820493_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: 82-0493 Certificate Of Coverage Number: AWS820493
2. Facility Name: A4"L8mth C, (\1 O_V, �C` V-A �em'.:4)
3. Landowner's Name (same as on the Waste Management Plan):1 �Crv►n M C `"
4. Landowner's Mailing Address: 5479 Harrells H•+.
City: Garland sq,5„ State:
9! V
NC
Zip: 28441
2 n nn
Telephone Number: no-�32 -a,�Zxt. E-mail:
5.
Facility's Physical Address: 5527 Wildcat Rd
City: Harrells State:
NC
Zip: 28444
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphv-Brown LLC
10.
Operator Name (OIC): Charles W. Allen
Phone No.: 9 " "
9 OIC #: 19804
q, _3`bs
--45b-2—
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Farrow to Wean
1,064
Operation Twes•
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
APR 9 3 2019

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)
NEW (SMALL)
/ fllo
1 i, av
OLD -FINISHER
V ►7
71 92
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (VAR), 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]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: _ V �� �Q UJ , Title:
Signature: WkUtDate: C
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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:
A&P South
A&P South A&P South
Garland, NC
[phone]
10-14-2015
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, NC 28444
(910)385-6 56
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.
Lx-
Signature (owner) Dad
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 Coijervation Commission.
Plan Approved By:
Technical Specialist
----------- -- --- --------------------
Preview Database Version 3.1
Date
----- --- ----------- ------
Date Printed: 03-07-2015 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.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 3,407,992 gals/year by a
1,064 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5259
Incorporated
9032
Injected
9946
Irrigated
5716
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,716
6614
-898
3,942,884
-534,892
----- - ---------------
Note: In source 1D, 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: 10-14-2015 Source 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 in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned
Crops
Summary
Total
Useable
Leaching
Tract
Field
Acres
Acres
Index (LI)
Soil Series
Crop Sequence
RYE
7770
1
4.72
4.72
N/A
Chipley
Annual Ryegrass - Pasture
1.6 Tons
Pearl Millett, Pasture
4.5 Tons
7770
2
1.44
1.44
N/A
Paxville
Annual Ryegrass - Pasture
2.8 Tons
Pearl Millett, Pasture
3.8 Tons
7770
3
0.50
0.50
N/A
Paxville
Annual Ryegrass - Pasture
2.8 Tons
Pearl Millett, Pasture
3.8 Tons
7770
4
14.34
14.34
N/A
Chipley
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
7770
Subl
2.33
2.33
N/A
lChipley
Annual Ryegrass - Pasture
1.6 Tons
Pearl Millett, Pasture
4.5 Tons
