100032_Application_20240315

ROY COOPER
Governor
EUZABETH S, BISER
Secretary
RICHARD E. ROGERS, JR,
Director
Shirley L Clemmons
Broadwater Farms, Inc.
PO Box 377
Bolivia, NC 28422
IH�,f'�,
QUAM yas�
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVED
MAR 15 2024
NC Central ff�e
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued covera a under the State Non -Discharge General
Permitsyou must submit an application for permit coverap
ge to the Division of Water Resources DWR by Aril 3 2024.
Enclosed Nou will find a "Reguest for Certificate of Covera e for Facilitv Currently Covered by an Expiring State
Non-Dischar •e General Permit." The application form must be completed. signed by the Permittee and returned to the DWR by
April 3. 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.operationsgdeq.nc.gov
phone: [phone]
Please note that you must include one (I1 cow, of the Certified Animal Waste Manavement Plan ICAWMPI with the
completed and siened application form. A list of items included in the CAWMP can be found on pave 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deq.nc.&ov/animaloermits2024. General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Reguest for Certificate of Coverage for Facili � Currently Covered by an Expiring State Non -Discharge
General Permit
Nar!#�arot"aaaIl at'ea#s1ip��aw bi,dsabaeittrzter"
fi121q0h&di0nryS&ed 1Q6 Mxd C Rdttg* Nog& Ca4Celi=,21690-16W

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, 2024, 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, 2024.
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. Certificate Of Coverage Number: AWS100032 NO pigs on Farm
2. Facility Name: Broadwater Farms, Inc.
3. Permittee's Name (same as on the Waste Management Plan): Shirle,, L Clemmons
4. Permittee's Mailing Address: 289 Spring Branch Rd.
City: Supply NC
State: Telephone Number: 910-471-5977 Ext. [e-mail]-
5. Futility's Physical Address: 420 Lewis Dairy Ln
City: Winnabow State: NC
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner): Charles Clemmons Jr
g. Farm Manager's telephone number (include area code): 910-471-0445 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): NONE
10. Operator Name (01C): Charles R. Clemmons Phone No.: 910-471-0445
Lessee's Name (if there is not a Lessee, Broadwater Farms Inc
U.
Indicate animal operation type and number: NO PIG PERMIT
12. Current Permit: Operations Type
Operation Tvpes:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Feeder to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allnwnhle Cnnnt
1G,OVV
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Zip: 28462
Zip: 28479
O1C #: 16993
OtherTynes
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
FRONT
Lagoon
2/14/1995
1,278,852.00
168,000.00
19.50
PRIMARY
Lagoon
1/l/1997
Full, clay
494,986.00
110,696.00
12.00
SECONDARY
Lagoon
1/1/1997
865,469.00
107,830.00
28.00
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b% the owner and a certified technical 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, solids separators, sludge drying system, waste transfers, etc.)
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (if multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corpolation):
Name (Print): � 1.
n %' /,/.y��t a Title: �1L1�4g" GA1CC,*Z
r
Signature:
Date:
Name (Print): _
Title:
Signature:
Date:
Name (Print):
Title:
Signature: _
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animal.operations@,deq.nc.gov
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

V
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Broadwater Farms, Inc.
Broadwater Farms, Inc.
420 Lewis Dairy Rd.
Winnabow, NC 28479
910-253-0420
04-1 7-2012
This plan has been developed by:
Mamie Caison
Brunswick SWCD
P.O. Box 26
Bolivia, NC 28422
910-253-2830
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Saner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
--:u=:ablished in this nutrient management plan which includes an animal waste utilization plan for
tL�� farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Si re (owner) Date
s ¢. L4--,)4-ii-
r u (manager or producer) Date
Tkis phut streets the minimum standards and specifications of the U.S. Department of Agriculture -,
+lows) Res ,.Jiv s Conservation Service or the standard of practices adopted by the Soil and Water
C**a . ._gin Commission.
Technical Specialist Signature
Date
M DQ0' & V Daic Printed: 04-17-2012 Carver Page 1
L

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
Ul
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.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
24596
Incorporated
42241
Injected
46519
Irrigated
26735
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
26,735
26859
-124
11,920,537
-54,937
Year 2
26,735
26771
-36
11,881,623
-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 AG439-42
entitled "Soil Facts: Use of On -Farm Records for Modifying a Certified Animal Waste Management Plan" for
-aidance on using on -farm records to develop a User Defined Source.
1 ------------------------------
!kw ti 1�L 5 mpns source. U means user defined source.
' It �+�>k PAN is � on &e c3 of the actual application method(s) identified in the plan for this source.
110"Veraic , 3.1 Date Printed: 04-17-2012 Source Page Page 1 of 1

