090073_Permit Renewal Application 2019_20190410

On September 30, 2019, t
expire. As required by th
Non -Discharge General Pe
must be received by the Divisi
Please do not leave any
Application must be signed an
1. Farm Number: 09-007
2. Facility Name: Green
3. Landowner's Name (same
4. Landowner's Mailing Addr
City: Clinton
Telephone Number: 91
5. Facility's Physical Addres.
City: Garland
6. County where Facility is lo<
7. Farm Manager's Name (if di
8. Farm Manager's telephone rr
9. Integrator's Name (if there is
10. Operator Name (OIC):
rn
1
Lincomix.
Now Approved - No Weight Restrictions!
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#fVeE.A•Jum Pis—t/
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Ktenarn Vanre ymllh
11. Lessee's Name (if there is not a Lessee, write 'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
0praton T►'n�c'
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
4
silo _90 (
Phone No.: 910-876-4227
Allowable Count
5,200
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
it
itte Management Systems will
0 operate under these State
Ite. Therefore, all applications
necessary corrections below.
AWS090073
28329
28441
OIC #: 996885
Other Tvnes
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other
-1- IVED!N D`4IDWR
APR 0 3 2019
WaterQuality
Regional OpeRegional °amnionsSection

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
63
19.00
64
19.00
GREEN SEA
,
19.00
GREEN SEAA
19.00
SIR GEORGE
19.00
SIR GEORGEA
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si gned b% the owner and a certified technical specialistcontaining:
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 every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
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 noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any. application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature:
vV�f irhrn
V
Date: 3 /
Title: •
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE. FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Nash Johnson
Green Sea / Sir George Farm
PO Box 25
Clinton, NC 28329
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
ation
tate
Your facility is currently approved for operation
the under
new animale wasteAnimal operation on Staste OateeiNon-DSschazgeoGeeralarge Pern►itsnare available
which expire on September 30, 2019. Copies o
at htt s:// a .nc. ov about/divi ions/water-resource water- u lit m -re io al-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
your continued cveraee under the State
S N Discha • e General Permits ou mu t submit an a••1'cation f
d b A riles 2�19•
CAWMP with the
the renewal
In order to assur
ermit cover• -e to the Division.
Ex . irin State Non-Dischar e General Permit." The
Please note that you must include one
on-
r
Enclosed ou will find a "R 'uest for Certificate of Covera e Facili Current] Covered y
lication form must be com leted. s' ned and return
11 c of the Certified Animal Waste Mana ement Plan
on a e 2 of
com leted and si ned a lication form. A
application form.
Failure to request renewal of your coverage under a general permit within the time period specified
Operation of your facility without coverage under a valid general permit would constitute a violation
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
list of items included in the CAWMP an be fo d
r
an
may result in a civil penalty .
of NCGS 143-215.1 and could
any related matter please feel
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
F eteville Regional Office, Water Quality Regional Operations Section
Bladen County Soil and Water Conservation District
AFOG Section Central Files - AWS090073
Murphv-Brown LLC
DENash Csra r a Degas rsrt of Erv.ram7 emt! Qua t.. D vso^ of rater Resa raes
- V - �12 t . Sa''abury St. ; 1636 Na S2r�•aa I±e.'t-• Rs gh , ! ortP' Cara' t s. 27G99-126
318.71276O0u

WASTE UTILIZATION PLAN
Monday, April 20, 2015
((444.4-4 -3/-/6
Producer :
Farm Name :
Telephone # :
Type of Operation :
Nash Johnson
Green Sea/Sir George Farm 9-73
P 0 Box 25
Clinton,NC 28329
[phone]
Wean to Feeder Swine
Number of Animals : 5200 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.
APR 0 3 2019
Water Quality
Regional Operations Section
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5200 pigs X .4 tons waste/pigs/year = 2080 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5200 pigs X .48 Ibs PAN/pigs/year = 2496 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
2286 1 ;FORESTON ALL BC 5.1 234.6 0 6.26 1468.6' MAR-SEP
2286 - 1 !FORESTON ALL SG 1 50 0' 6.26 313 SEP-MAY
2286 2 FORESTON ALL BC 5.1 234.6 0 9.4 2205.24 MAR-SEP
' 2286 2 .FORESTON ALL SG 1 50 0 9.4 470 SEP-MAY
2286 3 'GOLDSBORO 0-2% BC 5.5 254.1 0 12.19 3097.48 MAR-SEP
2286 - 3 GOLDSBORO 0-2% SG 1 50 0 12.19 609.5 SEP-MAY
2286 4 STALLINGS FC 3.4 146.2 0 12.42 1815.80 SEP-AUG
2286 5 :FORESTON ALL FC 3.4 156.4 0 7,76 1213.66 SEP-AUG
TOTALS: 11193.3
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 Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

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 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
FC ▪ TALL FESCUE -CONTROLLED GRAZED TONS 50
IIECEIVFDINICariODWR
PRR 0 3 2019
WetwrQuality
RetafrweJlOpelationsSaction
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 _48A3 11,193
TOTALS:
AMOUNT OF N PRODUCED:
`** BALANCE
48.03
11,193
2,496
-8,697
*** This number must be Tess 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 listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 395.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See 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)
2286 4 STALLINGS FC 0.50 *1
2286 -3 GOLDSBORO 0-2% SG 0.50 *1
2286 3 GOLDSBORO 0-2% BC 0.50 *1
;2286 -1, -2 FORESTON ALL SG 0.50 *1
5 FORESTON ALL FC 0.50 *1
,2286 1, 2 FORESTON ALL BC 0.50 *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 of 9

