820630_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these 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, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0630 Certificate Of Coverage Number:
2. Facility Name: Jana Farms #1 & #2
3. Landowner's Name (same as on the Waste Management Plan): Dana Batts Strickland
4. Landownees Mailing Address: 3025 Edmond Matthis Rd
City: Clinton State: NC
Telephone Number: 910-592-3614 Ext. E-mail:
5. Facility's Physical Address: 2523 Edmond Matthis Rd
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Dana B. Strickland
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
Operation Types:
NC
AWS820630
Zip: 28328
Zip: 28328
Dana Batts Strickland
! to §W q33 Ex. I/ V 9 � 33(o
Meshy -Brown LLC-Brown LLCV
Phone No.: 910-990-3365 OIC #: 992218
Allowable Count
6,400
Swine
Cattle
Dry Poultry ..
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
RECEW0r,rz"
APR 0SMS
w'
Regjonai o I ne SSCM00

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)
1
fafs,
C c
63 9VV
0
19.50
2
a
/&
UUU
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
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]
RE�FWWfijC=DWR
APR 0 3 M9
Wit Qu�tity
Re�tonal operguo :e! 3twoh

'.
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a princip executive officer of the corporation):
r
Name: ' J Y 1 Title:
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
.Tana Farms
Dana Strickland
P.O. Box 862
Clinton, NC 28329
11-10-2005
This plan has been developed by:
Greer Moore
Private
PO Box 338
Harrells, NC 28444
(910) 53 -4493
Y, A �,
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: _ /L' , ,
Technical Specialist Signature Date
456928 Database Version 3.1 Date Printed: 11-10-2005 Cover Page 1
�Gf�� `�"(an u�W leer„ 7//315 �"crau '17 �D G2o-/)wA

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
�-- ----------------------------- ---------------------
------------- --
Note: In source ID, S means standard source, U means user defined source.
Preview Database Version 3.1 Date Printed: 05-11-2009 Source Page 1 of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
�-� sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge
Crop
I..= 120 bu
Nitrogen
Maximum
PA-N Rate
lb/ac
150
Utilization Table
Maximum Sludge
Application Rate Minimum Acres Minimum Acres
1000 gal/ac 5 Years Accumulation 10 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
13.16 16.29 32.58
Minimum Acres
15 Years Accumulation
48.87
Cay 6 ton R.Y.E.
300 26.32
8.14 16.29
24.43
Soybean 40 bu
160 14.04
15.27 30.54
45.81
�`� 456928
Database Version 3.1
Date Printed: 11-10-2005
Sludge Page 1 of 1

1N
The Wast,., Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure (
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Source
Tract
Field
ID
Soil Series
6288
Fl-HI
S5
Blanton
6288
F1-Hl
S5
Blanton
6288
Fl-H2
S5
Blanton
6288
Fl-H2
S5
Blanton
6288
F2-H3
S5
Blanton
6288
F2-H3
S5
Blanton
6288
F2-H4
S5
Blanton
6288
F2-H4
S5
Blanton
6288
F4-Hl
S5
Gritney
6288
F4-Hl
S5
Gritney
6288
F4-H2
SS
Gritney
6288
F4-112
SS
Gritney
Tolal
Use.
Acres
Acres
Crop
3.41
3.41
Small Grain Overseed
3.41
3.41
Hybrid Bermudagrass Hay
2.07
2.07
1 Small Grain Overseed
2.07
2.07
Hybrid Bermudagrass Hay
2.70
2.70
Small Grain Overseed
2.70
2.70
Hybrid Bermudagrass Hay
2.70
2.70
Small Grain Overseed
2.70
2.70
Hybrid Bermudagrass Hay
2.70
2.70
Small Grain Overseed
2.70
2.70
Hybrid Bermudagrass Hay
1.54
1.54
Small Grain Overseed
1.54
1.54
Hybrid Bermudagrass Hay
Preview Database Version 3.1
Date Printed: 5/11/2009
Year I
tucgen Comm Res. Mdnun
PA Fert. (lbs/A) PA
Jutrient Nutrient Nutrien
Req'd Applied I I Applie(
RYE I Period I N I N I N I Method N
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
4.5 Tons
*3/1-10/15
*225
0
0
Irrig.
22
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
4.5 Tons
*3/1-10/15
*225
0
0
Irrig.
22
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
4.5 Tons
*3/1-10/15
*225
0
0
Irrig.
22
1.0 Tons
10/1-3/31
50
0
0 1
Irrig.
51
4.5 Tons
*3/1-10/15
*225
0
0
Irrig.
22:
1.0 Tons
10/1-3/31
50
0
0
Irrig.
51
5.5 Tons
*311-10115
232
0
0
Irrig.
23,
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5(
5.5 Tons
*3/1-10/15
232
0
0
Irrig.
23,
Liquid
Solid
Liquid
Solid
ManureA
Manure
Manure
Manure
pplied
Applied
Applied
Applied
(ate)
(acre)
(Field)
(Field)
1000
gal/A
Tons
1000 gals
tons
19.97
0.0
68.11
0.01
306.47
0.01
> 89.87
0.00
0.0(
19.97
0.00141.34
89.87
0.00
186.04
0.01
53.93
0.01
19.97FO.0c
0.0(
89.8
0.00
242,66
19.97
0.00
53.93
0.01
89.87
0.00
242.66
0.01
19.97
0.00
53.93
0.0(
0-00
250.21
0.01
92.67
19.97
0.001
30.76
0.0(
142.71
0.01
92.67
0.0
WUT Page 1 of 2