F
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
Hybrid Bermudagrass flay
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
>st,
5
5.48
5.48
N/A
Goldsboro
Annual Ryegrass - Hay
3.2 Tons
Corn, Grain
130 bu.
Pearl Millen, Hay
5.5 Tons
a5ar6
6
17.46
17.46
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PL N TOTALS: 78.45 78.45
Lt
Potential Leaching
Technical Guidance
Lo w° potential to contribute to soluble
None
< --
-ic,.: leaching below the root zone.
c potential to contribute to soluble
Nutrient Management (590) should be planned.
&
hing below the root zone.
<= 1 Q
t potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
antrical leashing below the root zone.
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 Dwabac Vvmx:c ' "s�:e Printed 4/17/2012
PCS Page Page I of 1
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Ll
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)
4586
1
Norfolk
0.50
1.0
4586
2
Goldsboro
0.50
1.0
4586
3
Goldsboro
0.50
1.0
4586
4
Goldsboro
0.50
1.0
4586
5
Goldsboro
0.50
1.0
4586
6 IGoldsboro
0.50
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 generally very high,
application of sludge must be carefully applied.
Sites tnust 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.
I-a,;oon 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
Com 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 bf,
160
14.04
150.44
300.87
451.31
-------------------------.e.------------------------------------------------------------------------------------------------------------- —-----------------------
205795 Database Version 3.1 Date Printed: 04-17-2012 Sludge Page Page 1 of

LOW-
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
Clintat+e 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 1.00 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 Pape 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 thaft 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 time, 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 I 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 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): I
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
---------- I ------------------------------------------------ --------------------------------------------------------------------------------------------------
205795 Database Version 3.1 Date Printed: 04-17-2012 Crop Note Page Page 3 of 3

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Page 1 of 1
Brunswick County, NC
Disclaimer Map and parcel data are believed to be accurate, but accuracy is not M p Sc Ike
guaranteed. This is not a legal document and should not be substituted for a title search, 1 Inch = 811 feet
appraisal, survey, or for zoning verification.
httn:Hgis.brunsco.net/nrintPreview.asnx?PrintOntData7—Brunswick Countv. NC10101truelfals... 4/17/2012

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:
• irmrnediately stop waste application
• create a remnorary diversion or berm to contain the waste on the field
s 1 incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pines and sarr_llers:
stop recvc:-- (flushing system) pump
Z stop irrigation pump
Z close valves to eliminate further discharge
.44.. separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
-01 stop recycle (flushing system) pump
Q> stop irrigation pump
O make sure no siphon effect has been created
40 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
leaks:
• dia a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the Iagoon

• 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:
local NRCS office:
and your integrator:
253-2610
253-2830
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 Managetnent Certification Manua!
ENVIRONMENTAL or affecting ,as PO
EMERGENCY
PROCEDURES Contact MFF
Serviceperson
Lagoon level has
Lagoon dike has suddently dropped
breached/broken out %Athout irrigating.
an a temporary d� Yes IN
be built to stop the Construct I
discharge? temporary
dike. No
NO
Take action
X. the discharge Yes lake measures an you stop th to stop
(fluent a contained o necessary to discharge? discharge!
contain spill.
property?
No
No Call LNM &
Heavy Equipment,
personnel, service
Contact personnel in: person and
Land & Nutrient Mngt production
Heavy Equipment manager.
l
• Pyramid Manager
Monitor situation
until help arrives.
Irrigation/flush systems
malfunctioned creating
a significant leak.
you c `c'f no
spine source o
Yes
Obtain
Attempt to<madre
repairs b . - materials
contain by farm and make
effluent onesonnel? necessary
property. repairs.
No
FContact LNM
personnel and
Pyramid
Manager.
Inmcett.doc: 03/29/% 64 @MURPHY FAMILY FARMS

Laid do Nutrient Management Certif cation Manua!
LNM personnel assess
options and call DEM.
o assess contai
\ options?
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.
Yes Contact LNM to
dispatch helicopter
10 (available within 30
minutes).
LNM team will coordinate
response efforts. Meet. «ith
DEM personnel and
document actions taken.
Inmcertdoc' 03129/96 65 CAMURYHY FAMILY FARMS