NARRATIVE OF OPERATION
Acreages are from the previous owner's plan dated 7/14/04 written by Kevin Weston. Fescue
will be planted in fields 4 & 5 in Fall, 2016. For Summer 2016, millet for grazing will be
planted in these two fields and producer may apply up to 194 Ibs/N/acre in field 4 and 217
Ibs/N/acre on field 5.
Page 5 of 9

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
and from anv aerennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 6of9

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 Iandownwer.
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.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, Teaks, 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 shall be used when these metals approach excessive levels. pH shall be adjusted
for 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
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: Green Sea/Sir George Farm 9-73
OWNER / 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. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
(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 FACILIT O NER: ( Nash Johnson
SIGNATURE: LDATE: 3 - 3 ( - /G0
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
! [phone]
SIGNATURE: , �'� " DATE:
Page 9 of 9

9-13
Swine Farm Waste Management Odor Control Checklist
Source
Cause
Farmstead
• Swine production
IIMPs to Minimize Odor Site Specific Practices
Cl Vcgetatir or wooded buffers;
M Recommended best management practices;
O Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
la Dry floors
• Floor surfaces
• Wet manure -covered floors
Slotted floors;
fIR Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits
• Urine;
• Partial microbial decomposition
M Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
Dust
Ill Fan maintenance;
• Efficient air movement
indoor surfaces
• Dust
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
Pit recharge points
Lift stations
• Agitation of recycled lagoon
liquid while piss are filling
• Agitation during sump tank
filling and drawdown
El Washdown between groups of animals;
M Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
covers
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
O Extend recharge lines to near bottom of pits
with anti -siphon vents
O Sump tank covers
Outside drain collection •
or junction boxes
Agitation during wastewater
conveyance
O Box covers
AMOC - November 11, 1996, Page 3

Source
End of drainpipes at
lagoon
Cause
IIMPs to Minimize Odor Site Specific Practices
• Agitation during wastewater
conveyance
Lagoon surfaces
CI Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions;
• Biological mixing;
• Agitation
19 Proper lagoon liquid capacity;
O Confccl lagoon startup procedures;
O Minimum surface area -to -volume ratio;
Id Minimum agitation whcn:pumping;
O Mcchauical aeration;
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation;
• Wind drill
QI Irrigate on dry days with little or no wind;
11 Minimum recommended operating pressure;
M Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
Cl Bottom or midlevel loading;
O Tank covers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
O Soil injection of slurry/sludges;
O Wash residual manure from spreader after usc;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slurry or sludge on field drying
surfaces
efe
O Soil injection of slurry/sludges
O Soil incorporation within 48 his.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition
• Proper disposition of carcasses
Dead animal disposal
pits
• Carcass decomposition
CI Complete covering of carcasses in burial pits;
13 Proper location/construction ufdisposal pits
Incincrat,rs
• Incomplete combustion
O Secondary slack burners
AMOC - November 11, 1996, Page 4

Source
Plush Gutters
1
Insect Control Checklist for Animal Operations
Cause
HMI's lu Control Insects Site Specific Practices
Liquid Systems
Lagoons and Pits
• Accumulation of solids
■ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed. '
❑ Remove bridging of accumulated solids at
discharge
• Crusted Solids
lig Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
xccssivc Vegetative
rowih
• Decaying vegetation
O Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative mailer
along water's edge on impoundment's perimeter.
Dry Systems
feeders
Feed Storage
• Feed Spillage 0 Design, operate and maintain feed systems (c.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
• Accumulations of feed residues • Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin fur brewer's grain and similar high
moisture grain products). -
❑ Inspect for and remove or break up accumulated
solids in filter strips around Iced storage as
needed.
AMIC - November I I, 1996, Page I

iuurre Cause
Adr,..... Holding Areas •Accumulations of animal wastes •MPs to Control Insects.—
O Eliminate low areas that trap moisture along Site Specific Practices
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
Dry Manure I landlin •
Systems Accumulations
6 •Accumulations of animal wastes CI Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
l 1 Provide for adequate drainage around manure
stockpiles.
CI Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more inlunnation contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina Sta
Raleigh, NC, 27695-7613. to llniversily,
AMIC - November 11, 1996, Page 2

Insect Control Checklist for Animal Operations
Source
Flush Gutters
Cause
MPS to Coidi of insects
Site Specific Practices
Liquid Systems
• Accumulation of solids
O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids ;►t
discharge
Lagoons and fits • Crusted Solids
O Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
I:xccsivc Vegetative
ciruwth
• Decaying vegetation
O Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeler, • Feed Spillage
O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during mintier; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues
O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin fi►r brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
' - November 1 I, 1996, Page 1

Version —November 26, 2018
• Mortality Management Methods
Primary Secondary
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.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
El
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
El El 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.
CI El 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).
DI El Any method which, in the professional opiniontof 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
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be>done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signatuq of Farm Owner/Manager
a-z..„2(
Signature of Technical Specialist
Date
Date

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ //0-y33-33o0 x_��6G'
EMERGENCY MANAGEMENT SYSTEM 91 o - ,F6
SWCD 9su- - S7
NRCS vo- 070 - 3 r7
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some. possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1' December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately
noted,such as employee ihow much was released njury, fish kills,d for what or property damage?
uration?
c. Any damage
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water. Quality)
regional office; Phone - - . After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number -- -
and local NRCS office for advice/technical assistance phone number -
4: If none of the above works call91.1 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
� -- ___...-a-ContractorsName'------ i k. tot a c061'
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
C."4, ,, 6eArARiiif
911J ?fr -IOU0
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
1
3 December 18, 1996

3
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
• Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
▪ Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
• Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon 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:

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

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

Operator:WAYNE HOWARD
5r
County: BLADEN
Date: 02/16/95
Distance to nearest residence (other than owner):
1500.0 feet
1. AVERAGE/LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder) x 14172lbs. -
lbs. = 0 lbs
head (finishing only) x 0 lbs
0 sows (farrow to wean) 135 lbs. = 0 lbs
2600 head (wean to feeder) x 433 lbs. = 0 lbs
Describe other x 30 lbs. 78000 lbs
Total Average Live Weight = 78000 lbs
}• MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/1b. ALW
Treatment Volume(CF)/lb. ALW =
Volume = 78000 cubic feet 1 GF/lb. ALW
h STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
560
Inside top width (feet) 103.
Top of dike elevation (feet) 102.410.0
Bottom of lagoon elevation (feet)
Freeboard (feet) 92.7
Side slopes (inside lagoon) 1.0
3.0 . 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDES LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 250.0 97.0 8.7
AREA OF TOP
LENGTH * WIDTH =
250.0 97.0
AREA OF BOTTOM
LENGTH * WIDTH
197.8 44.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
223.9 70.9
24250 (AREA OF TOP)
8861 (AREA OF BOTTOM)
63498 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
24250.0 63498.0 8861.4
1.5
Total Designed Volume Available = 140084 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
256.0 103.0 26368.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26368.0 square feet
Design temporary storage period to be 180 days.
3A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
180 days
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
Volume = 0.0 cubic feet
Z. 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 = 15381.3 cubic feet
per CF

5D. Volume of 25 year, — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16480.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 15381 cubic feet
5D• 16480 cubic feet
TOTAL 50909 cubic feet
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 ) 256.0 feet
Inside top width > 103.0 feet
Top of dike elevation ) 102.4 feet
Bottom of lagoon elevation > 92.7 feet
Total required volume ) 128909 cu. ft.
Actual design volume ) 140084 cu. ft.
Seasonal high watertable elevation (SHWT)===) 94.0 feet
Stop pumping elev. ) 58.7 feet
Must be ) or = to the SHWT elev. ) 94.0 feet
Must be > or = to min. req. treatment el.=> 98.7 feet
Required minimum treatment volume > 78000 cu. ft.
Volume at stop pumping elevation ) 81961 cu. ft.
Start pumping elev. ) 100.6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==) 123604 cu. ft.
Volume at start pumping elevation ) 121344 cu. ft.
Required volume to be pumped ) 34429 cu. ft.
Actual volume planned to be pumped ) 39382 cu. ft.
Min. thickness of soil liner when required==) 1.4 feet
. DESIGNED BY:
DATE:
APPROVED BY:
DATE: YZf zzl9 Gj
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:nayne moward #2 County: DLADEN
Date: 07/09. 92
Distance to nearest residence (other than owner): feet
l. STEADY RATE LIVE WEI8HT
0 sows (farrow to finish) x 1417 !bs.
0 sows (farrow to feeder) x 522 lbs.
0 head (finishing only) x 135 Ks.
0 sows (farrow to wean) x 433 \bs.
2600 head (wean to feeder) x 30 lbs.
=
=
=
=
=
0 /bs
0 its
0 !bs
0 Qs
78000 !bs
TOTAL STEADY STATE LIVE WEIGHT <SSLN> = 78000 lbs
2. MINIMUM REQUIRED TRFATmENT VOLUME OF LAGOON
Volume = 78000 ibs. SSLW x !reatment Vo!ume(CF)/!b. SSLW
Treatment Vo!ume(CF)/!b. SSLW= 1 CF//b. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUMt FOR SLUDGE ACCUMULATION
Vo!ume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 150.0 feet ; Ins/de top width 150.0 feet
Top of dike at elevation 52.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon.)
Tota| design lagoon liquid Qve/ at elevation 51.5 feet
Bottom of lagoon elevation *2.w feet
Seasonal high water table elevation 44.0 feet
Total design volume using pr|smoida> formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 144.0 144.0 9.0
AREA OF TOP
LENGTH * WIDTH =
144.0 144.0
AREA OF BOTTO!y
LKN6TH it NIDTH =
AREA OF MIDSECTION
LEN8TH * NIDTH * 4
117.0 117.0
20736.0 (AREA OF TOP)
8100.0 (AREA OF BOTTOM)
54756.0 (AREA OF MIDSECTION * 4)
CU. FT. = [ARFA TOP + (4*AREA MIDSECTION) + AREA DOTTOM] * DEPTH/6
20736.0 54756.0 8100.0 1,
�:DF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 125388 CO. FT.
|0

n. TEMPORARY STORAGE REQUIRED
5A.
DRAINAGE ARM,
Lagoon (top of dike)
Length * Width =
150.0 150.0 22500.0 square feet
8ui|din3s (roof and
Len8tb * Width =
0.0 0.0
- DA
lot water)
0.0 square feet
22500.0 square feet
Design temporary storage period to be 180 uays.
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 78000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 19048 cubic feet
5B. Volume of wash water
This is tne amount of fresh water used for washing floors or vo)ume
of fresh water used for a flush system. Mush systems that recircu!at
the lagoon water are accounted for in 5A.
Vo/ume c
0.0 Oa[\oos/day * 180 days stora3e/7.48 gallons
per CF
Vo/ume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by iar8est amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Voiume = 13125.0 cuo/c feet