7770
Sub2
0.861
0.86
N/A
Paxville
Annual Ryegrass - Pasture
2.8 Tons
Pearl Millett, Pasture
3.8 Tons
7770
Sub3
0.75
0.75
N/A
Paxville
Annual Ryegrass - Pasture
2.8 Tons
Pearl Millett, Pasture
3.8 Tons
7770
Sub4
3.741
3.74
N/A
Chipley
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
PLAN TOTALS:
28.68
28.68
LI Potential Leaching Technical Guidance
< 2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>= 2 & Moderate potential to contribute to Nutrient Management (590) should be planned.
<= 10 ,oluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
Preview Database Version 3.1 Date Printed 3/7/2015
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The W. .e Utilization table shown below summarizes the waste utilization .i for this operation. This plan provides an estimate of the num4 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
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gaUA
Tons
1000 gals
tons
7770
1
S9
Chipley
4.72
4.72
Annual Ryegrass - Pasture
1.6 Tons
8/15-5/15
57
0
0
brig.
57
33.98
0.00
160.40
0.00
7770
1
S9
Chipley
4.72
4.72
Pearl Millett, Pasture
4.5 Tons
4/1-9/15
178
0
0
brig.
179
106.12
0.00
500.89
0.0
7770
2
S9
Paxville
1.44
1.44
Annual Ryegrass - Pasture
2.8 Tons
8/15-5/15
89
0
0
Irrig.
89
53.06
0.00
76.41
0.0
7770
2
S9
Paxville
1.44
1.44
Pearl Millett, Pasture
3.8 Tons
4/1-9/15
141
0
0
brig.
141
84.06
0.00
121.05
0.0
7770
3
S9
Paxville
0.50
0.50
Annual Ryegrass - Pasture
2.8 Tons
8115-5115
89
0
0
Irrig.
89
53.06
0.00
26.53
0.0
7770
3
S9
Paxville
0.50
0.50
Pearl Millett, Pasture
3.8 Tons
4/1-9/15
141
0
0
Irrig.
141
84.06
0.00
42.03
0.0
7770
4
S9
Chipley
14.34
14.34
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
29.81
0.00
427.46
0.0
7770
4
S9
Chipley
14.34
14.34
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
179
0
0
Irrig.
179
106.72
0.00
1,530.31
0.0
7770
Sub1
S9
Chipley
2.33
2.33
Annual Ryegrass - Pasture
1.6 Tons
8/15-5/15
57
0
0
Irrig.
57
33.98
0.00
79.18
0.0
7770
Sub
S9
Chipley
2.33
2.33
Pearl Millett, Pasture
4.5 Tons
4/1-9/15
178
0
0
Irrig.
178
106.12
0.00
247.26
0.0
7770
Sub2
S9
Paxville
0.86
0.86
Annual Ryegrass - Pasture
2.8 Tons
8/15-5/15
89
0
0
Irrig.
89
53.06
U.00
45.63
0.0
7770
Sub2
S9
Paxville
0.86
0.86
Pearl Millett, Pasture
3.8 Tons
4/1-9/15
141
0
0
Irrig.
141
84.06
0.00
72.29
0.0
7770
Sub3
S9
Paxville
0.75
0.75
Annual Ryegrass - Pasture
2.8 Tons
8115-5115
89
0
0
Irrig.
89
53.06
0.00
39.80
0.00
7770
Sub3
S9
Paxville
0.75
0.75
Pearl Millett, Pasture
3.8 Tons
4/1-9/15
141
0
0
Irrig.
141
84.06
0.00
63.05
0.0
7770
Sub4
S9
Chipley
3.741
3.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
29.81
0.00
111.49
0.00
7770
Sub4
S9
Chipley
3.74
3.74
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
179
0
0
Irrig.
179
106.72
0.0(
399.12
0.0
Preview Database Version 3.1 Date Printed: 3/7/20//15 WUT Page 1 of 2
t

