100032_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: 10-0032 Certificate Of Coverage Number: AWS100032
2. Facility Name: Broadwater Farms. Inc.
3. Landowner's Name (same as on the Waste Management Plan): Shirle7 L Clemmons
4. Landowner's Mailing Address: PO Box 377
City: Bolivia State: NC Zip: 28422
Telephone Number: 910-253-0420 Ext. E-mail:
5. Facility's Physical Address: 420 Lewis Dairt Ln
City: Winnabow State: NC Zip: 28479
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner): Charles Clemmons. Jr
8. Farm Manager's telephone number (include area code): 910-471-0445 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murph4 -Brown LLC
10. Operator Name (OIC): Charles R. Clemmons Phone No.: 910-471-0445 OIC #: 16993
11. Lessee's Name (if there is not a Lessee, write "None"): 4 ichei 04G
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 12,800
Operation Types:
Swine Cattle Dry Poultry Other TVDes
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 Poultr%
Gilts Other Non Laying Pullet
Other Layers
APR 022019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
FRONT
PRIMARY
SECONDARY
Estimated
Date
Built
i9 7
Liner Type
(Clay, Synthetic,
Unknown)
tj 4.f
(JAY
Capacity
(Cubic Feet)
4Z7 IZ
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
19.50
12.00
28.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si red 131 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: 2019PermitRenewal'Vncdenr.gov
APR 02.2019

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 $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: / /'' % v6 lifie DzS Title:
Signature lA - �Date:
Name: Title:
Signature: Date:
Name: cava-ZLC/ / J;-/"- Thc-_, Title:
SignatureAL$efeef/Uz 4 Date:
14( ;et.6z4_,6,0,
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 tom,
u
Governor
MICHAEL S. REGAh!.., o
Secretary vr` "" �'es
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Shirley L Clemmons
Broadwater Farms, Inc.
PO Box 377
Bolivia, NC 28422
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at huts://dect.nc.eov/about/divisions/water-resources/water-quality-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. v ou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currentl• Covered b• an
Expiring State Non -Discharge General Permit." The application form must be completed, sinned and returned by April 3, 2019.
Please note that You must include one (1) cop!' of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 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 S25,000 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
Wilmington Regional Office, Water Quality Regional Operations Section
Brunswick County Soil and Water Conservation District
AFOG Section Central Files - AWS100032
Murphy -Brown LLC
aigks9
North Cara ea Departrnert of Eavaoarr�emta, Qua ti D tssart of Weler F'asarr ea
3 512 N. Ss sbary St. 1E3$ Na Sety Goa Ce'te' (Re egt . North• Sara rs 2783a-1&36
819.707 9aJ0

Nutrient Management Plan For Animal Waste Utilization
04-1.7-2012
This plan has been prepared for:
Broadwater Farms, Inc.
Broadwater Farms, Inc.
420 Lewis Dairy Rd.
Winnabow, NC 28479
910-253-0420
This plan has been developed by:
Mamie Caison
Brunswick SWCD
P.D. Box 26
Bolivia, NC 28422
910-253-2830
`--77 7a4-
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.
Sign, re (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: I r : »., par r y- j t - /.2,
Technical Specialist Signature Date
205795 Database Version 3.1 Date Printed: 04-17-2012 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.
U1 Swine Feeder -Finish 2 Stage waste generated 11,865,600 gals/year by a 12,800 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
24596
Incorporated
42241
Injected
46519
Irrigated
Year 1
Max. Avail.
PAN (lbs) *
26,735
Actual PAN
Applied (lbs)
26859
26735
PAN Surplus/
Deficit (lbs)
-124
Actual Volume
Applied (Gallons)
11,920,537
Volume Surplus/
Deficit (Gallons)
Year 2
26,735
26771
-36
11,881,623
-54,937
-16,023
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled "Soil Facts: Use of On -Farm Records for Modifying a Certified Animal Waste Management Plan" for
guidance on using on -farm records to develop a User Defined Source.
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.
205795 Database Version 3.1 Date Printed: 04-17-2012 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
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4586
1
18.96
18.96
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4586
2
19.48
19.48
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
r
Hybrid Bermudagrass Hay
6.5 Tons
4586
3
9.49
9.49
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
'
Hybrid Bermudagrass Hay
6.5 Tons
4586
4
7.58
7.58
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4586
5
5.48
5.48
N/A
Goldsboro
Annual Rycgrass - Hay
3.2 Tons
Corn, Grain
130 bu.
Pearl Millett, Hay
5.5 Tons
4586
6
17.46
17.46
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
_ 6.5 Tons
PLAN TOTALS:
78.45 78.45
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
�— 2 &
<= 10
Moderate potential to contribute to soluble
nutrient leaching belo•, v the root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
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).
205795
Database Version 3.1 Date Printed 4/17/2012
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 1

