090130_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: 09-0130 Certificate Of Coverage Number: AWS090130
2. Facility Name: Baldwin Branch Nurser\
3. Landowner's Name (same as on the Waste Management Plan): Baldwin Branch Nursery Inc
4. Landowner's Mailing Address: 818 S Poplar St
City: Elizabethtown State: NC Zip: 28337-0535
Telephone Number: 910-874-1380 Ext. E-mail: scampbellldstmc.net
5. Facility's Physical Address: 61 Bubble T Rd
City: Elizabethtown State: NC Zip: 28337
6. County where Facility is located: Bladen
7. Farm Manager's Name (if different from Landowner): Crai¢ Ross Lennon
8. Farm Manager's telephone number (include area code): 910-876-0558 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Prestae,e Farms Inc
10, Operator Name (OIC): Charles M. Hardee Phone No.: 910-645-4039 OIC #: 16284
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 6,080
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

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)
09-130-01
(
(0rl1)l91(
Cbt 1
52, 5OD
19.00
1
_
r343103
't9'Otl—
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), signed 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 by a principal executive officer of the corporation):'
Name: .�r Title: ]�t7 5r
Signature: rt b Date: 3 Z
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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Baldwin Branch Nursery Inc
Baldwin Branch Nursery
818 S Poplar St
Elizabethtown, NC 28337-0535
Subject Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.kov/about/divisions/water-resources/water-ctualiw-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure Four continued coverage under the State Non -Discharge General Permits, You must submit an application for
permit coverage to the Division. Enclosed v'ou will find a "Request for Certificate of Coverage Facilik Currently Covered b\ an
Expiring State Non -Discharge General Permit." The application form must be completed_ signed and returned by April 3, 2019.
Please note that \ ou must include one (1) cop► of the Certified Animal Waste Manasement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fa\ etteville Regional Office, Water Quality Regional Operations Section
Bladen County Soil and Water Conservation District
AFOG Section Central Files - AWS090130
Prestage Farms Inc
Nth Caara': ra Department of Eon manta Quell: DiYsion of Water Resa.::oes
E 512 Ni. Sj sbun' St. 11638 Mai' Sen-:oe Center ! R&' gh, North Carobs 2769v-1S26
? "' 919.707 90DC

Nutrient Management Plan For Animal Waste Utilization
11-15-2011
This plan has been prepared for:
Baldwin Branch Nursery Inc
Matt Hardee
304 Westwood Drive
Elizabethtown, NC 28337
910-874-4020
This plan has been developed by:
Samuel G Warren
NRCS
208 West Chestnut Street
Goldsboro, NC 27530
[phone]
CP s
Developer Signature
Type of Plan: Nutrient Management 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.
/—/S—/:
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:
Technical Specialist Signature Date
Preview Database Version 3.1 Date Printed: 11-15-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S5
Broadcast
Incorporated
Injected
Irrigated
Year 1
Swine Nursery Lagoon Liquid waste generated 1,161,280 gals/year by a 6,080 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Max. Avail.
PAN (lbs) *
2,907
Actual PAN
Applied (lbs)
2956
2675
4593
5059
2907
PAN Surplus/
Deficit (lbs)
-49
Actual Volume
Applied (Gallons)
1,180,547
Volume Surplus/
Deficit (Gallons)
-19,267
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
Preview Database Version 3.1 Date Printed: 11-15-2011 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment
'ool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
12222
1
12222
12222
12222
Field
1
2
3
4
PLAN TOTALS:
Total
Acres
3.90
1.90
1.70
1.00L
Useable
Acres
3.90
Plat
Rating
Unknown
1.90 Unknown
1.70
1.00
8.50 8.50
Unknown
Unknown
LI
N/A
N/A
N/A
N/A
Soil Series
Woodington
Goldsboro
Lynchburg
Goldsboro
Crop Sequence
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
RYE
1.0 Tons
*6.5 Tons
1.0 Tons
P205
Removal
(Ibs/acre)
15
80
15
Applied
(Ibs/acre)
Hybrid Bermudagrass Hay
6.5 Tons
80
N/A
N/A
N/A
N/A
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
5.5 Tons
1.0 Tons
68
15
6.5 Tons 80
N/A
N/A
N/A
LI
<2
>= 2 &
<= 10
.Potential Leaching
Low potential to contribute to soluble
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
Technical. Guidance
None
Nutrient Management (590) should be planned.
High potential to contribute to soluble
nutrient leaching below the root zone.
> 10
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered. Examples
are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Tenn No -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391).
PLAT Index
0-25
25 - 50
51-100
> 100
Preview
.Rating
Low
Medium
High
Very High
P Management Recommendation
No adjustment needed; N based application
No adjustment needed; N based application
Database Version 3.1 Date Printed 11/15/2011
NOTE: Symbol * means user entered data.
Application limited to crop P removal
Starter P application only
PCS Page Page 1 of 1