Waste UV `ion Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Rod
(lbs/A)
Comm
Fert.
Nutrient
Applied
Obs/A)
Res.
pbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
Manvi:A
pplied
(acre)
Solid
Manure
Applied
(acre)
L ,d
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons ff
Total Applied,
1000 gallons
3,94198
Total Produced, 1000 gallons
3.407.99
Balance, 1000 gallons
-'3d-$9
Total Applied, tons
0.0
Total Produced, tons
0.0
Balance, tons
0.0
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 3/7/2r015 WUT Page 2 of 2
F

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
Application Rate
Application Amount
Tract
Field
Soil Series
(inches/hour)
(inches)
7770
1
Chipley
0.75
1.0
7770
2
Paxville
0.45
1.0
7770
3
Paxville
0.45
1.0
7770
4
Chipley
0.75
1.0
7770
Subl
Chipley
0.75
1.0
7770
Sub2
Paxville
0.45
1.0
7770
Sub3
Paxville
0.45
1.0
7770
Sub4
Chipley
0.75
1.0
APR 032019
Wate cimilty
GaeraUMSOdOn
Preview Database Version 3.1 Date Printed 3/7/2015 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

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 betaken 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
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
31.53
63.06
94.58
Hay 6 ton R.Y.E.
300
26.32
15.76
31.53
47.29
Soybean 40 bu
160
14.04
29.56
59.11
88.67
-- -- - -- -- - g
Preview Database Version 3.1 Date Printed: 03-07-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste 5toraue Capacity
Source Name
I Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Da s
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
96
1
2
78
1
3
84
1
4
90
1
5
107
1
6
141
1
7
174
1
8
180
1
9
180
1
10
165
1
11
151
1
12
136
* Available Storage Capacity is calculated as of the end of each month.
-------- ------------------------
Preview Database Version 3.1 Date Printed: 03-07-2015 Capacity Page 1 of 1

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).
1'-- 245685 Database Version 3.1 Date Printed: 6/12/2012 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
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.
245685 Database Version 3.1 Date Printed: 6/12/2012 Specification Pape 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.
`' 245685 Database Version 3.1 Date Printed: 6/12/2012 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.
�" 245685 Database Version 3.1 Date Printed: 6/12/2012 Specification Page 4

A & P South
Foe. No.:82-403
Total Field 1 = 7.05 Ac.
Wetted = 4.72 Ac.
Sub 1=2.33Ac.
�
Total Field 2 = 2.30 Ac.
Wetted = 1.44 Ac.
Sub 2 = 0.86 Ac.
Wells w/100'
Offsets
Specifications: Pulls
Ag Rain reveler wT9U0 =ose
w/Nelson 100 Gun Sprinkler
® 42 PSI; 93 GPM; 210' WD
18V lane Spacing
Well w/100'
Offset
4
5
3
6
7
Total Field 3 = 1.25 Ac.
Wetted = 0.50 Ac.
Sub 3 = 0.75 Ac.
Well w/100'
Offset
1
IC
Pull # Acres
1
2.51
2
2.21
3
1.44
4
0.50
5
1.86
6
1.80
7
1.88
8
2.81
9
1.63
10
1.40
11
1.32
12
1.64
Total 21.00
KI
Total Field 4 = 18.08 Ac.
Wetted = 14.34 Ac.
Sub 4=3.74Ac.
7/10/2014

g)�. ",1
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Site Spec;4;c Practices
t3MP's to Minimize Odor
Source
Cause
Swine production
(l/egetative or wooded buffers:
Farmstead
D,1L Recommended best management
Practices;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
Dry floors
Wet manure -covered floors
OKSlotted floors:LGr}pd�.ca61t
Floor surfaces
p(Waterers located over slotted floors;
ilk Feeders at high and of solid floors;
() Scrape manure buildup from floors:
O Underfloor ventilation for drying
Frequent manure removal by flush pit
Manure collection pits
Urine
recharge.or scrape
Parital mieorbial decomposition
() Underfloor ventilation
ventilation exhaust fans
-
Volatile gases:
Fan maintenance,
Efficient air movement -
Dust
m
lKWashdown between groups of animals
Indoor surfaces
Dust
Dustadditives:
() Feeder Covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
() Flush -tank covers
() Extend fill lines to near bottom of
liquid whiles tanks are filling
tanks with aff"phon vents
Agitation during wastewater
() Underfloor flush with underfloor
Flush alleys
ventilation
conveyenance
() Extend rechard lines to near bottom of
Pit recharge points.
Agitation of recycled lagoon
pits with anti -siphon vents
liquid while pits are filling
Agitation during sump tank filling
(I Sump tank covers
Lift stations
and drawdown
Outside drain collection Agitation during wastewater l 1 Box covers
nriunction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ()Extend discharge point of pipes
underneath lagoon liquid level ,
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Vlfind draft
Proper lagoon liquid capacity
O Correct lagoon startup procedures
() Minimum surface area -to -volume ratio
XMInimurn agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigate on dry days with little or no wind
X,Minimum recommended operation pressure
(+} Pump intake near lagoon liquid surface
() pump from second-stage"lagoon
AMOC-November 11. 1996