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 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
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4586
1
Ul
Norfolk
18.96
18.96
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
22.19
0.00
420.75
0.00
4586
1
Ul
Norfolk
18.96
18.96
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
131.37
0.00
2,490.81
0.00
4586
2
U1
Goldsboro
19.48
19.48
Small Grain Overseed
1.0 Tons
10/1-3/31
50
Cl
0
lrrig.
50
22.19
0.00
432.28
0.00
4586
2
U1
Goldsboro
19.48
19.48
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
lrrig.
296
131.37
0.00
2,559.12
0.00
4586
3
Ul
Goldsboro
9.49
9.49
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
]trig.
50
22.19
0.00
210.59
0.00
4586
3
U1
Goldsboro
9.49
9.49
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig.
296
131.37
0.00
1,246.72
0.00
4586
4
U1
Goldsboro
7.58
7.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
22.19
0.00
168.21
0.00
4586
4
Ul
Goldsboro
7.58
7.58
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig.
296
131.37
0.00
995.80
0.00
4586
5
U1
Goldsboro
5.48
5.48
Annual Ryegrass - Hay
3.2 Tom
8/15-5/15
146
0
0
Irrig.
146
64.80
0.00
355.09
0.00
4586
5
Ul
Goldsboro
5.4.t
5.48
Corn, Grain
130 bu.
2/15-6/30
148
0
0
brig.
148
65.69
0.00
359.96
0.00
4586
h
L'1
Goldsboro
17.46
17.46
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
22.19
0.00
387.46
0.00
4586
6
U1
Goldsboro
17.46
17.46
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
,-
0
0
lrrig.
296
131.37
0.00
2,293.75
0.00
205795 Database Version 3.1
Date Printed: 4/17/2012
WUT Page Page 1 of 3

Waste I3tiW
Table
Year 1
Tract
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)
1N
Applic.
N Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
- Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
11,920.54
Total Produced, 1000 gallons
11,865.60
Balance, 1000 gallons
-54.94
—
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
205795 Database Version 3.1 Date Printed: 4/17/2012 WUT Page Page 2 of 3