Waste Utill )n Table
Y
Nitrogen Comm Res. Manure Liquid Solid
PA Fort. (lbs/A) PA ManumA Manure
Nutrient Nutrient Nutrient pplied Applied
Rod Applied Applied (acre) (acre)
(lbs/A) Obs/A) pbs/A) )
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
Balance, tons
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000 gals
1,672.73
1,222 t
tons
-450.33
0.01
0.0t
0.0(
Preview Database Version 3.1 Date Printed: 5/11/2009 WUT Page 2 of 2

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Required Specifications For Animal Waste Management
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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
456928 Database Version 3.1 Date Printed: 11/10/2005 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
brealdng dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
456928 Database Version 3.1 Date Printed: 11/10/2005 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
- -
456928 Database Version 3.1 Date Printed: 11/10/2005 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
456928 Database Version 3.1 Date Printed: 11/10/2005 Specification Page 4

Crop Notes
The following crop note applies to field(s): F3, F4-HI, F4-112, F5
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced l' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Fl-Hl, Fl-H2, F2-H3, F2-114
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
`f Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
456928 Database Version 3.1 Date Printed: 11-10-2005 Crop Note Page 1 of 2

The following crop note applies to field(s): F3, F4-HI, F4-H2, F5
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): F1-H1, 171-112, F2-H3, F2-H4
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
-- essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
.� 456928 Database Version 3.1 Date Printed: 11-10-2005 Crop Note Page 2 of 2

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Swine Farm Waste Management Odor Control Checklist
— Sonrce
cause
111171's to Minbnize ollnr Silc Specific Prac'lit-CS
F:unutc:ul
Swine production
Vegelalivc or wooded buffers; -
Recornmended besl nnumgcmcnl practices;
Gored judgmcnl and common sense
Animal body surfaces
Dirly manure -covered animals
Dry Iloors
F lour wr foces
wcl nr:uurr-c-covered floors
Slolled floors; ,
Walcrers located over slollcd floors;
Cl
Feeders al high cnd of solid Hoots;
C7
Scrape manure buildup from floors;
Cl
Underfloor ventilation for drying;
!\I.unrre callectiou pill
0 Ilrioc;
Cl
Frequenl manure rcnoval by Ihush, pig recharge,
• 11.11lial microbial decolnposiliorl
or scrape;
F-I
Untlerlloor ventilation
Verllddliurl cxhausl !anus
• Volatile gases;
hall nrriuietlance;
Dust
Efficient air movemcnl
Indoor sm Grtcs
a Dusl
washdown between groups of arrinrrls;
f:l
Fccrl addilivcs;
Feeder covers;
CI
I'ecd delivery downspout exicoders hr fccrlcr
_
covers
I�lusl► l:mks
Agilalion oCrecycled lagoon
f7
I:lusll lank covers;
liquid while tanks are filling
O
Extend fill lines to near bommi of tanks with
:uuli-siphon vents
1:I►rylr alleys
Agitation during waslewalcr
171
Underfloor (lush with under Iloor ventilation
conveyance
I'll recharl;c poir►Is Agitation of recycled lagoon fl I:xlcud recharge lines to near houonr ol'pits
liquid while pill are filling wilh anti -siphon vents
Lill atalioos - Agitation during sump Irork f_! Srmtp lurk covers
filling and drawdotvn
Onlside drain cullccliun Agilation during; wastewalcr CI llox covers
or jrmclion boxes conveyance
Ai` OC - 1.1 --ember 11, 1996, Page 3 f

