.�tL6. �:�r / 3•�w�'1q.';�"��.,srE k.. ..
F. t• +'.rr 'a ,L« ar' a h`'iStu..r •r r s.,,. ..;aK,.r { ha',e-(: h f.•,'• iT.�..�roy .�+...:i-l•Xi S-d_4l'1e L w 5• •i_r .:�3:••.:t.• y- + xr-. f �, s+ ° .iwY4+�.•C',,y` �«s s,rn •,�'Zk' �f, `mt`:L:�4r •";".'�Y�. r��`tt.�a:y ..af .h.'« .j'L ,.+Li ''i,r.,.,�i�;rti�•+..ry ..�; ...�•,.•ti'r�'"'7-• ..,,r'yy,'+r���r t+��.s x6
1'4=-.r,.^ ria�' .*•r:.• �` •,+a ,R',�i-`r�. S»: fir. SS '+ x-. -r r...]4'.,w,M.., k,. S' :t��:. "5:`" Rom'yq"'' vy.+,.•�.+� i'.':
,•:_� :_,rr.iP ���'r �- .:�.yw:A.,�Tf+;r�.; r.,,.:b�:':�j�+'._'�►:*,a.:Lti'i', Y.'t'..,r Y.> •.k r.tr ...�:xy �`- �`• �] � '`a.?a�., t. , .;'.;...•.r1f"'=-i w,-:'. •:-�.,.�4
4, .1•� �r�` � � - `1�'i�:'�'v, �'•t #, _ ..a"r'7'.+ i..•3 rt'iL
�`.' ,tyf �y-,•53'�r;r,. ;s. � ..Tr-.i",",._.�..1,,-'.±."r"4.�.��3y�y:•;� •rY.,�,'s F, `-rL#�:'?��•••,k•�yti.ri^.. i.:b• M:'�:� .t`gfr• •�.,..r '�'a.•lCa�+�Jt> `�k,, f,�.r r�,t,.'-���tt•N,:-Z•
•ss"ri 'i« 994"';� +ef, tl, i _•I w' ;ry. �6"s',x.r r Y ta!�*•ys '�ty� �"6i t r•t S e a:a•• V. J' r'i � •Cw is ;+•" raF:.a.+,,r',y', a•�r!-�J`.`r.j 'e�113,�Q x �'M •�, ( M1 yet C ,^,,,7�+.��T• ,t'• a• f
r"n'^�T` a�Y.. v.{,,,•'Jx ^42�. ..,}f4 t:.i•-?tv? .r-e"(Yi:',••4 'u.;'�'�.•t r' rt.r.7sg
x;r.;. `y'"e ``v ! k �., }.{F..'iw�a::'-.. l� 2.• �`�,:t• '"''=e; s 0. 'ri a•: � �•t':,. ��5�'�� i''xl;�_'� 1 �'"�=.r. ti l"� � „ ►•, "fE .t^ � ,� y
s4 . , S4 .! r 31,.-ri +4ai.. 'i a tG k •r.., a r r' Tt C '
1 h<4o... ,y < �'.a.. .L. ef,''sF,;y. ,.�rai',�;.%.V-'titr} d, '�'.Eg4v�,. rr•:if.j rSS7 LEean3. :kr,rj✓ ksf' `s."a`�''..wnii'Ltywl tx.� �:.�!
�:3 e•�-•-, '1 a:YM-7
.` r - •A't a<.,c•;,;2.n•i`7# •t. l,.r T ua`•Q''`'.a s S Q, � `y
rJ' kli�
' ' e a.o :r,5•" 'a+M-� '�f� (' �� ft� � G'ri fii rG� 1'viar 7 'i ` • '' i '' i �s 'f �.e ^ (C, � �� k i
��►7.5 a,��y.=f' i IRtF"°•t4.J,A}4�,y� ,sia�,• t �SCa}r.v+•�"_ 4 xnrr O-Jr�`..'>�`� .+'S..- .1�_",r;> �.4't ..i' a" .s� h '
::��� a�'•��,�r�r> 4.r'• 'i,•;,,ist'YTr'T K'k'��'3 - 7�• •,�••:.1� ��G..,�.+Yr .S. .�•"�`'rL�,.rT.Y'.ir�'tFri�r`,�Yjtt7.'}" `'(s-i'jtr� f.'� •ai�:{,s�sr .:,}S'w������
! c• -•1 7s �,�cx {t`EH ,ssr r ;t'c`�""]$ r,�; 3 "�: ( }•"�! "�i ••� } d� {:,`�.a I 3� �� r f'kaf
v��'. .+ �� rro --i 3 `"'ru c twf' rar � LRJ` '1.• ;y?�, �u l &}' .t'�'(' t/J�' .� Jy'�_�-�ttt? ?
.9r. '�".'�Yi irs.•t•aJ:"'''s)n 5'r� i.ry'�'•,i,
T' .. !`ti-t(.�' V�''i ,i,, � '�: •sy�.S��rti'i�'. Q C� '+'k'IteU{v�r• kt�'';y ';•� r••tt '�;;`
.,, ! <:ra�'f y.�"«.•sl.l'r }4 +iA. •�+..•�✓f;."+',. d 3v ii SgRr F , •��., ••r,,=^•sfa !_ •.,1== i. ly4 syt
,, �4t�••M ± a�.ksF: ��:..'++i. ?fin �f}.•�'r:S' ��� :.. .T �:�Itt�f' ,, 1.�( �•r� •{�1� yi; 'h>, i"s t 7; N"�.•w.. �'� x'rr n�
r+�A �1 � �1 y,j'ra.rr�f� °lr ,a: f wi '[•� �'$.r 'S)L�3: i � r,
> '�'',�� t ar U�a4rtrl"%a }f .$ z: r>- l R1.�a#J y' .�, o- c e�-• '. i',� ° �tS.s.r'F•r.t d.s�.°i- 27�t+.R"��r� d#1.
i k .t�lS� •tY'R a', k` .! � � r.r• ,,,}!.5. r f�. , !
! s 6 �. y`� Sr'3`�.M1 rr'^ ,r '?t'�• �stl.'✓ i f•• Y�•'! - te��5,yy�•w•r.k{;(r�,'' � Y,�-ft�.f,�,#'i s•y CY F-... lEre�+..
a � .,y.�"b - �T•t�+ y�j ,'FS"' = d1 t-ti'S �GYFl3 c ' 1 • �..kTi +•�'7%'"r(>"�z.* d7 }al-'t. yp.
' t,-,. � K .'��. wF `'s ro t'>'s {• '''+ :y�We .-� � r tt ,f� �i.' -, � r w d iC!��"'%3'r1 �5�`�"� ' y.'�'�.
t•'.. 'qri t �' p'• TS,>,..,!s1„ycrr t Sask r 3` [a t '+ a't r '4} t,} fP aQf'r; ,•.,s{• a tr
'�-" -. r- a y,x,�°� ta. � •�•y �� .��ipyr,.�r�.�,y '•. ;•'. �y i � t'�'�'t;����14 sv�•. ''yLL-'
'fit•,i•.*'a 4 ,;s�yY � ,k � '`rSite,��^L "�.` a� c rsc sc " �y+ ` ��t +f!n(L v t 'i *> ,y'
T.J'm� -'C -4 P'r`•f r�5,..( i - r�� r Y -r; � y x.s%A k yy'.t•,�'' it�r 'TL frr"� ��+"�
a..t r� k C z. Vir Lr�rr�t3.q ,xra_jE:: � ��'�.i.!f..y...•�Y 1� '��`��:�.i�'se�tyl�'l'.'�'� �j "°?
h ..�>E>rt `F.� 7 _•f'`•�'`_ i4�`°5a, Stf �f ,�z':r v`. �c _> E ;�`- .�".s',r.i`:;+'$qt
! S'"y:};? r y�rT•r t v ! .y, - f:'',-- N rr ri •�•11 J
aa, � l�tt rSi��t�y('•.� (` �y >x rori- ��ft4F''-Tkt•'t�,.,�•`� J
Y jit+r.�'>'�ikf'u H Fi.• y} '4• ;-�'e�' �. ,x�. 7, •tea R°'�•' -
i�7 �, ��� �� �a� � rrr¢tA4t-y��L ^�w: .� •�tr+�yr� �"6� F��e„5.