torage tank or basin
urface
fettling basin surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
(} Basin surface mats of solids
O Proven biological additives or oxidants
( ) Extend drainpipe outlets underneathi liquid
level
() Remove setded solids regularly
Manure, slurry or sludge Agitation when spreading (} Soil injection of slurry/sludges
() Wash residual manure from spreader after use
spreader outlets Volatile gas emissions
(} Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying I 1 Soil infection of slurry/sludges
or sludge on field surfaces l I Soil incorporation within 48 hours ;
()Spread in thin uniform layers for rapid drying
(} Proven biological additives or oxidants
Dead animals Carcass decomposition )<Proper disposition of carcasses
Dead animal disposal Carcass decomposition (1 Complete covering of carcasses in burial pits
of disposal pits
_ (► Proper location/construction
pits
Incinerators Incomplete combustion (}Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (1 Farm access road maintenance
roads from farm access
Available From:
I
Additional Information:
NCSU-County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-B1 E
Swine Production Farm Potential Odor Sources and Remedies, cE AE Fact Sheet
NCSU-SAE
Swine Production FaaTity Manure Management: Pit Recharge -Lagoon Treatment; EBAE 128-88
NCSU-13 E
Swine Production Facility Manure Management: Underfloor Ruse -Lagoon Treatment; EBAE 129-88
NCSU-B E
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; SAE Fact Sheet
NCSU-S 3 ineExtension
Controlling Odors from Swine Buildings; PIM-33
NC Pork jProduces Assoc
Environmental Assurenc Program: NPPC Manual
NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task =orce
Management: Odors and pies; PR0107, 1995 Conference Proceedings
Florida Oooperetive Extension
Nuisance Concerns in Animal Manure
The issues checked ( ) pertain to this operation. The landownerrintegrator agrees,to use sound judgmer., in applying
odor control measures.as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
APR C ?P1
waterQuality
egiotl8i Gperations Sel:jcn
- 1 -TW
(Landowner ;Signature)
AMOC-November 11, 1996

g2—L/93
INSECT CONTROL C; :ECKLIST FOR ANIMAL OPERATIONS
MP's to Minimize ler Site Spee::ic Practices
I; '
Source Cause
—
JUquid Systems)
Accumulation of solids
Rush system is designed and operated
Flush Gutters
sufficiently to remove acdumulated
solids from gutters as designed.
/Remove bridging of -accumulated solids at
discharge
Lagoons and Pits Crusted Solids
� Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to is depth
of no more than 6-8 inches over �more than
3o% of surface.
(7(ildaintain vegetative control alongibanks of.
Excessive Vegetative Decaying vegetation
lagoons and other impoundments to prevent
Growth _
accumulation of decaying vegetative matter
_
along water's edge an impoundment's perimeter.
(Dry -Systems) _
Feeders
Feed Spillage
Design, operate and maintain feed systems ie.g..
bunkers and troughs) to minimize the accumulation j
Of decaying wastage.
(dean up spillage on a routine basis (e.g. 7-10 day
r interval during summer; 15-30 day interval during Win er).
X Reduce molsture accumulation within and around
Feed Storage Accumulations of feed residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
' Inspect for and remove or break up accumulated
solids in filter strips around feed. storage as needed.
Animal holding Areas
AMIC—November 11, 1996
Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and 1
and disturbance by animals is minimal. j
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
a.e. inspect for and remove or break up accumulated,'
solids as needed).