Waste Utilil
Table
Source
ID
Soil Series
Total
Acres
Use.
Acres
Year 2
Crop
RYE
Applic.
Period
Nitrogen Comm. Res.
PA Fert. (Ibs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (Ibs/A)
Applic.
Method
Manure Liquid Solid
PA Manure ' Manure
NutrientA pplied Applied
pplied (acre) (acre)
(lbs/A)
1000
gal/A
Tons
4586
U1 Norfolk
18.96 18.96 Small Grain Overseed
1.0 Tons 10/1-3/31
50
0
0
Irrig.
50
22.19
0.0
4586
4586
4586
4586
2
2
3
Ul
U1
U1
U1
Norfolk
Goldsboro
Goldsboro
Goldsboro
18.96
19.48
19.48
9.49
18.96
19.48
19.48
9.49
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
4586
4586
4586
4586
4586
4586
4586
3
4
4
5
5
6
6
U1
U1
U1
U1
Ul
U1
U1
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
9.49
7.58
7.58
5.48
5.48
17.46
17.46
9.49
7.58
7.58
5.48
5.48
17.46
17.46
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Annual Ryegrass - Hay
Pearl Millett, Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
6.5 Tons
1.0 Tons
3/1-9/30
10/1-3/31
296
50
0
0
0
0
lrrig.
Irrig.
1-.
296
50
131.37
22.19
0.0
0.0
6.5 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
296
50
296
50
0
0
0
0
0
0
0
0
brig.
lrrig.
lrrig.
Irrig.
296
50
296
50
131.37
22.19
131.37
22.19
0.0
0.0t
0.0(
0.0
6.5 Tons
3.2 Tons
3/1-9/30
8/15-5/15
296
146
0
0
0
0
Irrig.
Irrig.
296
131.37
0.00
0.0
0.0
5.5 Tons
1.0 Tam;
4/1-9/15
10/1-3/31
278
50
6.5 Tons 3/1-9/30 296
0
0
0
0
0
Irrig.
Irrig.
brig.
278
50
123.38
22.19
296 131.37
0.0
0.00
0.00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
Balance, tons
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000 gals
tons
420.75
0.00
2,490.81
0.00
432.28
0.00
2,559.12
0.00
210.59
0.00
1,246.72
0.00
168.21
0.00
995.80
_
0.00
0.00
0.00
676.14
0.00
387.46
0.00
2,293.75
0.00
11,881.62
11,865.6(i
-16.02
0.00
0.00
0.00
205795 Database Version 3.1
Date Printed: 4/17/2012
WUT Page Page 3 of 3

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
4586
4586
4586
4586
4586
4586
Field
1
2
3
4
5
6
Norfolk
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Soil Series
Application Rate
(inches/hour)
0.50
0.50
0.50
0.50
0.50
0.50
Application Amount
(inches)
1.0
1.0
1.0
1.0
1.0
1.0
205795 Database Version 3.1 Date Printed 4/17/2012 IAF Page 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 generdlly 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 concem.
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 Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
160.47
320.93
481.40
Hay 6 ton R.Y.E.
300
26.32
80.23
160.47
240.70
Soybean 40 bu
160
14.04
150.44
300.87
451.31
205795 Database Version 3.1 Date Printed: 04-17-2012 Sludge Page Page 1 of

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
205795 Database Version 3,1 Date Printed: 4/17/2012 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.
205795 Database Version 3.1 Date Printed: 4/17/2012 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 Iower 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.
205795 Database Version 3.1 Date Printed: 4/17/2012 Specification Page 3

Crop Notes
The following crop note applies to field(s): 5
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2, 3, 4, 6
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 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.
205795 Database Version 3.1 Date Printed: 04-17-2012 Crop Note Page Page 1 of 3

The following crop note applies to field(s): 1
Bermudagrass Coastal Plain, 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.
The following crop note applies to field(s): 2, 3, 4, 6
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 I/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): 1
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.
205795 Database Version 3.1 Date Printed: 04-17-2012 Crop Note Page Page 2 of 3

The following crop note applies to field(s): 5
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): 5
Pearl Millett: No Comment
205795 Database Version 3.1 Date Printed: 04-17-2012 Crop Note Page Page 3 of 3

. Print Preview
Page 1 of 1
Brunswick County, NC
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not
guaranteed. This is not a legal document and should not be substituted for a title search,
appraisal, survey, or for zoning verification.
Map Scale
1 inch = 811 feet
hare//ois.hninscn.net/nrintPreview_asnx?PrintnntData=Rrunswick Countv. NCI0101truelfals... 4/17/2012

