100004_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: 10-0004 Certificate Of Coverage Number: AWS 100004
2. Facility Name: Clemmons & Son #1 (Old-CL1
3. Landowner's Name (same as on the Waste Management Plan): William A Clemmons
4. Landowner's Mailing Address: 1140 Galloway Rd NE
City: Bolivia State: NC Zip: 28422
Telephone Number: 910-253-7373 Ext. E-mail:
5. Facility's Physical Address: 1935 Galloway Rd Ne
City: Bolivia State: NC Zip: 28422
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner): Richard K Clemmons
8. Farm Manager's telephone number (include area code): 910-253-6984 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Alan D. Clemmons Phone No.: 910-253-7373 OIC #: 22374
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 - Feeder to Finish 3,672
Operation Tvpes:
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)
1
87,120.00
20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed 131 the owner and a certified technical svecialist, 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.
1. 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]
MAR 2 5 2019
Wator Quoit;
f± .ji0nalOperationa Scdon

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: f14i4/,at"(/ sy gy," Title: 101ael,
Signature: (L _, Pa & Date: 3 —is —
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
Govfrn01
MICHAEL S. REGAN
Seerrtnry
LINDA CULPEPPER
iiirerror
William A Clemmons
Clemmons & Son #1 (Old-CL1)
1140 Galloway Rd NE
Bolivia, NC 28422
fiy? hip j•'
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVED/NC EQIEWR
MAR 2 5 2019
Water Quality
Regional Operations Sec iori
February 27, 2019
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://dea.nc.eovIabout/divisions/water-resources/water-aualii-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 ' our continued coverage under the State Non -Discharge General Permits, k ou must submit an application for
permit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility Currently Covered bF an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that You must include one 01 cop► of the Certified Animal Waste Management Plan (CAWMP) with the
completed and s1zned 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 825,000 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
WilminQ. 'on Regional Office, Water Quality Regional Operations Section
Brunswick County Soil and Water Conservation District
AFOG Section Central Files - AWS100004
Murph, -Brown LLC
Nart�:ary raD<pan»zit,f: v.ror.rrentaQia.ty 1 Dvsar•5f1','aterR_3�cr s
��' 512r N.. a'abcn• St. . \ 9
i fries;
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Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ ❑
• El
❑ ❑
❑ ❑
❑❑
❑ ❑
Version —November 26, 2018
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opiniontof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
3-/S--lP
Date
S—i5= /9
Date

Nutrient Management Plan For Animal Waste Utilization
09-09-2005
This plan has been prepared for:
Clemmons & Sons
William A. Clemmons
Bolivia, NC 28422
This plan has been developed by!
Mamie Caison
Brunswick SWCD
P.O. Box 26
Bolivia, NC 28422
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.
(z/zeiz„,a
Signature (owner)
1< _
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: A'nu; 1-9-03—
Technical Specialist Signature Date
303761 _ Database Version 3.1 Date Printed: 09-09-2005 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.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Broadcast
Estimated Pounds of Plant Available Nitrogen Generated per Year
7840
Incorporated
13464
Injected
Irrigated
14828
8522
Year 1
Max. Avail. Actual PAN
PAN (lbs) * Applied (lbs)
8,522 14555
r PAN Surplus/ Actual Volume Volume Surplus/
Deficit (lbs) Applied (Gallons) Deficit (Gallons)
-6,033 5,813,926 -2,409,982
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.
303761 Database Version 3.1 Date Printed: 09-09-2005 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 in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
1952
1952
1952
1952
1952
1952
1952
1952
1952
1952
1952
Field
10
12
13
14
15
16
19-Sub
20-Sub
8
9
Total Useable Leaching
Acres Acres Index (LI)
Soil Series Crop Sequence
5.50 5.50 N/A Lynchburg
3.00 3.00
3.80 3.80
2.80 2.80
5.10 5.10
5.40 5.40
4.80 4.80
16.65 16.65
4.20 4.20
3.50 3.50
5.00 5.00
PLAN TOTALS: 59.75 59.75
303761
Hybrid Bermudagrass Pasture
Small Grain Overseed
N/A Lynchburg Hybrid Bermudagrass Pasture
N/A Lynchburg
N/A Lynchburg
N/A Lynchburg
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
-„-
Small Grain Overseed
RYE
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
Hybrid Bermudagrass Pasture
Small Grain Overseed
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
N/A Lynchburg Hybrid Bermudagrass Pasture
Small Grain Overseed
N/A Norfolk Hybrid Bermudagrass Pasture
Small Grain Overseed
5.5 Tons
1.0 Tons
6.5 Tons
1.0 Tons
N/A Norfolk Hybrid Bermudagrass Pasture
N/A Lynchburg
N/A Lynchburg
N/A Lynchburg
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
6.4 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
Database Version 3.1 Date Printed 9/9/2005
NOTE: Symbol * means user entered data.
1.0 Tons
- )3 -frz# rf.,s qs /75
4-- ctcres
PCS Page Page 1 of 2