�a-Lf9,3
EMERGENCY ACTION PLAN
PHONJ ER
DWQ -S3490 ,
EMERGENCY MANAGEMENT SYSTEM `ALL
SWCD f d 02
MRCS 219
k
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 item' 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 ar6 listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B : Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump. '
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 December;l8, 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? j
b. Approximately how much was released and for what duration? t
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; Phone - _ After hours, emergency'number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the! details
of the incident from item 2 above, the exact location of the facility, the localtion or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been
ken, and urface seriousness'.1of the situation
waters, call local EMS Phone number -
b. If spill leaves property or enters
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office; phone number L -
and local NRCS office for advice/technical assistance phone number
4: If none of the above works call 911 or the Sheriffs Department and explain yqur
problem to them and ask that person to contact the proper agencies for you. I�
5: Contact the contractor of your choice to begin repair of problem to minimize qff--site
damage.
a_ Contractors Name:
b. Contractors Address: kAe 91aLkh. cJiv 4�d+ lr�o 2' i
c. Contractors Phone: —
2 December � 8, l 996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: o
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.
i
December 118, 1996

Version —November 26, 2018
ortallty Management Methods
Whelndlcate which methods) will be implemented.
n sslec;i,7g multiple methods indicate a primary versus secondary option.
Metho!:�S oft7er than those listed must be approved by the State Veterinarian.
Primary
Secondary
Rout-ne Mortality
S�,r'p* th-ee feet beneath the surface of the ground within 24 hours of knowledge of animal
death. 1 he burial must beat least 300 feet from
any flowing stream or public body of water
(G•a•'05-403). The bottom of the burial pit should be at least one foot above the seasonal
tiig� `•' =:e- table. Attach burial location
map and plan.
_anufil; 'at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
Se. `2-_3
PerdA'!'-c
I/
at a rendering plant licensed under G,S. 1 06-168.7.
Cor-ole`e incineration according to 02 NCAC 52C .0102.
A coy ; ..posting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed
add'{tonal requirements
off -farm,
must be met and a permit is required from NC DEQ.
U
+--�
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
aAny
:,et-od which, in the professional opinion of the State Veterinarian, would make possible
the sai aye of part of a dead animal's value without
endangering human or animal health.
(Writ°e^ approval by the State Veterinarian must be attached).
(3 Mass Mortality Plan
LLJJ Mass ,^Mortality plans are required for farms covered by an NPDES permit. These plans are
also-sccmmended 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
.rv^e^ numbers of dead animals exceed normal mortality rates as specified by the State
% a'er .nar;an.
• Bur!a! 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),
• 'n tile event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 108-399.4.
Signaty�re of Farm Owner/Manager
Signature of Technical Specialist
Date
Date

tor:Carlie Bass County: Sampson
caner}
Date: 4./l/97
2500 feet
.nce to nearest residence (other
than
o
►VERAGE LIVE WEIGHT (ALW)
finish)
x
1417
lbs. _
0-sows (farrow to
0 sows (farrow to feeder)
x
522
135
lbs. _
lbs. _
0 head (finishing only)
x
x
433
lbs. -
0 sows (farrow to wean)
x
30
lbs. _
0 head (wean to feeder)
Describe other
Tota Average Live eig t =
0°lbs
0
lbs
0
lbs
o
lbs
0
lbs
222800
lbs
222800 lbs
MINIMUM REQUIRED TREATMENT VOL
UME OF LAGOON
Volume = 222800 lbs. ALW x Treatment Voluie(CF)/lb.ALW
W
Treatment Volume(CF)/lb. ALW =
Volume = 222800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION NOT DCOMPUT DGE GATAOWNER ACCUMULATION
Volume = 0 cubic feet REQUEST. WILL BE REMOVED A
NEEDED.
4.
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) -----
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet)---------------- _________
Side slopes (inside lagoon)----
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE10 SS/SIDE20 L26GTH0
3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
262.0 262.0
AREA OF BOTTOM
LENGTH * WIDTH =
208.0 208.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
235.0 235.0
[AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
68644.0 220900.0 43264.0 1.5
268.0
268.0
50.0
40.0
1.0
3.0
WIDTH
262.0
68644 (AREA OF TOP)
43264 (AREA OF BOTTOM)
of 14.40o0% dew^
oK rCotsel ¢.po
DEPTH
9.0
CU. FT. _
220900 (AREA OF MIDSECTION * 4)
Total Designed Volume Available = 499212 CU. F