The \ . Utilization table shown below summarizes the waste utilization plan for ...is 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 or 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 in 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
Tract
12222
12222
12222
12222
12222
12222
12222
12222
Source
Field ID
1
1
2
2
3
3
4
4
S5
S5
S5
S5
S5
S5
S5
S5
Soil Series
Woodington
Woodington
Goldsboro
Goldsboro
Lynchburg
Lynchburg
Goldsboro
Goldsboro
Total
Acres
3.90
3.90
1.90
1.90
1.70
1.70
1.00
1.00
Use.
Acres
3.90
3.90
1.90
1.90
1.70
1.70
1.00
1.00
Crop
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
Preview Database Version 3.1
Year 1
RYE
1.0 Tons
*6.5 Ton
Applic.
Period
10/1-3/31
3/1-9/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
50
*325
0
0
N
0
0
Applic.
Method
Irrig.
Irrig.
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid Solid
Manure Manure
Applied Applied
(Field) (Field)
50
325
1000
gal/A
19.97
129.82
Tons
0.00
0.00
1000 gals
77.89
506.29
tons
0.00
0.00
1.0 Tons
6.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
50
296
50
238
50
6.5 Tons 3/1-9/30 296
2. Symbol * means user entered data.
Date Printed: 11/15/2011
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
0 0 Irrig.
50
296
50
238
50
19.97
118.24
19.97
95.07
19.97
0.00
0.00
0.00
0.00
0.00
296 118.24 0.00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
Balance, tons
37.95
224.65
33.95
161.61
19.97
118.23
1,180.55
1,161.28
-19.27
WUT Page Page 1 of 1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Narrative
Landowner yield records for 3 of last 5 years used to over -ride rates to "grandfather" yields above RYE.
Preview Database Version 3.1 Date Printed: 11-15-2011 Narrative Page Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
12222
Field
1
Woodington
Soil Series
Application Rate
(inches/hour)
0.40
Application Amount
(inches)
12222
2
Goldsboro
0.50
12222
3
Lynchburg
0.50
12222
4
Goldsboro
0.50
Preview Database Version 3.1 Date Printed 11/15/2011 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data
1.0
1.0
1.0
1.0

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan.
Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be limited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
O
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
12222
1
Req'd Nutrients
50
0
0
0
0
0
0
0'
Acres App. Period
3.90
10/1-3/31
Supplied By:
,
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Woodington
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
11-03-11
Manure
50
27
68
6
0
1
0
0
P Removal' Rating
15 lbs/ac.
Unknown
BALANCE
0
27
68
6
0
1
0
0
Tract Field
12222
2
Req'd Nutrients
50
0
0
0
0
0
0
0
Acres App. Period
1.90
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0,
0
0
0
0
0i
01 0
Commercial Fert.
0
0
0
0
01 0
Soil Series
Goldsboro
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
11-03-11
Manure
50
27
68
6
0
1
0
0
P Removal Rating
15 mow.
Unknown
BALANCE
0
27
68
6
0
1
0
0
Tract Field
12222
3
Req'dNutrients
50
0
0
0
0
0
0
'
0
Acres App. Period
1.70
10/1-3/31
Supplied By:
-
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Lynchburg
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
11-03-11
Manure
50
27
68
6
0
1
0
0
P Removal Rating
15 lbs/ac.
Unknown
i
BALANCE
0
27
68
6
0
1
0
0
Tract Field
12222
4
Raged Nutrients
50
0
I I
0
0
1
0
0
0
0
Acres App. Period
1.00
10/1-3/31
Supplied By:
CROP
Small Grain Overseed
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Goldsboro
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
1.0 Tons
11-03-11
Manure
50
27
68
6
0
1
0
0
P Removal Rating
15 lbs/ac. lUnlcnown
BALANCE
0
27
68
6
0
1
0
0
NOTE: Symbol * means user entered data
r ew
Database Version 3.1 Date Printed: 11/15/2011
NMR Page Page 1 of 2