Narrative
Clemmons Faciltiy #10-4
Note: Sub Fields 19 &20 are additional acreage that can be utilized for waste application with an aerway
system.
303761 Database Version 3.1 Date Printed: 09-09-2005 Narrative Page Page 1 of 1

7
<2
Pote.:ntial Leaching
Low potential to contribute to soluble
nutrient leaching below the root zone.
>= 2 &
<= 10
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
>10
Tech>tical Guidance
None
Nutrient Management (590) should be planned.
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 -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
303761 Database Version 3.1 Date Printed 9/9/2005
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper tinning 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
1952
1952
1952
1952
1952
1952
1952
1952
1952
1952
Field
10
10
11
11
12
12
13
13
14
14
Source
m
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Soil Series
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Total
Acres
5.50
5.50
3.00
3.00
3.80
3.80
2.80
2.80
5.10
5.10
Use.
Acres
5.50
5.50
3.00
3.00
3.80
3.80
2.80
2.80
5.10
5.10
Crop
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Year 1
RYE
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
•
Applic.
Period
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
N
179
50
179
50
179
50
179
50
179
50
0
0
0
0
0
0
0
0
0
0
N
0
0
0
0
0
0
0
0
0
0
Applic.
Method
1952
1952
1952
1952
1952
1952
15
15
16
16
19-Sub
19-Sub
S7
S7
S7
S7
S7
S7
Lynchburg
Lynchburg
Norfolk
Norfolk
Norfolk
Norfolk
5.40
5.40
4.80
4.80
16.65
16.65
5.40
5.40
4.80
4.80
16.65
16.65
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
5.5 Tons
1.0 Tons
6.5 Tons
1.0 Tons
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
179
50
222
50
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrienu
pplied
(lbs/A)
17
5
17
5
17
5
17
5
179
50
179
50
222
50
Hybrid Bermudagrass Pasture
Small Grain Overseed
6.4 Tons
1.0 Tons
3/1-9/30
10/1-3/31
219
50
0
0
0
0
Irrig.
Irrig.
219
50
Liquid
ManureA
I pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
gal/A
Tons
1000 gals
tons
' 71.50
0.00
393.25
0.00
19.97
0.00
109.85
0.00
71.50
0.00
214.50
0.00
19.97
0.00
59.92
0.00
71.50
0.00
271.70
0.00
19.97
0.00
75.89
0.00
71.50
0.00
200.20
0.00
19.97
0.00
55.92
0.00
71.50
0.00
364.65
0.00
19.97
0.00
101.86
0.00
71.50
0.00
386.10
0.00
19.97
0.00
107.85
0.00
88.68
0.00
425.64
0.00
19.97
0.00
95.87
0.00
87.48
0.00
1,456.50
0.00
19.97
0.00
332.54
0.00
303761 Database Version 3.1 Date Printed: 9/9/2005 WUT Page Page 1 of 2

Waste Utilization Table
Year 1
Tract
1952
1952
1952
1952
1952
1952
Field
20-Sub
20-Sub
8
8
9
9
Source
ro
S7
S7
S7
S7
S7
S7
Soil Series
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Lynchburg
Total
Acres
4.20
4.20
3.50
3.50
5.00
5.00
Use.
Acres
4.20
4.20
3.50
3.50
5.00
5.00
Crop
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
RYE
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
Applic.
Period
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
N
179
50
179
50
179
50
0
0
0
0
0
0
N
0
0
0
0
0
0
Applic.
Method
Irrig.
brig.
Irrig.
Irrig.
Irrig.
Irrig.
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Manure
PA
Nutrien:A
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
I
N
1000
gal/A
Tons
1000 gals
tons
179
71.50
0.00
300.30
0.00
50
19.97
0.00
83.88
0.00
179
71.50
0.00
250.25
0.00
50
19.97
0.00
69.90
0.00
f
179
71.50
0.00
357.50
0.00
50
19.97
0.00
99.86
0.00
Total Applied, 1000 gallons
5,813.93
Total Produced, 1000 gallons
3,403.94
Balance, 1000 gallons
-2,409.98
Total Applied, tons
tk-1
0.00
Total Produced, tons
0.00
Balance, tons
0.00
303761 Database Version 3.1 Date Printed: 9/9/2005 WUT Page Page 2 of 2