Emergency Action PIan
This plan will be implemented in the event that wastes from your operations are leaking , overflowing,. or Y p p
running off the site. You should NOT wait until wastes reach surface waters or leave our pro erty to
b
consider that you have a problem. You should make every effort to ensure that this does not ha en.
plan shouldat be available to all employees at the facility, as accidents, leaks, and breaks can happen This any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the darn
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• caIl 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
b) Runoff from waste application field: level.
• 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:
stop recycle (flushing system) pump
© stop irrigation pump
3 close valves to eliminate further discharge
• separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
T stop recycle (flushing system) pump
a0 stop irrigation pump
© make sure no siphon effect has been created
• separate pipes to create an air gap and stop flow
d) Leakage from base or sidewaIl of the lagoon. Often these are seepage as opposed toflowinz
leaks: `
• 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 MRCS 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)
cl

Land & Nutrient Manageinent Certification Manual
nvironmental emergenc
ENVIRONMENTAL i occurs which has potential
If or affecting water qualit
EMERGENCY
PROCEDURES
Lagoon dike has
breached/broken out
Contact MFF
Serviceperson
i'
'an a temporary did.. Yes
c be built to stop the }—
discharge?
N.
Construct
temporary
dike.
No
n the discharger Yes Take measures
ffluent be contained o necessary to
property contain spill.
Contact personnel in:
* Land & Nutrient Mngt
• Heavy Equipment
• Servicperson
• Pyramid Manager
Lagoon level has
suddently dropped
without irrigating.
an you identi
the discharge
outlet?
`an you stop th
discharge?
Take action
to stop
discharge!
Attempt to
contain
effluent on
property.
No
Ca11 LNM &
Heavy Equipment,
personnel, service
person and
production
manager.
Inmccn_doc: 03/29/96
Monitor situation
until help arrives.
Irrigation/flush systems
malfunctioned creating
a significant leak.
e you capable
stopping source o
flow?
no
Obtain
an repairs b es materials
made by farm and make
personnel? necessary
repairs.
Contact LNM
personnel and
Pyramid
Manager.
64 ©MURPHY FAMILY FARMS

Land & Nutrient Management Certification Manual
0
LNM personnel assess
options and call DEM.
helicopter neede.
o assess containmen
options?
Contact LNM to
dispatch helicopter
(available within 30
minutes).
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.
LNM team will coordinate response efforts. Meet with
DEM personnel and
document actions taken.
Inaxertdoc: 03/29/96
65
©MURPHY FAMILY FARMS

Flush Gutters
Mortality Management Methods
(check which method(s) are being implementer])
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
�Renderins at a rendering plant licensed under G.S. 106-168.7
• Complete incineration
• In the case of dead poultry only, placing in a disposal pit of a size and'design
approved by thc Department of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible thc salvage of part of a dead animal's value without endancerina
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Source Cuusc HMI's to Control Insects
Liquid Systems
• Accumulation of solids
Lagoons and fits • Crusted Solids
liAcessive Vegetative
(innvth
0 plush system is designed and operated -
sufficiently to remove-accumulutcd solids from
glitters as designed.
0 Remove bridging of accumulated solids at
discharge
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
11 inches over more Than 30% of surface.
Site Specific Practices
• Decaying vegetation
1,iintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying Vegetative mailer
along ►vatcr's edge on impoundment's perimeter.