Nutrient Management Recommendations Test
YEAR
Tract I Field
kcres
App. Period
CROP
12222
3.90
1 Req'd Nutrients
3/1-9/30 Supplied By:
Hybrid Bermudagrass Starter
Hay
Soil Series
RYE I_ Sample Date
P Removal [Rating
Woodington
*6.5 Tons
11-03-11
N
(lbs/A)
P2O5
(Ibs/A)
K.2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
32
0
0
0
0
0
0
0
Commercial Fert.
0 0
0
0
0
0
0
Residual
0 0
0
0
0
0
0
0
Manure
80 lbs/ac.
Unknown
BALANCE
325 177
445 40
2
7
Tract 1 Field 12222 2 Req'd Nutrients
A.cres f App. Period 1.90 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter
Hay
Soil Series
RYE] SampleDate
Goldsboro
0 177
445 40
2
7
0
0
0
0
296
0
0 0
Corrunercial Fert.
0
0
0 0
0
0
Residual
0
0
0 0
6.5 Tons
11-03-11
P Removal Rating
80 lbs/ac. ♦Unknown
Tract . Field
Acres ! App. Period
CROP
12222
Manure
296
161
405 36
BALANCE
3 Req'd Nutrients
1.70 3/1-9/30 Supplied By:
Hybrid Bermudagrass Starter
Hay
0
161
405 36
238
0
0 0
0
0
0
0
0
0
0
1
7
1
0
1
7
1
0
Commercial Fert.
Soil Series
El Sample Date
r F;emovall Rating
Lynchburg
Residual
0
0
0 0
5.5 Tons
68 lbs/ac.
11-03-11
Manure
Unknown
BALANCE
Tract
Field
hares rpp. Period
12222
4 Req'd Nutrients
CROP
Soil Series
1.00
3/1-9/30
Hybrid Bermudagrass
Hay
Goldsboro
0
238
0
296
0
130
0 0
0
0
0
0
0
0
0
0
326 29
130
0
326 29
1
1
5
1
0
5
1
0
0 0
Supplied By:
Starter
0
Commercial Fert.
0
0
0 0
0
0
0
(YE Sample Date 6.5 Tons 11-03-11
Removal Rating 80 lbs/ac. Unknown
Residual
0
0
0 0
Manure
BALANCE
296
0
161
161
405 36
405 36
1
0
7
0
1
C)TE: Symbol * means user entered data.
-ew Database Version 3.1 Date Printed: 11/15/2011
NMR Page Page 2 of 2
0
0
0
0

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the 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 of the 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 Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
1b/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres l Minimum Acres
5 Years Accumulation i 10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
15.48
30.95
46.43
Hay 6 ton R.Y.E.
300
26.32
7.74
15.48
23.21
Soybean 40 bu
160
14.04
14.51
29.02
43.52
Preview Database Version 3.1 Date Printed: 11-15-2011 Sludge Page Page 1 of

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).
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.
Preview Database Version 3.1 Date Printed: 11/15/2011 Specification Page 1

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 breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and 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.
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.
Preview Database Version 3.1 Date Printed: 11/15/2011 Specification Page 2

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.
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.
Preview Database Version 3.1 Date Printed: 11/15/2011 Specification Page 3