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
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1952
10
Lynchburg
0.50
1.0
1952
11
'Lynchburg
0.50
1.0
1952
12
Lynchburg
0.50
1.0
1952
13
Lynchburg
0.50
1.0
1952
14
Lynchburg
0.50
1.0
1952
15
Lynchburg
0.50
1.0
1952
16
Norfolk
0.50
1.0
1952
19-Sub
Norfolk
0.50
1.0
1952
20-Sub
Lynchburg
0.50
1.0
1952
8
Lynchburg
0.50
1.0
1952
9
Lynchburg
0.50
1.0
303761 Database Version 3.1 Date Printed 9/9/2005 IAF Page Page 1 of 1

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
lb/ac
Maximum Sludge
Application Rate Minimum Acres
1000 gal/ac 5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
46.03
92.07
138.10
Hay 6 ton R.Y.E.
300
26.32
23.02
46.03
69.05
Soybean 40 bu
160
14.04
43.16 I
86.31
129.47
303761 Database Version 3.1 Date Printed: 09-09-2005 Sludge Page Page 1 of

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 Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
180
1
2
152
1
3
180
1
4
150
1
5
119
1
6
89
1
7
58
1
8
27
1
9
-3
1
10
-34
1
11
-64
1
12
-95
* Available Storage Capacity is calculated as of the end of each month.
MAR 2 5 2019
Watcr Quality
Regional Operations Socwar,
303761 Database Version 3.1 Date Printed: 09-09-2005 Capacity Page 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).
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.
303761 Database Version 3.1 Date Printed: 9/9/2005 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.
303761 Database Version 3.1 Date Printed: 9/9/2005 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.
303761 Database Version 3.1 Date Printed: 9/9/2005 Specification Page 3

Crop Notes
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 20-Sub, 8, 9
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 16, 19-Sub
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
303761 Database Version 3.1 Date Printed: 09-09-2005 Crop Note Page Page 1 of 2

The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 20-Sub, 8, 9
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 16, 19-Sub
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31 Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
303761 Database Version 3.1 Date Printed: 09-09-2005 Crop Note Page Page 2 of 2

• Pull 916
Pull 917
1 &fectivety Irrigated •\
Acres.1.9 sups ._.
',•BEFORE STARTING EXCAVATION
.CJifiCIC FOR UNDERGROUND UTILITIES
, --- CAUTION' ---
Total Effective Irrigated Area t 67.2 acres
NOTES:
AVERAGE SITE ELEVATION IS 15 N ASL
GUN IS 150 SERIES BIC MIN
NOZZLE SI2E MALL BE 1.18 NCH
• DI501AR0E RATE. PER REEL IS 225 6P12'.
WETTED DIAMETER I5 284 MET (SOX PI 315•)
•• SINGLE PULL DIAMETER IS 255,2EET
' TOE DESCH SPACING IS 200 11
• NPSNa 1i —8 PT NPSHI I.12 IT • •
• GUN PRESSURED GUN IS 80 pH
REWIRED HP IS APPROXIMATELY 30 — 55 bhp
VELOCITY THROUGH 3 Inch POLIPNE I5 12.25 R/a.0
Al 6• PVC PIPE TO BE SCH 40 CLASS 200
•• SURFACE AOPE IS LESS THAN SR
LEGEND:
• ® THRUST BL001
® WBOBER POST
0 CL) (ORIGINAL) PUMPING RISER
O STRUCTURES. HONES. SHEDS, 00NE13. ETC.
♦ NEW RISER (TO BE INSTALLED)
Afl VENT ON SUPPLY NOE.or RISER
1 I SEIBACNS RADIUS FROM WATERWEUB •
QWDOOLANO AREA
© WATER SUPPLY WELL... ACME AND !NAME
Eg511110 0• PVC PIPELINE
NEW 501 40 PVC 6• PIPELINE
CRIRCAL BOUNDARY LINE
EISBRNG D1CH
—OIIE_ OVERHEAD UnUlY
HIGHWAY ROW/BUMP
SPRAY IRRIGATION DESIGN
for
CLEMMONS'FARMS #1 & #2
MAINOR TILE & IRRIGATION
GEOR1•A'E O. 1e ATN OR. CEO,
CERTIFIED IRRIGATION
DESIGNER`
CERTIFIED IRRIGAM9,
CONTRACTOR
*al O0R... E.. IA*
r.. vie, ,.tA Orwn. 3EX64
Ton. (510) 3Ry-M.1 rnr [phone]
Scale •• .ISO• • Feet
0rwn BF.UTOdaton, PE Oslo: 02-20-03
County. BRUNSWICK
St: NORTH CAROLINA
Town.hlp: BOLT 1A
Scala: 1• . 150' 1 Sheol No. 1 of 1
5-6
Aykh44 Sift .(TYAe
�•� 8.
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4= 5.43 Fla