5D. Vo,o=e of 25 year - 24 hour storm
Vo/ume = T.0 inches�nches per foot * DA
Voi�me = 13125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORA8E
5A.
5D.
5C.
5D.
l9048 cubic �eet
0 cubic feet
13125 cubic fee�
13125 cubic feet
TOTAL 45298 cubic feet
6. SUMMARY
Tota| required vo\ume 123298 cubic feet
Tot�� desi3n voiume eet
treatment vo/ume p/us su�3e �ccumu/a��on 78000 cuo�c f
Vo�ume s T8761 cubic feet (en� puap�ng)
Total des�So vo|ume !ess 25yr-24h� storm �s 112263 cub�c feet
At e}ev. 50.8 feet ; Vo�ume is 111292 cu�ic feet (s�art �u�pin�
Seasoo�� �i8h water tab/e eevatio� 44.0 feet
u�{ '
NOTE: SEE ATTACHED WASTE yTILIZATIOM PLAN

3. begin pump -out of tMe lagoon when f/uid Ove( reacnes e/eva-
.'tion 50.8 as marked by permanent markers. Stop pump -out
/uhen the fluid |evei reaches e>evat/on 49.0 or before fluid
depth is |ess than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm is
32173 cubic feet or 2�0655 3a/!ons. As stated before,
this volume will vary considerably from year to year.
4. The recopmenoed maximum amount to apply per irrigation is;*
one (1) inch and the recommended max/mum application rate is
inches per hour.
Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation shou|d be fertilized as needed
to maintain a vigorous stand.
Repair any eroded areas or areas damaged by rodents and
establish in vegetation,
7. All surface runoff is to be diverted from tne lagoon to stable
outlets.
S. 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 Env!ron-
menta! Management, has the responsibility for enforcing this law.,
'�
7

Operas er g WAYNE HOWARD
County; AWN
E
Dateg - 9 W
Distance to nearest residence (other than ow r ) m 1500.0 yrs_t
! & AVERAGE LIVE WEISHT (ALIA
f sows (farrow to finish) }{ 1417 lb.. = 0 lbs
_o4._ (farrow feeder)-7•? tt = !.j
0
sows :i ", J iy r f .'•) •G '� :.! C i x e>>_. l .. s e 1 b ss
head (f nis inm only) x 133 bs, = 0 lbs
sows (farrow 'tt wean) x 433 lbs. ... q l bs
2600 h:aJ (Wean to feeder) X 30 9 s = 7f3 00 lhs
Describe other = 0
Total Averar<.e Live We i o •ri = 78000 l s
E. 6`'I t N i NU '1 •;E ,U .i R_D 1 REt ! ! i iENT VOLUs`>s OF L(-GOON
Velum - 8000 lbs. f4L W x Treatment. VGi.um (CF) l lb. 'Pi W
Treatment Volume (CF) : ib. ALW) _ L C Fs lb. fLW
Voluwe = 7G'v'i09 cubin feet
1 STORAGE
GE t:zF 1' r e W
. �T,aFRr � •I_ t,:• � ti-: �L_1!�^C� �=1CrL_,r3L��� ! t �zEv
€3o1wte = 0.0 cubic feet
TC{Rim DESIGNED VOLTI4E Inside topj1 i?C_. j (f met)
Insider top € idt"`. ('fees)
Top of dike elevation (feet) -
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using ooriseoidal formula
SS/END SS/ ND2 SSS/SI..tE1 SS/SIDES LENGTH WIDTH DEPTH
.1= � 3.0 3.0 =te m 23ZL 0` 97.0 8.7
AREA OF TOP
LENGTH * WIDTH =
_iGi, 1";a 97, 0
AREA OF BOTTOM
LENGTH 'r WIDTH
197. A 44.8
AREA !F i ID6Er'TTON
LENGTH WIDTH 4
22 <s 9 70.9
t 4659 ( RFR 3 =F TOP)
ARAi (AREA OF BOTTOM)
63496 (AREA OF MIDSECTION .. 4)
CU. FT. = EARER TOP + (r: RRER MIDSECTION) + AREA BO i 3 � itTt] DEPTH/6
24250.0 63498.0 8851.4 z.s c
Total Desimned Volume Rva.ilable = 1490R4 CH. FT:

TP7MYllgRHY STRAG RE is rD
F :(NPEE P_' E
lagoon (top of dike)
Length .. Width =
FF.; m 1M3. lei 26363.0 square 'feet
Buildings (roof and lot water)
hw i+ squ rm feet Describe this area.
TO AL DS-i 2635: t square feet
nm ion temporary storaoe period to be .80 days,
5A. Volume of waste produced
Feces & urine production in gal./day p+sr 1 5 ?.b. RL W •i.37
Vnlume = 7F014i0 1 bs. f LW/1 a5 tbs. i:iE W •h 1.37 .i/=ci+. 180 d_ s s
%en1.t.nm = 142,:;•10 ?3e:ls. or 19048.1 cubic feet
Volume of !rash 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 're!rcul ate
the lagoon watera are accounted for in 5+A.
=
:.
7
eL. +�I Lir!.t.iQiislijd�, .(��.rii{i riay_ ;%eot'"c3e1 f_ `i'8 o>" I Qifs
per OF
= 0.0 cubic feet
t n1 umP of rainfall in excess of evaporation
Use period of time :'hen rainfall exceeds evaporation by 1,ar oes+- amount-
:.3qj days excess r ailil+ 1.1.
_ /, M :.itches
't o 1. .e_' = (.its in •- DA / 12 inches par foot
Volume = 15381.2 cubic feet