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EMERGENCY ACTION PLAN
PHONE NUMBERS 433 — 3300
Dwr.}
EMERGENCY MANAGEMENT SYSTEM
g(2,_ 309
NRCS GIO - 7%g 8(02--- 311
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 —actions 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 —actions 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 actions:
a. Dig a small sump or ditch away from the einbankment 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?
Contact appropriate agencies.
a. During normal business hours. call your DWQ (Division of Water Quality)
regional office; Phone . After hours, emergency number: 1-800-858-0368.
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 undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface waters, call local EMS phone number-
910—s?2—i%
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number , local SWCD office phone numberZ'�
and local NRCS office for advice/technical assistance; phone number —(4Q,3(o
4. If none of the above works call 911 or the Sheriff's 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. Contractor's Name:
b. Contractor's Address:
c. Contractor's Phone:
147 eC0K
Z.S I�2rJ� 5 • E -` ,3, r3 L
SIo l - gzoz._
2 December 18, 1996

•••• • •• • • AK
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
rac;l: NCS
` i6 -2'2,4F1
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.
3 December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
i
Liquid Systems
Flush gutters • Accumulation of solids
O Flush system is designed and operated
sufficiently to remove accumulated solids from
utters as designed
Remove bridging of accumulated solids at
xlfscharge
Lagoons and pits • Crusted solids
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 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation "Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • 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- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed ❑ Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
El Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ 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 needed)
Dry manure • Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Farmstead
• Swine production
n Vegetative or wooded buffers
ecommended best management practices
Good judgment and common sense
Animal body
surfaces
• Dirty manure -covered
animals
Dry floors
Floor surfaces
• Wet manure -covered floors
Slotted floors
" Waterers located over slotted floors
D Feeders at high end of solid floors
D Scrape manure buildup from floors
D Underfloor ventilation for drying
Manure collection • Urine
pits
• Partial microbial
decomposition
D Frequent manure removal by flush, pit recharge,
or scrape
D :Underfloor ventilation
Ventilation exhaust • Volatile gases
fans
• Dust
® Fan maintenance
(7 . icient air movement
Indoor surfaces
• Dust
Washdown between groups of animals
D Feed additives
El Feeder covers
Cl Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon D Flush tank covers
liquid while tanks are filling p Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
Additional Information:
BMPs to Minimize Odor
Farm access road maintenance
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Site Specific Practices
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Swine Farm Waste Management Odor Control Checklist
Source
Storage tank or
basin surface
Settling basin
surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
sludge spreader
outlets
BMPs to Minimize Odor
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
• Agitation when spreading
• Volatile gas emissions
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Uncovered manure, • Volatile gas emissions while
slurry, or sludge on drying
field surfaces
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
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
Incinerators
• Carcass decomposition
• Incomplete combustion
Standing water
around facilities
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
O Secondary stack burners
• Improper drainage
• Microbial decomposition of
organic matter
Site Specific Practices
O Grade and landscape such that water drains away
from facilities

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon J Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain
collection or
junction boxes
• Agitation during wastewater p Box covers
conveyance
End of drainpipes
at lagoon
Lagoon surfaces
• Agitation during wastewater O Extend discharge point of pipes underneath
conveyance /lagoon liquid level
• Volatile gas emissions --"K ,roper lagoon liquid capacity
• Biological mixing Correct lagoon startupproced
ures
p uses
• Agitation
N,Inimum surface area -to -volume ratio
• Minimum agitation when pumping
O Mechanical aeration
O Pi:dven biological additives
Irrigation sprinkler • High pressure agitation
nozzles
• Wind drift
FT/Irrigate on dry days with little or no wind
i iimum recommended operating pressure
Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Site Specific Practices

Version —November 26, 2018
��i�� 6-ar 1 Mortality Management Methods
ot Indicate which method(s) will be implemented.
N When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant iicensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted blithe NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionhof the State Veterinarian, wouldmake 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.
Signature of Farm Owner/Manager
JPC� f �l.[/I? KC��
Date
' Signature fTechnlcal Specialist
)'7
i nature. fTechnical Specialist D to