Cause
11M I Is (1) millimize ()fill[ Silt. Specific III-aclicts
S0111-ce
n-
i-xiaw discharge imill, or i)ii)cs lindcl-licall,
Agimfion during wasimalcr
End of drainpipes
Irgnon
conveyance
lagooll liquid level
surfaces
Volatile gas emissions;
Proper lagoon liquid cill);161Y;
Biological mixing;
Correct lagoon slavitip prombires;
• Agiialion
Iviiiiiinum surface area-lo-voill.111C ratio;
Miniunun agi(alion wilell.plimping;
F-I
Mechanical aeration;
17)
Proven biological additives
hli1.
,aliu,% sprinkler
0 ligh pfessille agitation;
Oil dry (lays with little or no wind;
19 m -dry days wil
Irrigate
11
undies
0 Wind drift
Minimum recoil] III Clidul operating plessurc;
11111111i intake, near lagoon li(plid surface;
n-
Pump from second -stage lagoon
WA. tir Isasill
0 I'allial 11liclollial decomposition;
Cl
Iliffloill ur midlevel loading;
&III fi-we
Mixing while, filling;
El
Tank covers,
• Agitation When cillplYilig
o
na!iiii stiaacc mats or soiws;
n-
i,rovea, woiocicai aiiiiiiiivcs or ()xi(';lllls
a Pallial microbial (Iccompsilioll;
Cl
Emend drainpipe outlets 1111ticl-11CHIll liquid
ScIllillf; Ilanill surface
a Mixing While filling;
level;
L-1
Remove scaled solids M911140Y
Manure. sherry or sludge
Agilalinil %vlicll spreading;
f7
Soil injection orshirry/sludgcs;
simcmicr oullels
Volatile gas emissions
n
Wash *rcsitlll;ll 111;111111-c From spreader after use;
171
111-ovell biological additives or oxillaws
• Volatile gas emissions while
13-
Suil injection of's hu ry/sludges
I I C I -Ivcrc"F, I —I; I It—, I I, C,
slurry or sltjtlgv on licit]
drying
n
Soil incorporalinn within 111 lirs.;
sill I.-It:cs
0
Spread in Illin ullil,01-111 layers I*Ilr rabid drying;
171
Proven biological additives or oxillilills
Carcass decomposition
Proper disposition ofca"Cil5su';
Dcall milmah,
Cl
Complele covi.-ril1j; of calcas.sys in burial Ails;
Dcad
Calcass Ilecomposilioll
pits
❑
Proper I oca lion/con 511-11 cl i0o Ortlisl)05al Ails
hictullpicle combustion
Sceolidary slack bill.11cus
A N-10C - I -mber 11,
1996. Page #1
I

Source Cause limps to Minimize Odor site Specific Practices
Standing wJtcr afuunld Improper drainage; Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic maucr _ - _
Manure tracked onto Poorly Maintained access roads Cann access road maintenance
public roads lions farm
access - -- - - --- — -
Additional Infortuatinn :
Swim Manure Managetncul ; 0200 Rule/LIMP Packel
Swine Production Farm Putculial Odor Sources and Itenledies ; Ii13AE Fact Sheet
Swinc Production Facility Manure Managenieut: PA Rccilarge - Lagoon Treatment ; GDAL'• 128-88
Swine Production Facility Manurc Managctilent: Underfloor Flush - Lagoon Treatment ; E-BAI? 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; L'•13AI: 103-83
Calibraliun of Manure and Wastewater Application Equipment ; CIIAE Fact Shcct
Controlling Odors from Swine Buildings ; 13111-33
Environmental Assurance Program ; NPPC Manual
Oliiiuns fur N.Iiiiiagiag Odtir ; a report Irons llic Swine Odor l'ask Forcc
NlliS;atee Conccrus in Animal -Manure Management: Odors and flies ; PROM, 1995 Conference Proceedings
Available From :
NCSII, CoMaty liactcnsiun Cenler
NCSII - IlAI:
NCSII - BAI:
NCSII - DAli
NCSII - IIAE
NCSII - IIAI:
NCSII - Swine Gxlension
NC fork Producers Assoc
NCSII Agri Communications
Flnrida Cooperative Extension
AA1OC: - No ---her 11. 1996, Page 5