March 18, 2014
1 = 660 Feet
N
Brunswick County NC GIS
Disclaimer Map and parcel dab are believed b be accurate, but accuracy is not guaranteed This is in document and should not be substituted for a title search, appraisal, survey, or for zoning verification

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the 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 available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
OO stop recycle (flushing system) pump
• stop irrigation pump
3 close valves to eliminate further discharge
TJ separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
• stop recycle (flushing system) pump
• stop irrigation pump
3 make sure no siphon effect has been created
rJ separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
Ieaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

• if holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910/395-3900 after
hours, emergency number: 1/800-662-7956_ Your phone call should include: your
name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
253-2585
c) Instruct EMS to contact the local Health Department: 253-2250
d) Contact CES: 253-2610
local NRCS office: 253-2830
and your integrator:
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)

Land & Nutrient Management Certification Manual
nvironmental emergenc_.
ENVIRONMENTAL occurs which has potential
or affecting water quality
EMERGENCY
PROCEDURES
■
Contact MFF
Serviceperson
Lagoon dike has
breached/broken out
an a temporary did. Yes
be built to stop the
discharge?
No
+: the discharge'
effluent be contained o
property?
Contact personnel in:
s Land & Nutrient Mngt
* Heavy Equipment
* Servicperson
* Pyramid Manager
Lagoon level has
suddently dropped
without irrigating.
Construct
temporary
dike.
Take measures
nececcary to
contain spill.
an you identi
the discharge
outlet?
No
Irrigation/flush systems
malfunctioned creating
a significant leak.
Call LNM &
Heavy Equipment,
personnel, service
person and
production
manager.
Monitor situation
until help arrives.
■
Take action
to stop
discharge!
■
Attempt to
contain
effluent on
property.
e you capableN.f
stopping source o
flow? j
Yes
an repairs ix
c.made by farm
personnel?
Contact LNM
personnel and
Pyramid
Manager.
no
Obtain
'es materials
and make
necessary
repairs.
Ituncert_doc: 03129/96
64
©MURPHY FAMILY FARMS

Land & Nutrient Management Certification Manual
LNM personnel assess
options and call DEM.
helicopter needs
o assess containmen
options?
Yes
Contact LNM to
dispatch helicopter
(available within 30
minutes).
No
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
ILNM team will coordinate 1
response efforts. Meet with
DEM personnel and
document actions taken.
Inmcertdoc: 03129/96
65
©MURPHY FAMILY FARMS

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
S�ti�sh system is designed and operated
sufficiently to remove accumulated
sollds from gutters as designed.
a.y-fremove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
iioifl0�aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
.( 3iaintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
3 () Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin 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 Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
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).
41111 !C—November 11 1996

Manure Handling Accumulations of animal wastes
Systems
(1 Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days 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 stripes around stockpiles and manure handling
areas as needed.
The issues checked i pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
O
(Landowner Signature)
MAR 2 5 2019
W*r Quality
Regional Operations
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
7695-7613.
IC —November 11, 1996

r
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Jurce
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead
Swine production
Vegetative or wooded buffers;
i-(commended best management
practices;
L-H od judgment and common sense
Animal body surfaces
Dirty manure -covered animals
Floor surfaces
Wet manure -covered floors
£ - Trry floors
Z-%rSrtted floors;
c (--Waterers located over slotted floors;
() Feeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
Ventilation exhaust fans
Volatile gases;
Dust
Indoor surfaces
Dust
requent manure removal by flush,pit
recharge,or scrape
() Underfloor ventilation
z="fif maintenance;
Efficient air movement
4- Washdown between groups of animals
() Feed additives;
() Feeder covers;
--t')-1-Bed delivery downspout extenders to
feeder covers
-'ush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyanance
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
() Underfloor flush with underfloor
ventilation
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
Outside drain collection
or junction boxes
Agitation during wastewater
conveyance
() Sump tank covers
End of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces
() Box covers
() Extend discharge point of pipes
underneath lagoon liquid level
Volatile gas emissions
Biological mixing
Agitation
doper lagoon liquid capacity
erect lagoon startup procedures
inimum surface area -to -volume ratio
inimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
ckillrigate on dry days with little or no wind
inimum recommended operation pressure
Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
r1OC—November 11, 1996