Source
Farmstead
Swine Farm Waste Management Odor Control Checklist
• Swine production
Animal body surfaces • Dirty manure -covered animals
surfaces
Flom Dry floors
• Wet Manure -covered floors
J:I!Slnned floors;
h1.uulre collection pits
• thine;
• Partial microbial decomposition
VCllllldlinn exhaust fans •
Volatile gases;
Dust
Indoor surfaces
Flush ranks
Flush alleys
iechargc puiuls
I.ili stations
Outside drain collection
or junction boxes
• Dust
CI Vegetative or wooded buffers;
Er-liccommended best management practices;
• Good judgment and common sense
Wtcrcrs located over slotted floors;
O Feeders at high end of solid floors;
CI Scrape manure buildup from floors;
O Underfloor ventilation for drying
-(rcqueut manure removal by flush, pit recharge,
or scrape;
CI Underfloor ventilation
�f�iul nmliulcnance;
0--f:'I'licicnt air movement
• Agitation of recycled lagoon
liquid while tanks are tilling
• Agitation during wastewater
conveyance
• Agitation of recycled lagoon
liquid while pils are filling
• AgiI Iiml during sump tank
tilling and drawdown
Wasbduwn bchvccn groups of animals;
1.3 Feed additives;
O Feeder covers;
CI Feed delivery downspout extenders to feeder
covers
O Flush lank covers;
CJ Extend fill lines Io near boltoul Of'Ianks with
will -siphon vents
CI Underfloor flush wish underfloor ventilation
IIIMPsto ?1 inhizc Odor
She Specific Practices
f7 Extend recharge lines to near bommi ofpils
with anti -siphon vents
• Agitation during waslcwatcr
conveyance
11 Sump lank covers
Cl Dux covers
Alr111C - IJuveutber 11,
1996, Page 3

End of drainpipes at
lagoon
Lagoon surfaces
Source Cause IIMPs to Minimize Odor Site Specific Practices
• Agitation during wastewater
conveyance
0 Extend discharge point of pipes underneath
lagoon liquid level
Irrigation sprinkler
nozzles
• Volatile gas emissions;
• Biological mixing;
• Agitation
--EriCroper lagoon liquid capacity;
won-cct lagoon startup procedures;
❑ Minimum surface area -to -volume ratio;
.Minimum agitation whcn.pumping;
Cl Mechanical aeration;
Cl Proven biological additives
Storage tank or basin
sir Dice
Settling basin surface
• Iligh pressure agitation;
• Wind drift
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
i'ig:►te on dry days with tittle or no wind;
--43-" Minimum recommended operating pressure;
O Pump intake near lagoon liquid surface;
--El'lump from second -stage lagoon
CI Bottom or midlevel loading;
O 'Tank covers;
❑ Basin surface mats of solids;
CI Proven biological additives or oxidants
• Partial microbial decomposition;
• Mixing while filling; •
• Agitation when emptying
Manure, slurry it sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
❑ Extend drainpipe outlets underneath liquid
level;
G7 Remove settled solids regularly
CI Soil injection of slurry/sludges;
❑ Wash.residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure,
slurry or sludge on field
sin races
• Volatile gas emissions while
drying
❑ Soil injection ofshurry/sludges
O Soil incorporation within 48 hrs.;
El Spread in Thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition
Dead animal disposal • Carcass decomposition
pits
Proper disposition ofcarcasscs
O Complete covering of carcasses in burial pits;
O Proper location/constriction of disposal pits
Inciner:lwrs • Incomplete combustion •
[1 Secondary stack burners
AMOC - November 1 I, 1996, Page

Source Cuusc
M
Stnndin Water around I PS In MLtimicc Odor Site Specific Practices
• Improper drainage;
facilities•adc and landscape such that water drains
• Microbial decomposition of away from facilities
organic matter
Manure tracked unto
public roads ham farm
access •
Additional Information :
• Poorly maintained acccss roads
0 Fann access road maintenance
Swine Manure Management ; 0200 KulcmMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EIIAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; ELAE 128-88
Swine Production Facility Ivlauurc Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EI)AIi 103-83
Calibration of Manure and Wastewater Application Equipment ; EIIAL• Fact Sheet
Controlling Odors from Swine Buildings ; PII.1-33 _
Environmental Assurance Program ; NI'I'C Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; I'RO107, 1995 Conference Proceedings
Available From :
NCSl1, County Extension Center
NCSIJ - IlA1i
NCSI.) - BAH
NCSIJ - I1A1:
NCSU - !JAIi
NCSIJ - I1AIi
NCSU - Swine Extension
NC Pork Producers Assoc
NCSIJ Agri Communications
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
El El 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.
fLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
___I Rendering at a rendering plant licensed under G.S. 106-168.7.
ElComplete incineration according to 02 NCAC 52C .0102.
El ❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opiniontof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
„,g,
Signature of Farm Owner/Man
T/ ' \ CG►._ C.�3`
Date
Signature of Technical Specialist Date