}
0 -�
Insect Control Checklist for Animal Operations
-- Source_
Cause
13MPs to Conlroi Insects -
Site Specific 1'racliccs
—
hluab (iulters 1
Accumulation of solids
Liquid Systems —
r4-r r�lush system is designed and operated
Suftici:ently to remove accumulated solids front
pullers as designed.
M Itclnove bridging of accumulated soli►ls al
-
I agoons ;Ind Ills --
�- Clusted Solids
l ischarge
IVlalitlatlt 1ag00ltS, SCtlhitg I1aSln5 and 111tS LVhel'e---
pest breeding is apparent to atinintize IIle
crusting of solids to a depth of no more than 6 -
---
----
Inchcs over more than 30% of surface.
I:�Lcs.ivc Vcgelative
• Decaying vegetation
---
tative control along banks of '---- -
Maintain vegetative
lagoons and other impoundllneilts to prevent
accumulation of decaying vegetative matter
---A,—_--
_ --
`-� along; water's edge on ilnpoun(ImenPs perimeter.
Fcc'luf:, -- --. �Fcerl Spillage
Feed SwI ,,Lc -- -0 -- Accuuiulalions of feed residues
AM. � November 11, 1996, Page I
i Dry Sysunis
�D-esignperat
, le and olainlain feed systenis
bunkers and troughs) to Ininimize the
/accumulation of decaying wastage.
rly Clean up spillage on it routine basis (c.g., 7 - 10
day iruerval during summer; 15-30 day illierval
(luring winter).
�•� lteducc nloisuire accumulation witllia and
aroon(l inunediale perimeter of lee(1 slur age
areas by insuring drainage away Plum site
and/or providing adequate containment (e.g.,
covered hin for brewer's grain and similar filgh
moisture grain produces).
n hispect lbr and remove or break up a(-cumulatul
solids in filter strips around iced slojilge :Is
needed.

_ Source—�_.__� .
AllrrnJl I1oldin •` - - - - Cause _
b Areas Accumulations ofanimal wastes I;MI's to Control Insects
and feed wastage Eliminate !ow areas that trap moisture along - - -__ z $i c Spccif_ rclices
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
C1 Maintain fence rows and filter strips around
animal holding areas to minimize
acctltntalations of wastes (i.e., inspect for and
_ remove or break up accumulated solids as
I)rY �lanwc liauilinb • Accumulations of anima! wastes needed).
Sy�reurs n Remove spillage on a routine basis (e.g..
day interval during summer; IS-30t! interval
during - - - - -
during winter) where manure is loaded for land
application or disposal.
n Provide for adequate drainage around nraurrre
stockpiles.
rl hrspect for and remove or break up accumulate!
wastes in filter strips around stockpiles and
_manure handling areas as needed.
For , inlrrnriun c,o.n.tact theIt,leiLl',N', 2jCooperative Extelsion Service, 1)cpartmcnt of ! mamolo Y-. R-o-x 7613,- - • - _ -
— ----
Nortlt Carolina Stale University
AMIC - tJuvenrber I1, 199,C Page

EMERGENCY ACTION PEAT
PHONE NUMBERS
DWQ 9/0 4se s.¢i
EMERGENCY MANAGEMENT SYSTEM 9 //
SWCD 910 5'92 - 796'-3
NRCS 9,,0 5qz - ;:963
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.
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
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 irritation pump.
C. Make sure no siphon occurs.
d. Stop all flows in the house. flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible 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 how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger,(either on or off of the 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; Phone9la 1s6=�� 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 Iocal EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number f 7"6 ; local SWCD office phone number s�z -79Gg
and local NRCS office for advice/technical assistance phone number - sue; 'q63
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address: ) r,
c. Contractors Phone: 0
2 December I8, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer. etc.)
a. Name: G' curI I ac.-.✓:c fC
b. Phone: 9/o-3Srs—lovo
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.

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 Second ry Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
i 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 beat 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.
Rendering at a rendering plant licensed under G.S. 106-168.7,
71 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
j� 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
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�L&4tmL�
Signature of Farm owner/Manager
Signature of Technical Specialist
Date
Date

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
APR 0 3 ?019
wp"Qualfty
Regional C'avnns ftwn

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 sidewalis, 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
APR 0 3 2019
Regbmi Operations Section

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).
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 lealdng 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 dam failure.