WIV
5B.
5C.
Y STORAGE REQUIRED
INAGE AREA:
oon (top of dike)
ength * Width =
268.0 268.0
71824.0 square feet
ldings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 71824.0 square feet
ign temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 222800 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 406981.33 gals. or 54409.3 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 1503.9 gallons/day * 180 days storage/7.48 gallon
Volume = 36190.1 cubic feet per CF
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 inches * DA / 12 inches per foot
Volume = 41897.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 44890.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 54409 cubic feet
5B. 36190 cubic feet
5C. 41897 cubic feet
5D. 44890 cubic feet
TOTAL 177387 cubic feet

7.
Temporary storage period------====--------==>
180
days -
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
268.0
feet
Inside top width____________________________>
268.0
feet
Top of dike elevation=======================>
50.0
feet
Bottom of lagoon elevation==================>
40.0
feet
Total required volume=======================>
400187
cu. ft.
Actual design volume========================>
499212
cu. ft.
Seasonal high watertable elevation (SHWT)===>
45.4
feet
Stop pumping elev.__________________________>
46.2
feet
Must be > or = to the SHWT elev.==========>
45.4
feet
Must be > or = to min. req. treatment el.=>
46.0
feet
Required minimum treatment volume===========>
222800
cu. ft.
Volume at stop pumping elevation============>
319070
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
454322
cu. ft.
Volume at start pumping elevation===========>
451927
cu. ft.
Required volume to be pumped================>
132497
cu. ft.
Actual volume to be pumped==================>
132858
cu. ft.
Min. thic'ness of soil liner when required==>
1.
feet
DESIGNED APPROVED BY:
DATE: - `3 Z DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

<; oI- ChaT1iE. b,-� ..�. 1,s:.v •
S,arrll�r;(,,rl
rJnce i..0
t.I"1af'1
Owl'ec )
AVERAGE L I VI- W(:; I GH I ( AL W
0 s, o vis fr:iritraw I_o fiit Yi!
x
1'41.7
1.bs.
_, t
(3c> I"c7i,ad ( f ni-hirlc) c,rls., ?
x
135
lbs.
0 sows (farrow to wean l
x
433
lbs.
0 head (wean to feed .�
x
30
l bs .
(.) e s C r i bee (A h e'
00.0 f�:et
Ci l b;
(? 1 b a
121500 1bs
0 lb:
0 1 b;
0
-[ntal Averse? Live Weight = 121SOO 1
r-,ilN1rlUM REQUIRED TREATMEI',-!s VOLUME OF LAGOUM
I'h".1lUrfic:� •-- 121�:00 i A(_W x Treatsn(.,ni.. Volurn-((.�'" )f ,i At_W
T7-:;.1t:rnaT) L V4.)1ume (..F 1.b. ALW 1 CF/lb- A L W
VOLUME: F-OR SA. 1.)(')(.!:
1 f.. I :'o L`i:: `: 1. (:;!'•IE:. C_i V(_)L Uri:=
J 1:`.. .J, t:C;;.: 1L nc_-jL h
1'_c,"m vv.idt.il
1' di. k -1:} V ai. ;, feast. )-------- -- -- ----
:it C:sm o'f iagocirs :1s::.. t i 0 n ( feet
<sE:E:,ocar d ( -feet)-----.. - - - - - - - - - - - - - - - --
s.L -•per ( 111side ago011)----------------_-
Cit.al CiDc,iflT'I VOlUrn& 1t: ).n`! pTism0ida1. 'I'c)rrnU1a
SS/l ND1 LENGTH
2 . S 2
= G , S 290.0
W I L:) f H
OF' 80,r,r0m
L..E~:N(VIH x LJ1L)T\\H
FAyRLEA C)F< MIW4.ErCTI()r!
a(},0
49 .0
37 .0
1.0
2.5
1
85.0 11.0
OF B0`1 TOM j
C):`;;?', ( A E=A �1F M11) EC'1 10N .t 4 )
0
( lJ. F 1 . jj',,REA 1 (A, 4 s fiREA MID:�LC7IC)N) + AREA E3c7TT( M,J += DEPTH/(.
4 (_
0 . C t,OJ75.0 7 050.0 1 .
Eeta1 Designed VOIUrne Available = 168804 CU. FT.