:perator:Broadwater Farms County: Brunswick
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
6400 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other :
than owner):
x 1417 lbs.
x 522 lbs.
x 135 lbs.
X 433 lbs.
x 30 lbs.
Date: 02/14/95
1500.0 feet
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 864000 cubic feet
O lbs
O lbs
864000 lbs
O lbs
O lbs
0
864000 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION / ,/
U
Volume = 0.0 cubic feet
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
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
794.0 204.0
AREA OF BOTTOM
LENGTH * WIDTH =
737.0 147.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
765.5 175.5
formula
800.0
210.0
55.2 1'
44.7
1.0
3.0 : 1
LENGTH WIDTH DEPTH
794.0 204.0 9.5
161976 (AREA OF TOP)
108339 (AREA OF BOTTOM)
537381 (AREA OF MIDSECTION * 4)
CU4 FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
161976.0 537381.0 108339.0 & 1.6

Total Designed Volume Available = 1278852 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
800.0 210.0 168000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 168000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1578240 gals. or 210994.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water -used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
i
180 days excess rainfall
7.0 inches

'Volume = 7.0 in * DA / 12 inches per foot
Volume = 98000.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 105000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 98000 cubic feet
5D. 105000 cubic feet
TOTAL 413995 cubic feet
SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 800.0 feet
Inside top width > 210.0 feet
Top of dike elevation > 55.2 feet
Bottom of lagoon elevation > 44.7 feet
Total required volume > 1277995 cu. ft.
Actual design volume > 1278852 cu. ft.
Seasonal high watertable elevation (SHWT)===> 48.0 feet
Stop pumping elev. > 51.5 feet
Must be > or = to the SHWT elev. > 48.0 feet
Must be > or = to min. req. treatment el.=> 50.7 feet
Required minimum treatment volume > 864000 cu. ft.
Volume at stop pumping elevation > 863107 cu. ft.

,Start pumping elev. > 53.5
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1173852
Volume at start pumping elevation > 1166932
Required volume to be pumped > 308995
Actual volume planned to be pumped > 303825
Min. thickness of soil liner when required==> 1.5
DESIGNED BY;
APPROVED BY:
DATE: a _ /9 _ DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
feet *
cu.
cu.
cu.
cu.
feet
ft.
ft.
ft.
ft.
a /2. 7/9:c

•
OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to 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 at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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 temporary storage pump -out of the lagoon when fluid level
reaches the elevation 53.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 308995 cubic feet or
2311280 gallons.
1
APR 0 2 2019

SHEET 2 OF 2
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. Refer to the waste utilization plan for further details.
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. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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.
s

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
L 4 oA/S
HAZARD CLASSIFICATION DATA SHEET FORS
,.andowner 3249D I,Ir4T cARA4.57 :277A/C " County .342.aniS4'/ t
Community or Group.No. Conservation Plan No.
Estimated Depth of Water to Top. of Dam n Ft. Length of Flood Pool 27.00 Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Lmst.. Elev. :Est. E, evati on
•
"'Kind of :Improvements: of Breach
Reach: • Length: Width: Slope: • Land Use : Improvements : Above :Floodwater Above
•
. : Flood Plain: Flood Plain
: Ft. : Ft. . % Ft. Ft.
1
•
•
•
•
•
2 • •
3 :
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
1. g f Q7A/77s#c woe Loss aF" LioR S ,7�c._7 &S
Hazard Classification of Dam
Dam Classification (I, II, III,
f (name
, c) (see NEM-Part 520.21)
title;
Concurred By le. /47
name) r% ,titie�
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
r
Date —14-S
Date L-7/7/c_S