,• titi >�=';:3� .tip=... `��
i 1 G33
rt
• t,.,•• ISOI
w1� _. •,mot r.�. r •�� '•t• •�••• —;—
ZONE,X. `
ZONE X
t ZONE A r5ns
^r.• :ZONE'.. ..
ZONE A
- .:•.
Xe
VNX
t503 .S -•',: :.� + WHITFiEi.�S
'•F ;?a � :,,,i -'-tlsss ~ :.PONDS,
5. I J
_ . • ♦ �r •'• ..t';�•..s,� •�4;w,�.. - ', a 'i•"''i' Y
Fim
..{ , ' , �r Y • • M as:t • •.�� �:���•.a' .Y .• .. ' •• •ti•' • •-•T,
.. 'i �. �' ,'� ;'t ►?'�,".:;1. ..� _ �� ;ti.
' :�' L. ,1'L Vic. - _y~•i. f t"
ism ?%
ism
ZONE X
it
tr !tr

System Calibrafion
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
after 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 irrtakes or crystallization of mainlines
wiil 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 croiled flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the app acation a jars.ount othout havft r anything with a erfoorm
form
additional calculations. However, pans, plastic
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 show 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 c:ancem.
You should contact your Irrigation dealer or technical specialist for assistance.
Reprinted for Cedr#oathn Tralntng for Operations of Anima{Waste Management Systems Manuaf
l

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 bermudograss) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plairi growth in the
later winter i 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
mathfaln 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 malntenance 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 Solis test, but in the event that it is not practical to obtaln 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.weather
should be done at least once a year and possibly twice in years
conditions are favorable for heavy vegetative growth,
NOTE: it'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 frosting the waste,
during the initial
Of the Lagoon
and least montnance thhly and after major rainfall anctions of the entire lagoon should
storm eventse items to be checked shoo d inckWe,
as a minimum,the following:
Waste InINt Pip",Recycling Pipes,and Ovwflow Pipes—took for.
1_ separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface — look for:
1. undesirable vegetative growth
2. boating 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 finer 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 skkmll, 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 aU 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
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately follovAng 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 hank 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 B.O.
7. A dark color, hack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical speciailst is recommended if these
conditions occur for prolonged periods, especially during the warn 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 tiaras daily
are optimum for treatment. Pit recharge systems, In which one or more buildings are
drained and recharged each day, also work well.
4

Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• lAnimize 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 I early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or 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 and of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon 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 past 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 vaiues 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 alteration 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 finer 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.
6

The application of sludge will increase the amount of odor at the waste application sits.
Extra precaution shouid be used to observe the wind direction and other conditions which
could increase the concem 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 am a safety risk
Failure to inspect and,maintain the dam.
Excess surface water flowing into the lagoon.
Uner 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.
7

ZZ�' �'_5 e r.j
EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District (SWCD) ;/--yO
Natural Resources Conservation Service (NRCS) 9/d ::;;If
This plan will be implemented in the event that wastes from your operation are Ieaking,
overflowing,or running off site.You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem.You should make every effort to ensure that
this does not happen.This plan should be posted in an accessible location for all employees at
the facility.The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
I November 23,2016