I FMPORARY STORAGE RE_(:, U KH ,
.Q
MAINAGE: AREA:
Lagoon ( top of dike.:
Lenoth 1 Width
295.0 90.0 . &'550.0 square feet.
Buildings ( roof and lot- water)
0.0 square feet. Describe this area.
TOTAL DA nox square feet
Design temporary s>t. zge period to be 90 days.
M. Volume a! w.=ast.o produce,'
Feces a urine prod. ( ion in gal./day per 135 l b . ALW 1.37
volume = 121500 1 L ALW/ 1 35 l bs . AL.W * 1.37 gal/day 90 days
VoJ.ume = 110970 gm or 14835.6 cubic feet
Volume ::f wash water
This .is:: the amount at fresh water used for washing floors or volume
ol fresh water used or a flush system. Flush systems that recirculat.
the Lagoon watiter arc accounted for in 5A.
volume = 0.0 s_i_a ' l:: ns/day .a. 90 days storage/7 .48 gallon,,-:;
per GF
volume- _. 0.0 c'u is feet
Volume of rainfall in � Yss.$ of evaporation
t_1=.e }:period of tlf(Ie w, .'n rainfall exceeds evaporation by lar'gest. rifl'Iount
{; My:, excess vainfall = 7.0 inches
volume = 7.0 in + DA ✓ 1:2 inches per foot
volume = 15487.5 c.ukic t et

Vo1urne of 25 ye,av - 24 I)- -U)- t0Yfn
Volume 7 .0 i llt I t =; / 1 � inc: f,�e" pv---r f oot. * DA
Vol-urne = 15487.5 (-1t.!I is feet.
TOTAL REQUIRED TEMPOI-ARY `_:;TURAGE
5A .
1
cWt.) i c
f eEet
se.
0
cubic
feet
=,. 5c:.
1.5488
cubic
feet.
tiD
1.E.4.R8
CLJbic-
feet
TOTAL
4r.8-
cubiC
C{c'iys
Rain-I-aII iri excesF, o,! evaP01-;�ta.cn-== -_-- _} 7.0 inches
year - .24 hour r-cr 1 7.0 inch s
tt?et.
3 G" 1
Inside t.(,..p J.engtP-'I=_=: 295.0 fleet
11} lid tc_)p 90.0 feeet,
t.� ofd] k-sl vi:)ti. ---_ _--- ----...___::_.:_: -_ -? 49.0 feet
F't:)'rtC3CTl of 37.0 feet
Total required volurn==_---.___.._ _____..._..._._...._..__. -; 167 11 cu. ft:..
A c t u a I de,s-• i 9n vo l ume= __-__._____-__.=--_--_ > 168804 cu . f t.. r
Seasonal high w.�tert. ,bje elevaLi(:)n ( SHW-r }___: 43.0 feet
t.Op purnP inch 45.9 f !E!t
Must. be > cl = to I_I-}a JHWT ele .__.__. _..___.__} 4 0 feet
Mi,is,t bey : or = tr f,J, ri . req . tr, atmt_ rit a . => 43.0 feet
Required mininfIurn t.ve,:Itment 121500 cu . ft .
v01urne at. star-' 1210` 6, cu . ft .
f _) t a IV - I.. Pumping j e v . _ . _ _.... -_ --. 4 .� -J t- e I? t 31
Must be Y!t_ L)attorn t v
f l e boajd Cy .'5 a.11
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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 RECE11 M%C--=DWR
APR � q, 79T
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Regional t�p�:,. x;'S SWjOn

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

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

Practice water conservation ---minimize building water usage and
spillage from leaking, waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by-

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

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