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SOILS & SHE EVALUATION
Grower: ZOki/6�GG ipf0,1r
Operation: g- too ,c J
Date: A-'9-9Y-
Farm: "jtML �r/•�l�i� , iVG
State Road #
County: $k A/S/4//tA
Distance to nearest residence: Z OO
Number of homes within half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill: /ceS
Wetland Information: M//i'
Comments:
Depth
(ft)
1
2
3
4
5
6
7
0-1
440-
cvv\-
S w--
,per.,..
1-2
'k /���-Cpp'i
/J.c,
, -»--
4:4,4'-i
2-3
C,t
iv-
3-4
a
4 -
n,(1. -
44,1 ,.sc
5-6
0
[i 14e.
04,c. -
AkY),..
6 -7
CA
a
/fir•--
/Uw-
7-8
.§G4%Ck
cp
Awm;'1
,
may --
8 -9
I _.1
,.,r
i447
9 -10
%
;
4 C l'a -
10-+
* Seasonal High Water Table
Borings made by:
Signature & Title:

11
,8/?oAd tirm4 r4h.s
mcx co.
oe CIA
v
EXC = 3o, 007 CY
FILL = PAD /57/. o CY
DIKE 9, /fo cY
ot¢ 3oa
+ 10% a 93 0
TOTAL: - d 4 , 73 ° -CY
A /3:1
COMPUTATIONS BY: A'G
TYPICAL X—SECTION
a/
SEE NOTE 3
SEE NOTE. 2
NOTES:
1) ALL WEAI< MATERIAL TO BE OVERCUT
AND DACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL,
DEPTH. LINER FOR THIS LAGOON TO I3E . '
2) DIKE BEHIND BLOCS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.,
3) WALK AND I.OADINC 'EA TO DE BUILT 1.5' ABOVE LOW
Emil PADS. BUILI) wI;)C CCILd11II i' flu)U I11E.AR C.il; 1311.I)GS;
TBM ELEV, 50,00'
NAIL IN: _TX" re IAf Sow
5/ De or,• Ana,
f1
•CORE TRENCH
SEE. SOIL. SHEET
FOR DEPTH
SITE CONDITION NOTE:
re; riLor

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TUTAL "F luti IIME
inside top length 9,0 ..feet ; Inside top width 2W feet
Top of dike at elevation 2.2 feet
Freeboard /40 feet ; Side slopes' 3
Total design lagoon liquid
UU L iJ Hi
of lagoon elevation
a lagoon eleYairion
Cnennal hirrh w.zf r fmhle
.�
• i
i titSiue idyvutli
elevation
n Fi I7 Teel
eie atiGii .}�.>�. feet
(., fdai.
f �' feet
it
3
elevation' 43 feet
Total design volume using pr.ismoidai formula
r irxlnl
al.tiC`itii
3,0
ce rctinE cc/ctn.' cC is I p E t ENITH WIDTH i}EPTH
♦.i �.t! i,iRuL ai.,11 t„i 1 irL i vJ r u 1 G..L iLl7ii , • . %� r ' > > r+'
3® a �� X d' 2N Q y.(
AREA OF TOP
LENGTH * WIDTH =
►1.,11n 1l n_
AREA OF BOTTOM
LENGTH * WIDTH =
iw L> iVi i 0 i -
37z6 d4 6. = .`7l(e2 7
AREA OF MIDSECTION
LENGTH x WIDTH F 4
AO2 24'93_ Line-i;'-7
f..i �•� r _ - 1 J -J -10
i hRL.r Ur i lui I
( AREA OF BOTTOM)
R
(AREA OF M I DSFCTI° d., #;4 )
rU. Fr, = fAHFA TOP + (4*AREA MIDSECTION) + AREA BOTTOM
II -10.1/ejZ.b
nrrtrttl
ocr 1 n1
.+, nr- i nr into n r Ter C rrAl I mum T t1 t pun _ 7K /10 CU.1• T
VOLUME u Li-+GCUN H l i 11 i Fii.,, DES i GN L i t U i i, �E o EL �'