SD. Volum,. of 25 year } a hour s'_ or:,:
Volu = 7,5 5 inches / 12 inches per foot =- '.3
.alum= = 16480.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
rzr
B.
1904R. r.Uhir feet
'.t cubic : oat
15381 cubic feet
16480 cubic feet
TOTAL Fi09 9 cubic -sPt
6. SHMMARY
Temporary storage ge period — --?
Rainfall in Excess of evaporation )
?5 y=ar= — 24 hour rainfall }
Freeboard __. }
Side slopes i,,, ._ }
nmi riP 'ton 1 mith )
Inside 'top width - '-}
Top of Eike elevation )
Bottom of iao?o.oiS elevation- )
Total required
--
Actual desio:i volume-------- }
Seasonal high watertable elevation (S°-WT)===}
Stop pumping elev.--
Must .ba } or = to the SHWT elev. _. }
,Must be ) or = to ;liiii req, treatment ml.=)
Reou_red minimum ;treatment volume "}
Voll!mm at stop pumping elPvatior'ss:--_ __.- )
Start pumping a ev. =----- -- }
Must
Actual
Vn111!ftP
b e pumped---._
Required volume to i` �
Actual volume planned to be pumped--c-.. -- }
Min. •t.hicknsss of moil liner when requirr_d==)
DESIGNED Bpi
APPROVE F
DATE DATE.
NOf s F 9 SEE ATTACHFD W S? E UT t 1 h i .1: ur. PLAN
C! MENiSf
1B
7,0
1.0
c
2 6.
103.0
102.4
92.
128909
140084
3.!
94.0
98.7
j 8°ii,?! Zi
81961
be at bottom of freeboard :. 25 yr. rainfall
c!f.(li3 less 25 yr.— 24 hr, rainfall==> 123624
t mtP:rt pumping elevation ---•—_•} 1Pin44
3'i•^,2S
i G a
days
inches
inches
feet
ftt?a_
feet
fC etA,
f Pe Ss
ct 1. .ft _
cu ,s.
fast
fest
et
feet
cu. it.
Y s ev1
cu. I t.
cu. f 1.
i.:!E,_ ft.
39382 cu., f 'i .
, feet
heelA

oFE A : f '�y�' SAND MAINTFNANrE PAN
1
This lagoon is desionec for wavta treatment (permanent stereos) ) an
183 days cf `er ir'rt storage, The tine rEquired for the planned
fluid level (permanent and temporary strut e to be reachrip vary
due to site conditions, weather, flushing operations, and ;l:. e
amount
of fresh f-:'a'F:er art:ifisd to tale s;"_.ea_m
The designed temporary storage { •• •i An _y s_. _ for.
' consists of _ Ci, S 7rsa'!�� 'i F
i •! waste from i 'k a (2) _+ rainfall
. ,� �_
..:.� _;g "�? f f [i:f z.ii..::ts:J.s and excess "F'ai:i"i Wit:.:, .ls.:b. after evaporation. c'!'[?.GT:, Also
included is s4i.� ao �e for the 25 year - 24 hour st er;i for the locat
ion,
of;
Tha volume of . _ e Faiene"F'c:1erd from a given number of anials will --
.=`i, fairly constant `'he ye..,. 7t e i,,. year, but excess
'i _. 1 .� �Qt. _ tt,, the _c:s' and from s:�::' _1 f _ _ 'tC`- _
H i 1, va vary i_t:.2 year i o year. 25 yearrainfall 7 will rainfall Hill _.: i i' _ c, €' � _ e t' i `3 � r'h�, � � � _. .. '°d s. + not
ba a factor t€ consider in an annual pLtmpinf cycle, _' • this storage
volum-5, must -1 31` a s % P
F maximum elevati,rn is determined in each S.yrs-igsi •_ b-tiiii
pu ip'_ o and this is usually the outlet invert of ?pipe(s) from
;U.1C3.'.}13i!s1,• If the outlet pipe is not installed at the elevation t:
begin }igulping, aper permanent marker must et? installed at this evert if ti
to;indicate ah ti pui:= ino should begin An elevation must be established
to stop pumping t0 maintain lagoon treatment depth,
2.wpi g c n be started or st0 pad at any time between these two
elevations for oper'ati'iic convenience Es sir_ conditions permit, such as
weather, soils, crop, and equipment in order r o apply waste e !.{i. thout
runoff or .'ectch:'n!.
Land as. _ica'tioi of waste water isrecognized as an acceptable
method of disposal. Methods of application include solid !ass.
{center pivot,, guns, and traveling gun irrigation. Care should be
taken when applyapplyini.7 waste to prevent damn Csa' to craps -
The folloing items are to be carried out-
1- It is stron a f recommended that the 4.rtea:tmen. 32.L;coi? be _-
cha =i_ed to 1/2 its capacity to prevent excessive odors F_uriii_7
start-up, Pre--ciharginq reduces the con=_�.aen`ra'titon of the initial
. _. .. aiterii< the lagoon thereby reducing odors. Solids should
Q u'd be
covered ..ith effluent at all
times. Vher = eCi a _ini asco comp
lete,
flush buildings Eith recycled lagoon
liquid. sh water should not
be used for 'lI.tisiiiiFo after initial 'I"i.t_UiiFc.
Es ih_. attached waste utilization plan 7 be followed.
. G7 ri d:i shall L'1 ..!. 'c This
plan recommends sampling and ;est :ni ;_!f waste (see attachment)
before land application.
.1 2 ii temporary storaoe pump -out of the 1a_oon when fluid level
Y'=� •4ie•. Ile elevation ;iqin. 6 as marked by permanent tar''{i r- Stop pump
-
out _ hen the fluid level reaches elevation; SS. _ This temporary
'i:erAne, less 25 yr- 24 hr storm, contains 34 C cubic feet or