�\ • flush system,houses, solids separators:
p stop recycle(flushing system)pump
® stop irrigation pump
® make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewali of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage,put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury,fish kills,or property damage?
3) Contact appropriate agencies.
?5z
a) During normal business hours, call your DWQ regional office: � hone call should
hours, emergency number: E00-s5E-0369 or 919-73 p
include: your name, facility, telephoned direction of movement of the spill weather
er, the details of the incident, the exact
location of the facility, and the location
and wind conditions,what corrective measures have been taken,and the seriousness of
the situation.
b) Your integrator: Goldsboro Hog Farms Division,Maxwell Foods, Inc.
-779-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
i -731-1413 .
Page 2

i
tV��- `
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Uquld Systarne)
Flush Gutters Accumulation of solids I(✓)Flush system is deatgned and operated
sutRaaiify to remove ecaumulatad
soUds from gutters as designed.
( ) Remove bridging of accumulated solids at
dw targo
Lagoons and Pita Crusted Solids (•r)Maintain lagoons.settling basins and
phis where pest breeding is appamrd to
rnWrnijw the crusting of solids to a depth
of no mote then t3-ti inches over more than
30%of surface.
Fxcnasiva Decaying vegetation V laintaln MOM"control along banks of
Vegetative Growth lagoons and othrer€mpoundrenYs to prevent
accumulation of decaying vagatsM matter
a"water's edge on impoundment's perimeter.
(01Y sy'slerns)
Feeders Feed 5piiage (? bunMrs system
and ohs'to MWmtz8 the
of decaying wastage.
(} Clean up spillage on a routine basis(e.g.7-10 day
Entervst dosing summer:1Sm day tertrnral durke vrtnlar).
Feed Storage Accumulation of feed (} Reduce mobtim acorsrwba8an*!thin and smurid
residues immediate peftWarof feed storage areas by
insuring drainage away from aim and/or proving
adequate containnmert(e.g..covwad bin for
bm mrg grain and rdrnW high moisture$(ain
prodnut#s).
{) inspect for sand remove or break up acarrrelsted
solids in filar strips around bed storage as needed.
Anirnai Hotding Accumulation of animal {) EffmMate tow area fuel trap moisture alarg rMoes
Areas wastes and feed wastage and otter krcadona t+ttM waste accumulates and
disturbance by snimals is rnlntnal.
() Makttatn fi nos rows and filter strips aronmd animal
holding arms to me accumulations of wastes
(Le.inspect for and remove or bleak up accumulated
solids as needed).
NrC—November 11.1996
10

Dry Manure Handling knurnuistions of animal ()Remove spillage on a routine hasia(e.g.7-10 day
Systems wastes interval during summer,15-M days interval durkq
wh t *where manure is loaded for WW appscation
or disposal,
()Provide for adequate draktage around mvwm stodrpdes
()inspect tot and remove or beak up sommtulated wastes
In 1Ytar strips around stodrpliea and manum handling
arras to needed.
The issues checked() pertain to this operation. The landowner/integrator agrees to use
sound judgment In applying Insect control measures as practical.
I cerflfy the aforementioned insect control Best Management Practices have been
reviewed with me.
. r
(Landowner SignatUre)
For more Information contact the Cooperative Extension Service,Department of Entomology,Box
7513, Norm carouna State unNVn ty,Rah,NC 27585-7813.
AMIC--November 11, 1996
LI

Le
Wot Permit No.:
Swine Farm Waste Management—Odor Control Checklist Date:
Owner Signature:
INSTRUCTIONS FOR USE
♦Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will Implement on this facility. Items ch ck d selected become a re uirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
• NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility. Site Specific Practices
Cause/Source 6MP Option to Minimize Odor
Comments
FARMSTEAD ■Traps dust and gases,provides dilution
♦Swine Production El Maintain vegetative or wooded buffers at or and visual screening
near property boundary
■May require third party input/approval
Reduce odors and vectors that occur
♦ Improper drainage El Grade and landscape so water drains away with stagnant conditions
from facilities and prevent ponding
❑ Maintain farm access roads and prevent traffic •prevents D spillage onto public oats during transport and
In waste application area
© OtherBMPs—please describe
MORTALITY MANAGEMENT
♦Carcass ® Dispose of mortality using method approved •Required by statute and permit
Decomposition by NCDA&CS State Veterinarian.Manage •May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated(or freezer)dead
boxes within 24 hours for short-term mortality
storage. complete incineration
Incomplete Incineration © Use incinerators with secondary burners for •Reduce odors by
complete combustion.
❑Other BMPs—please describe
APP ROVED—7/]5/2019
Page 1 of 6
Swine AMOC