Drage tank or basin
_.nrface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
Settling basin surface
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
(1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
() Soil injection of slurry/sludges
( ) Wash residual manure from spreader after use
(1 Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
A —I- "Proper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
Incinerators Incomplete combustion
() Complete covering of carcasses in burial pits
()Proper location/construction of disposal pits
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
ode and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads access road maintenance
ads from farm access
Additional Information:
Available From:
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 Ruse —Lagoon Treatment; EBAE 129-88
Lagoon Desig 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 Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agii Cuiniziunticatiuns
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have
AMOC--November 11, 1996
een reviewed with me.

ate _ C.�norNdon
SommK=
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OPERATOR: A 6) C /.
Please re&iew the ac:ached plan and spec_i f icaticns carefully. Retain
this plan for your use and recards. It is Strang1y re amended thec ycu,
your ccncrac_ar, and Sail Canserraticn Service personnel are in agreement
as to how the waste lagoon is to be constructed. ► ne So i 1 nser,a c i cn
Service personnel will meet with all concerned parties and ,calk aver tze
size to explain all Flags and martins. It is important that everyone
understand what is expected so that final nstruct i cn meets plans and
apecificacian and the job can be certified Far payment (if cast -snaring
is involved)...
The pad dimensions and grades are the best estimate. The ?UILOE? cr
CONTRACTOR is RESPONSIBLE far final layout and design of t:-e pads. • The
ai f Conserfaticn Service personnel wilt assist in a limited capacity,
as its major concern is the proper design and c�nstruc_ion of the waste
treatment laacan.
The actual aau+unt of material required for pads and•dam may vary from.the
estimates. The design wilt attempt to balance cats and fills as close as
pess'ibia. If additional material -is'required after ccnstrsc_ic.1 is complete
on the lagoon, the contractor and owner will negotiate cn the ~rice and
location of borrow area: •
NOTE: Design Require enc:
•
Estimate of Excavation:
Estimate of Pad & Dike:
Ratio.
Job Class
Designed By
Design Approval
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Operator:WILLIAM A. CLEMMONSounty: Brunswick
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
1\
ry).A
Date:
7
10-20-93
1100 feet
O Sows (farrow to finish) X 1417 lbs. = 0
O Sows (farrow to feeder) X 522 lbs. = 0
3750 Head (finishing only) X 135 lbs. = 506250
O Sows (farrow to wean) X 433 lbs. = 0
O Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 506250
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 506250 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 506250 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet ,VcJ1 R cc vL �� h�.� J� `.�
/ / ; �, ctiL LLL-f L
4. TOTAL DESIGN VOLUME
Inside top: length 400 feet ; width
Top of dike at ation 49.90 feet
Freeboard 1.0 fee, Side slopes 3:1(inside)
Total design lago II luid level at elevation 48.90 feet
Bottom of lagoon at elevation 39.70 feet
Seasonal high water table elevation 46.20 feet
260 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 254.0 9.20
AREA OF TOP
LENGTH X WIDTH
394 254
AREA OF BOTTOM
LENGTH X WIDTH =
339 199
100076 (Area of Top)
67353 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
366 226 331812 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
100076 331812 67353 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 765503 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
400 260 104000 Square Feet
===>
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 104000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 506250 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 123930 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 X DA / 12 inches per foot
Volume = 60666.667 Cubic feet
D. Volume of 25 year- 24 hour storm
Volume =
nches / 12 inches per foot X DA
Volume = 69333 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 123930 Cubic feet
5B. 0 Cubic feet
5C. 60667 Cubic feet
5D. 69333 Cubic feet
TOTAL 253930 Cubic feet

6. SUMMARY
Total required volume =
760180 Cubic feet
Total design volume avail.= 765503 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 506250 Cu. Ft.
At elev. 46.20 Ft; Vol= 509234 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 696170 Cu. Ft.
At elev. 48.10 Ft; Vol= 686681 Cubic feet (start pumping)
Seasonal high water table elevation is 46.20 Feet, which must
be lower
DESIGNED BY:
than the elevation of top of treatment volume 46.20
DATE: IU - 27- 3
NOTE: sEg ATTA HED
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ADDITIONAL NOTES:. Correc_/
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APPROVED BY:
WASTE U1�LI ZATIOI4PLAN
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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water 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 pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed 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 at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation.. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.7 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 46.9 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 145578 cubic feet or 1088925 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
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
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.