SKEET 2 OF ER
�. Ilhe recomoended uaxiiulm apply per irrigation is
one �1) i�ch and the recomaendod naximum application rate �s 0.3
inch per hour Rs,Fer tu i z:n plan far fur -her detalls
5. Reap areas adjacent to the
l��ocn mowed annually. Vegetaticn should be f�r�ili--�ed as needed
�o uainta�n a «�.yoruos stand
6' Repair amy eroded areas or areas daoaged by rodents and
establish in etEA. ion.
7. gll surface runoff is tn be divan- ad from tho lagoon to stable
nxt1ets.
8. Keep a mioimum o-� 25 fx--�t of grass vegeta�ed buffer around
was�e utiIizacica fisl�s adjmcant to parennial streams. �aste will
not be applied in oppa Do of a
residence or %ithin 1QZ feet of a :ell. Waste shall bz arim" isd in j�
�anner ont to reach ntksr Oroperty am� 7ublic ri�ht-of-�ays.
9. The Clean Water Act of 1977 prohibi�s tho dischargs of
pollu�ants into �aters of the United State�. The Depart�znt cf
Envlron�ent` Aealth` an� Natural Resources� Di�ision of En�iron-
uantal Managenent` has the res"oonsibi1ity Volg this Iaw.

ter
Green Sea / Sir George
Scale: 1 =300'
/}`
Green Sea
Well w/100' offset
Sir George
qy3
— Well w/100'
offset

Operator:nayne moward #2 County: DLADEN
Date: 07/09. 92
Distance to nearest residence (other than owner): feet
l. STEADY RATE LIVE WEI8HT
0 sows (farrow to finish) x 1417 !bs.
0 sows (farrow to feeder) x 522 lbs.
0 head (finishing only) x 135 Ks.
0 sows (farrow to wean) x 433 \bs.
2600 head (wean to feeder) x 30 lbs.
=
=
=
=
=
0 /bs
0 its
0 !bs
0 Qs
78000 !bs
TOTAL STEADY STATE LIVE WEIGHT <SSLN> = 78000 lbs
2. MINIMUM REQUIRED TRFATmENT VOLUME OF LAGOON
Volume = 78000 ibs. SSLW x !reatment Vo!ume(CF)/!b. SSLW
Treatment Vo!ume(CF)/!b. SSLW= 1 CF//b. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUMt FOR SLUDGE ACCUMULATION
Vo!ume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 150.0 feet ; Ins/de top width 150.0 feet
Top of dike at elevation 52.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon.)
Tota| design lagoon liquid Qve/ at elevation 51.5 feet
Bottom of lagoon elevation *2.w feet
Seasonal high water table elevation 44.0 feet
Total design volume using pr|smoida> formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 144.0 144.0 9.0
AREA OF TOP
LENGTH * WIDTH =
144.0 144.0
AREA OF BOTTO!y
LKN6TH it NIDTH =
AREA OF MIDSECTION
LEN8TH * NIDTH * 4
117.0 117.0
20736.0 (AREA OF TOP)
8100.0 (AREA OF BOTTOM)
54756.0 (AREA OF MIDSECTION * 4)
CU. FT. = [ARFA TOP + (4*AREA MIDSECTION) + AREA DOTTOM] * DEPTH/6
20736.0 54756.0 8100.0 1,
�:DF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 125388 CO. FT.
|0

n. TEMPORARY STORAGE REQUIRED
5A.
DRAINAGE ARM,
Lagoon (top of dike)
Length * Width =
150.0 150.0 22500.0 square feet
8ui|din3s (roof and
Len8tb * Width =
0.0 0.0
- DA
lot water)
0.0 square feet
22500.0 square feet
Design temporary storage period to be 180 uays.
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 78000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 19048 cubic feet
5B. Volume of wash water
This is tne amount of fresh water used for washing floors or vo)ume
of fresh water used for a flush system. Mush systems that recircu!at
the lagoon water are accounted for in 5A.
Vo/ume c
0.0 Oa[\oos/day * 180 days stora3e/7.48 gallons
per CF
Vo/ume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by iar8est amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Voiume = 13125.0 cuo/c feet

5D. Vo,o=e of 25 year - 24 hour storm
Vo/ume = T.0 inches�nches per foot * DA
Voi�me = 13125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORA8E
5A.
5D.
5C.
5D.
l9048 cubic �eet
0 cubic feet
13125 cubic fee�
13125 cubic feet
TOTAL 45298 cubic feet
6. SUMMARY
Tota| required vo\ume 123298 cubic feet
Tot�� desi3n voiume eet
treatment vo/ume p/us su�3e �ccumu/a��on 78000 cuo�c f
Vo�ume s T8761 cubic feet (en� puap�ng)
Total des�So vo|ume !ess 25yr-24h� storm �s 112263 cub�c feet
At e}ev. 50.8 feet ; Vo�ume is 111292 cu�ic feet (s�art �u�pin�
Seasoo�� �i8h water tab/e eevatio� 44.0 feet
u�{ '
NOTE: SEE ATTACHED WASTE yTILIZATIOM PLAN

3. begin pump -out of tMe lagoon when f/uid Ove( reacnes e/eva-
.'tion 50.8 as marked by permanent markers. Stop pump -out
/uhen the fluid |evei reaches e>evat/on 49.0 or before fluid
depth is |ess than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm is
32173 cubic feet or 2�0655 3a/!ons. As stated before,
this volume will vary considerably from year to year.
4. The recopmenoed maximum amount to apply per irrigation is;*
one (1) inch and the recommended max/mum application rate is
inches per hour.
Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation shou|d be fertilized as needed
to maintain a vigorous stand.
Repair any eroded areas or areas damaged by rodents and
establish in vegetation,
7. All surface runoff is to be diverted from tne lagoon to stable
outlets.
S. 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 Env!ron-
menta! Management, has the responsibility for enforcing this law.,
'�
7