Operator: Matt Hardee County: i31ader, Date; 06/10/94
Distance to nearest residence (other than owner): 1500 feet ✓
1. STEADY STATE LIVE WEIGHT
O Saws (farrow to finish) )< 1417 lbs. = 0
O Sows (farrow to feeder) ;( 522 lbs. = 0
O Head (finishing only) X 135 lbs. = 0
O Sows (farrow to,,wean) X 433 lbs. = 0
6080 Head (wean to feeder) X 30 lbs. = 182400
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1=:2400
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 182400 lbs. SSLW X Treatment Volume C:F/ 1 b. SSLW
Treatment Volume C:F/lb. SSLW= 1.0 CF/Ib. SSLW
Volume = 182400 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
3.
Volume = 0
4. TOTAL DESIGN VOLUME
cubic feet
;ii Ate- 7122 be, a :,ett e_e,
Inside top: length 300 feet € width
Top of dike at elevation 52.00 feet
Fr eeboard 1.0 feet Side slopes
Total design lagoon l i qu i d level at elevation
Bottom of. lagoon at elevation 42.00
Seasonal- high water table elevation 47.50
175 feet
inside)
51.00 feet
feet v
feetci
Total design volume using prisrnoida1 fcor-mula.
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH, WIDTH
3.0 3.0 3.0 :4.0 294.0- 169.0
AREA OF TOP
LENGTH )4 WIDTH
294 169 49686 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
240 115 27600 (Area c'f Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH >( 4
267 142
DEPTH
151656 (Area of Midsection X 4)
CU. FT. = £Area top--(4XAr-ea Midsection)±Area Bottom] X Depth/6
49686 151 r_.56 27600
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = :343413 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon ( top of dike)
Length X Width =
300 175 F'2500 Square Feet
Buildings (roof and lot water)
Length `. ( Width =
0 o ci Square Feet
TOTAL DA F'2500 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in C:F/LL- SSLW 0.001 _:
Volume = 182400 Lbs. SSLW .. CF of waste/lb/day ; 1:30
Volume = 44652 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
voiurne of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume =
0 Gallons/day X 180 days storage/7.43
gallons per C:F
Volume = 0 Cubic feet
C. Volume of rainfall in _excess of evaporation
Use period of time when ra i nfa l I exceeds evaporation by
largest amount.
'180 days excess rainfall
Volume =
= 7.0 inches
7.0 Inches X DA / 12 inches per foot
Volume = :0.4,2E Cubic feet ✓
D. Vci I urne of 25 year - 24 hour- storm
Vro ! ume = 7.19inches / 12 inches per foot X DA
3 0 6 Z5
Vo1urne = 3 T.: Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 44652 Cubic feet
513. 0 Cubic feet
5C. _;oA25 Cub i c feet
5D. : 2E4 _; Cubic feet
3o(.2S
(113
TOTAL 1+89 Cubic feet
1059a1

!.j• a , .
<t
+1-4 •
6. SUMMARY7-:
Total required volume = 2'=�: L'� Cutsic feet '',ifir''-
Total design volume avail .= :34:3413 Cubic feet
Min. reqrd. tr-trnnt. vol. plus sludge accurn.= 162400 Cu. Ft.'-'
At elev. 48.00 Ft; Vol = 206!532 Cubic feet (end pumping)
3 r z 788 5A->
Total design volume less 2yr-2_4hr- storm = :;_:_t" _-Cu. Ft.
50.3 _ S^- • 3a / 3 c e-p'-
At elev. 2< ) Ft; Vol= : z Cubic feet (start pumping)
Seasonal high water table elevation i s 47.50 Feet, hich must
be lower than the elevation of top of treatment volume 4 ;„00
DESIGNED 13Y:
DATE:
APPROVED BY:
DATE: 61d-9ei
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES ,� /T� ` � LciPcr !07 _
!'Yo11' a/e —
e/
Ce. 6)674-e-fi...)

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumpingcycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre -
charged to.1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.30 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.00 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 75277 cubic feet or 563068 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.3
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

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 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.
LAGOON MAINTENANCE
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 debris
✓ Embankment --- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability --- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack 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 side walls, 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 side wall, 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 rung 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 into 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 occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will
function. Flush systems that wash waste into the lagoon several times daily are optimum for
treatment. Pit recharge systems, in which one or more buildings are drained and recharged each
day, also work well.
Practice water conservation --- minimise building water usage and spillage from
leaking waterers, broken pipes and wash down 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:
if 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 forage land; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forage land; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge shidge from lagoon with drag line 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 forage land; 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.
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 phosphorus, it should be applied only at
rates equal to the crop removal ofphosphoms. 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.