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimlze Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
• Flush tanks ❑ Install flush tank covers •Pit-flush systems
♦Odorous Gases ❑ Flush pits at least 4 times per day •Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days a Pit-recharge or"pull-plug"systems
decomposition © Underfloor flush with pit ventilation
•Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦Ammonia ❑ Flushlrecharge with treated effluent
©Treat waste in pits with proven biological or •Monitor for any solids accumulation in pit
chemical additive
❑OtherBMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦Manure covered floors ❑Scrape manure from alleys into pens daily •Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
•Odorous Gases ❑Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry a Alds in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑Treat barn exhaust •Examples:blofiiters,wet scrubbing,windbreaks
•May reduce ventilation rate depending on method
❑ OtherBMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except •Required by rule 15A NCAC DZD.SSD2
when necessary to add/remove feed
❑ Minimize free-fall height of dry feed
El Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal •May require third party input/approval
❑ Use feed additives •May require third party input/approval
♦Ammonia ❑ Use feed-reduced crude protein diet •May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERA!
• Dust ❑ Install temperature and humidity sensors •Maintain relative humidity at 40to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat Indoor air
❑ Use Indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑OtherBMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon •Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives •Monitor for any Increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or •Methane can be flared if not utilized
anaerobic digester
❑ OtherSMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in a=rdance with
CAW MP
♦Wind drift ® Pump intake near lagoon surface •Required by rule 15A NCAC 02D.11102
❑ Pump from second stage lagoon
El Follow good neighbor policy .Avoid application on known weekends,
special days,or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute,rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist
Permit No.:
Cause/Source BMP Option to Minimize Odor
Comments Site specific Practices
LAND APPLICATION(CONTINUED)
©Apply during favorable wind conditions, •Recommend checking predicted average hourly
(especially for traveling guns or impact wind anticipated within 24 hours prior to
sprinklers)
start
❑When practical,apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
•Allows for better vertical dissipation of odor
❑ When possible,apply waste mid-moming to
late-afternoon
❑ For traveling guns,use taper-ring or taper-bore •Less odor and drift than ring nozzles
nozzles
❑ For traveling guns,use largest-available nozzle
that provides acceptable application uniformity
© Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑otherBMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑Transport sludge in covered vehicles or tankers
❑Apply In thin,uniform layers •Speeds drying and prevents pondEng
Required w
thin 48 hours or prior to
❑ incorporate
after application, •icat on,and in accordance whichever is first,for conventionally tilledin event,
with permit. bare soils
❑ Use Injection method for sludge application
❑ Dewater sludge prior to application
❑ U se alternatives to land application,such as
compost,gasification,energy generation,etc.
❑ OtherBMPs—please describe
Swine AMOC
Page 5 of b APPROVED—7/25/2019
I

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool(AMPAT) www.extension.lastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Saline Production Facility Manure Management:Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment www.bae.nr-su.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www,nres.udsa.gov
NC NRCS Standard 380—Wlndbreak/Shelterbelt Establishment www.nres.udsa.govwww.nra.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System Florida Cooperative Extension Service
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO1071995 Conference Proceedings NC State University
Options for Managing Odor:A Report from the Swine Odor Task force
Swine AMOC
Page 6 of 6 APPROVED—7/25/2019

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.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
❑ ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
/ 13B .0200.
- ,}' r ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C.0102.
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):
Any method which, in the professional opinion of the State Veterinarian,would make possible
❑ ❑ the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval 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
F also recommended for all animal operations. This plan outlines farm-specific mortality man-
/ '�l" agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
j �v ports a variety of emergency mortality disposal options; contact the Division for guidance.
and is activated
C A cat numbers when umbers of deatrophic mortalid animals exceed normaldisposal n is part ofthe mortality rates facility'sA s WMP 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.
Signature of Farm owner Manager Date
l Date
Signature of Technical Specialist