Operas er g WAYNE HOWARD
County; AWN
E
Dateg - 9 W
Distance to nearest residence (other than ow r ) m 1500.0 yrs_t
! & AVERAGE LIVE WEISHT (ALIA
f sows (farrow to finish) }{ 1417 lb.. = 0 lbs
_o4._ (farrow feeder)-7•? tt = !.j
0
sows :i ", J iy r f .'•) •G '� :.! C i x e>>_. l .. s e 1 b ss
head (f nis inm only) x 133 bs, = 0 lbs
sows (farrow 'tt wean) x 433 lbs. ... q l bs
2600 h:aJ (Wean to feeder) X 30 9 s = 7f3 00 lhs
Describe other = 0
Total Averar<.e Live We i o •ri = 78000 l s
E. 6`'I t N i NU '1 •;E ,U .i R_D 1 REt ! ! i iENT VOLUs`>s OF L(-GOON
Velum - 8000 lbs. f4L W x Treatment. VGi.um (CF) l lb. 'Pi W
Treatment Volume (CF) : ib. ALW) _ L C Fs lb. fLW
Voluwe = 7G'v'i09 cubin feet
1 STORAGE
GE t:zF 1' r e W
. �T,aFRr � •I_ t,:• � ti-: �L_1!�^C� �=1CrL_,r3L��� ! t �zEv
€3o1wte = 0.0 cubic feet
TC{Rim DESIGNED VOLTI4E Inside topj1 i?C_. j (f met)
Insider top € idt"`. ('fees)
Top of dike elevation (feet) -
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using ooriseoidal formula
SS/END SS/ ND2 SSS/SI..tE1 SS/SIDES LENGTH WIDTH DEPTH
.1= � 3.0 3.0 =te m 23ZL 0` 97.0 8.7
AREA OF TOP
LENGTH * WIDTH =
_iGi, 1";a 97, 0
AREA OF BOTTOM
LENGTH 'r WIDTH
197. A 44.8
AREA !F i ID6Er'TTON
LENGTH WIDTH 4
22 <s 9 70.9
t 4659 ( RFR 3 =F TOP)
ARAi (AREA OF BOTTOM)
63496 (AREA OF MIDSECTION .. 4)
CU. FT. = EARER TOP + (r: RRER MIDSECTION) + AREA BO i 3 � itTt] DEPTH/6
24250.0 63498.0 8851.4 z.s c
Total Desimned Volume Rva.ilable = 1490R4 CH. FT:

TP7MYllgRHY STRAG RE is rD
F :(NPEE P_' E
lagoon (top of dike)
Length .. Width =
FF.; m 1M3. lei 26363.0 square 'feet
Buildings (roof and lot water)
hw i+ squ rm feet Describe this area.
TO AL DS-i 2635: t square feet
nm ion temporary storaoe period to be .80 days,
5A. Volume of waste produced
Feces & urine production in gal./day p+sr 1 5 ?.b. RL W •i.37
Vnlume = 7F014i0 1 bs. f LW/1 a5 tbs. i:iE W •h 1.37 .i/=ci+. 180 d_ s s
%en1.t.nm = 142,:;•10 ?3e:ls. or 19048.1 cubic feet
Volume of !rash 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 're!rcul ate
the lagoon watera are accounted for in 5+A.
=
:.
7
eL. +�I Lir!.t.iQiislijd�, .(��.rii{i riay_ ;%eot'"c3e1 f_ `i'8 o>" I Qifs
per OF
= 0.0 cubic feet
t n1 umP of rainfall in excess of evaporation
Use period of time :'hen rainfall exceeds evaporation by 1,ar oes+- amount-
:.3qj days excess r ailil+ 1.1.
_ /, M :.itches
't o 1. .e_' = (.its in •- DA / 12 inches par foot
Volume = 15381.2 cubic feet

SD. Volum,. of 25 year } a hour s'_ or:,:
Volu = 7,5 5 inches / 12 inches per foot =- '.3
.alum= = 16480.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
rzr
B.
1904R. r.Uhir feet
'.t cubic : oat
15381 cubic feet
16480 cubic feet
TOTAL Fi09 9 cubic -sPt
6. SHMMARY
Temporary storage ge period — --?
Rainfall in Excess of evaporation )
?5 y=ar= — 24 hour rainfall }
Freeboard __. }
Side slopes i,,, ._ }
nmi riP 'ton 1 mith )
Inside 'top width - '-}
Top of Eike elevation )
Bottom of iao?o.oiS elevation- )
Total required
--
Actual desio:i volume-------- }
Seasonal high watertable elevation (S°-WT)===}
Stop pumping elev.--
Must .ba } or = to the SHWT elev. _. }
,Must be ) or = to ;liiii req, treatment ml.=)
Reou_red minimum ;treatment volume "}
Voll!mm at stop pumping elPvatior'ss:--_ __.- )
Start pumping a ev. =----- -- }
Must
Actual
Vn111!ftP
b e pumped---._
Required volume to i` �
Actual volume planned to be pumped--c-.. -- }
Min. •t.hicknsss of moil liner when requirr_d==)
DESIGNED Bpi
APPROVE F
DATE DATE.
NOf s F 9 SEE ATTACHFD W S? E UT t 1 h i .1: ur. PLAN
C! MENiSf
1B
7,0
1.0
c
2 6.
103.0
102.4
92.
128909
140084
3.!
94.0
98.7
j 8°ii,?! Zi
81961
be at bottom of freeboard :. 25 yr. rainfall
c!f.(li3 less 25 yr.— 24 hr, rainfall==> 123624
t mtP:rt pumping elevation ---•—_•} 1Pin44
3'i•^,2S
i G a
days
inches
inches
feet
ftt?a_
feet
fC etA,
f Pe Ss
ct 1. .ft _
cu ,s.
fast
fest
et
feet
cu. it.
Y s ev1
cu. I t.
cu. f 1.
i.:!E,_ ft.
39382 cu., f 'i .
, feet
heelA