Operator:Jana Farm
County:
Sampson
Date:
09/06/95
S/% /
Distance to nearest residence
(other
than owner) :
1500.0
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
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
Volume = 0.0 cubic feet 410 C S7r4/1.59 -0 i;- 7 C/O--1
R�Qez 7 ,
4 TOTAL DESIGNED VOLUME
Inside top length (feet)-------------------- 170.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 45.0
Bottom of lagoon elevation (feet)------------ 33.0
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 3.0 164.0 144.0 11.0
AREA OF TOP
LENGTH * WIDTH =
164.0 144.0 23616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
98.0 78.0 7644 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
131.0 111.0 58164 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23616.0 58164.0 7644.0 1.8

Total Designed Volume Available = 163944 CU. FT.
1.1

� 9 �
S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170.0 150.0 25500.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 25500.0 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
5B. 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 recirculat(
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
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 fool
Volume = 14875.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15937.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5C.
14875
cubic
feet
5D.
15938
cubic
feet
TOTAL 54256 cubic feet
6. SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard===================================>
Side
Inside top length======================_====>
Inside top width====================-------->
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
N
rg�y
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
170.0 feet
150.0 feet
45.0 feet
33.0 feet
150256 cu. ft.
163944 cu. ft.
37.0 feet
40.8 feet
37.0 feet
39.0 feet
96000 cu. ft.
97441 cu. ft.
*
*
F,

7.
(Sih fri)
Start pumping elev._________________________> 43.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 148007 cu. ft.
Volume at start pumping elevation===========> 147861 cu. ft.
Required volume to be pumped================> 38319 cu. ft.
Actual volume planned to be pumped==========> 50420 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
DESIGNED B APPROVED BY: ,ee``,0.H C,4f�o
DAT � r/4
` DATE: q� 1/��/ 4 �0,�"./�'9e
v
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 5 16415
COMMENTS:
*
*
*
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

Operator:Jana Farm #2
County:
Sampson
Distance to nearest residence
(other
than
owner):
I. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
3200 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 09/06/95
1500.0 feet
= 0
lbs
= 0
lbs
= 0
lbs
= 0
lbs
= 96000
lbs
• 0
Total Average Live Weight = 96000 lbs
12. 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
Volume = 0.0 cubic feet &14 Sl,,,� e-
s ��- rao-wner
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 200.0
Inside top width (feet)---------------------- 130.0
Top of dike elevation (feet)----------------- 45.0
Bottom of lagoon elevation (feet)------------ 34.0
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 3.0 194.0 124.0 10.0
AREA OF TOP
LENGTH * WIDTH =
194.0 124.0 24056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
134.0 64.0 8576 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164.0 94.0 61664 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24056.0 61664.0 8576.0 1.7

Total Designed Volume Available = 157160 CU. FT.

t
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 130.0 26000.0 square feet
Buildings (roof and lot water)
v
0.0 square feet
Describe this area.
TOTAL DA 26000.0 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
5B. 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 recirculatf
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
180 days storage/7.48 gallons
Volume = 0.0 cubic feet
per CF
F^. Volume of rainfall in excess of evaporation
v Use period of time when rainfall exceeds
evaporation by largest amount.
180 days excess rainfall =
7.0 inches

4 1.
Volume = 7.6 In * DA / 12 inches per four
Volume = 15166.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5C.
15167
cubic
feet
5D.
16250
cubic
feet
TOTAL 54861 cubic feet
6. SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard___________________________________>
Side
Inside top length===========================>
Inside top width============================>
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
180 days
7.0 inches
7.5 inches
1.0 f eet .--
3.0 : 1
200.0 feet
130.0 feet
45.0 feet-'
34.0 feet
150861 cu. ft.
157160 cu. ft.
40.0 feet
41.3 feet
40.0 feet
40.0 feet
96000 cu. ft.
98927 cu. ft.
*
*

Start pumpin elev._________________________> 43.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 140910 cu. ft.
Volume at start pumping elevation===========> 140784 cu. ft.
`- Required volume to be pumped================> 38611 cu. ft.
Actual volume pl nned to be pumped==========> 41857 cu. ft.
i1� Min. tkness o; soil liner when required==> 1.6 feet
7. DESIGNED B W APPROVED BY:
r CA-Ri, ,�
DATE : � DATE: �'] a "" y � •��
e�e Do
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
m g
1 41
COMMENTS: G�esr �Zz 6�� c-►� ` .� ow � of %-4
a. -for» ✓c., f �a�: �i c►�.e Caen,,.----.eW��
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins. ���'
1

8 i.
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0-ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.