oFE A : f '�y�' SAND MAINTFNANrE PAN
1
This lagoon is desionec for wavta treatment (permanent stereos) ) an
183 days cf `er ir'rt storage, The tine rEquired for the planned
fluid level (permanent and temporary strut e to be reachrip vary
due to site conditions, weather, flushing operations, and ;l:. e
amount
of fresh f-:'a'F:er art:ifisd to tale s;"_.ea_m
The designed temporary storage { •• •i An _y s_. _ for.
' consists of _ Ci, S 7rsa'!�� 'i F
i •! waste from i 'k a (2) _+ rainfall
. ,� �_
..:.� _;g "�? f f [i:f z.ii..::ts:J.s and excess "F'ai:i"i Wit:.:, .ls.:b. after evaporation. c'!'[?.GT:, Also
included is s4i.� ao �e for the 25 year - 24 hour st er;i for the locat
ion,
of;
Tha volume of . _ e Faiene"F'c:1erd from a given number of anials will --
.=`i, fairly constant `'he ye..,. 7t e i,,. year, but excess
'i _. 1 .� �Qt. _ tt,, the _c:s' and from s:�::' _1 f _ _ 'tC`- _
H i 1, va vary i_t:.2 year i o year. 25 yearrainfall 7 will rainfall Hill _.: i i' _ c, €' � _ e t' i `3 � r'h�, � � � _. .. '°d s. + not
ba a factor t€ consider in an annual pLtmpinf cycle, _' • this storage
volum-5, must -1 31` a s % P
F maximum elevati,rn is determined in each S.yrs-igsi •_ b-tiiii
pu ip'_ o and this is usually the outlet invert of ?pipe(s) from
;U.1C3.'.}13i!s1,• If the outlet pipe is not installed at the elevation t:
begin }igulping, aper permanent marker must et? installed at this evert if ti
to;indicate ah ti pui:= ino should begin An elevation must be established
to stop pumping t0 maintain lagoon treatment depth,
2.wpi g c n be started or st0 pad at any time between these two
elevations for oper'ati'iic convenience Es sir_ conditions permit, such as
weather, soils, crop, and equipment in order r o apply waste e !.{i. thout
runoff or .'ectch:'n!.
Land as. _ica'tioi of waste water isrecognized as an acceptable
method of disposal. Methods of application include solid !ass.
{center pivot,, guns, and traveling gun irrigation. Care should be
taken when applyapplyini.7 waste to prevent damn Csa' to craps -
The folloing items are to be carried out-
1- It is stron a f recommended that the 4.rtea:tmen. 32.L;coi? be _-
cha =i_ed to 1/2 its capacity to prevent excessive odors F_uriii_7
start-up, Pre--ciharginq reduces the con=_�.aen`ra'titon of the initial
. _. .. aiterii< the lagoon thereby reducing odors. Solids should
Q u'd be
covered ..ith effluent at all
times. Vher = eCi a _ini asco comp
lete,
flush buildings Eith recycled lagoon
liquid. sh water should not
be used for 'lI.tisiiiiFo after initial 'I"i.t_UiiFc.
Es ih_. attached waste utilization plan 7 be followed.
. G7 ri d:i shall L'1 ..!. 'c This
plan recommends sampling and ;est :ni ;_!f waste (see attachment)
before land application.
.1 2 ii temporary storaoe pump -out of the 1a_oon when fluid level
Y'=� •4ie•. Ile elevation ;iqin. 6 as marked by permanent tar''{i r- Stop pump
-
out _ hen the fluid level reaches elevation; SS. _ This temporary
'i:erAne, less 25 yr- 24 hr storm, contains 34 C cubic feet or

SKEET 2 OF ER
�. Ilhe recomoended uaxiiulm apply per irrigation is
one �1) i�ch and the recomaendod naximum application rate �s 0.3
inch per hour Rs,Fer tu i z:n plan far fur -her detalls
5. Reap areas adjacent to the
l��ocn mowed annually. Vegetaticn should be f�r�ili--�ed as needed
�o uainta�n a «�.yoruos stand
6' Repair amy eroded areas or areas daoaged by rodents and
establish in etEA. ion.
7. gll surface runoff is tn be divan- ad from tho lagoon to stable
nxt1ets.
8. Keep a mioimum o-� 25 fx--�t of grass vegeta�ed buffer around
was�e utiIizacica fisl�s adjmcant to parennial streams. �aste will
not be applied in oppa Do of a
residence or %ithin 1QZ feet of a :ell. Waste shall bz arim" isd in j�
�anner ont to reach ntksr Oroperty am� 7ublic ri�ht-of-�ays.
9. The Clean Water Act of 1977 prohibi�s tho dischargs of
pollu�ants into �aters of the United State�. The Depart�znt cf
Envlron�ent` Aealth` an� Natural Resources� Di�ision of En�iron-
uantal Managenent` has the res"oonsibi1ity Volg this Iaw.

ter
Green Sea / Sir George
Scale: 1 =300'
/}`
Green Sea
Well w/100' offset
Sir George
qy3
— Well w/100'
offset