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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
Q 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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid -waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ZD Rendering at a rendering plant licensed under G.S. 106-168.7.
QComplete incineration according to 02 NCAC 52C .0102.
Q 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.
a 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).
a Any method which, in the professional opinion.. -of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
QMass 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.
z
c - 3— z_,,
Signature of Farm Owner/Man 'er Date
Signature of Technical Specialist Date y

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operator:Broadwater Farms County:
Brunswick
Distance to nearest residence (other
than
owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs.
0 sows (farrow to feeder)
x
522
lbs.
6400 head (finishing only)
x
135
lbs.
0 sows (farrow to wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 02/14/95
1500.0 feet
= 0
lbs
= 0
lbs
= 864000
lbs
= 0
lbs
= 0
lbs
0
Total Average Live Weight = 864000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 864000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet - eerzs" /moo
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 800.0
Inside top width (feet)---------------------- 210.0
Top of dike elevation (feet)----------------- 55.2
Bottom of lagoon elevation (feet)------------ 44.7
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2
SS/SIDE1 SS/SIDE2
LENGTH WIDTH
DEPTH
3.0 3.0
3.0 3.0
794.0
204.0
9.5
AREA OF TOP
LENGTH * WIDTH =
794.0 204.0
161976 (AREA
OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
737.0 147.0
108339 (AREA
OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH *
4
765.5 175.5
537381 (AREA
OF
MIDSECTION *
4)
CU.t 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
s
180 days excess rainfall - 7.0 inches

5D.
Volume = 7.0 in * DA / 12 inches per foot
Volume = 98000.0 cubic feet
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
6. SUMMARY
Temporary storage period-======= =_ ----___>
Rainfall in excess of evaporation====---_--->
25 year - 24 hour rainfall==== __ =__ ==--->
Freeboard=-==
Side s lopes=___==__�
Inside top length==--=_--___
Inside top width=--------------------------->
Top of dike elevation---- _—_---- --__>
Bottom of lagoon elevation= _>
Total required volume-----_ ----_--_ -=>
Actual design volume---------- ->
Seasonal high watertable elevation (SHWT)--->
Stop pumping elev.-- -_-- --_--- -___-__>
Must be > or = to the SHWT elev.==------�_>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume ==-=___>
Volume at stop pumping elevation= -->
180 days
7.0 inches
7.5 inches
1.0 f eet
3.0 : 1
800.0 feet
210.0 feet
55.2 feet
44.7 feet
1277995 cu. ft.
1278852 cu. ft.
48.0 feet
51.5 feet
48.0 feet
50.7 feet
864000 cu. ft.
863107 cu. ft.

Start pumping elev.---- -> 53.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall => 1173852 cu. ft.
Volume at start pumping elevation > 1166932 cu. ft.
Required volume to be pumped ---- ========> 308995 cu. ft.
Actual volume planned to be pumped---------> 303825 cu. ft.
Min. thickne of soil liner when required=> 1.5 feet
7. DESIGNED BY: ti✓ APPROVED BY: ++01
a��������
DATE: �! -- DATE: •.
s V S "� A%
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
•11641
COMMENTS:
Nt
.; Z /,;;?, -7 If § -

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
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.
-- t

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.
S. 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.

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
TARP
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 ESTABLI.SH 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���oNS
HAZARD CLASSIFICATION DATA SHEET FORUM
--6andowner 5e0 D ieMs ' Couniy
Community or Group•No.
Estimated Depth of Water to Tap. of Dam 1 0
Date of Field Hazard Investigation*
13&dA 1SA/jC&
Conservation -'Plan No.
Ft. Length of Flood Pool Y'o 0 Ft.
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. . El ev. :Est. E j evation
Kind of :Improvements: of Breach
Reach: Length:'Width: Slope: Land.Use ; Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft.- Ft. Z Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
q 0 f 07'-&-1V7-,(A1- LOSS of LICE OR S7Rtx7vR8S
Hazard Classification of Dam (P b, c) (see NEM-Part 520.21)
'Dam Classification (I, II, III, IV)V)
By
name
tle
Concurred By ` V, 1 �'
name itle
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
r
Date a?S
Date
k

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 & SITE EVALUATION
Distance to nearest residence: Wroo "
Number of homes within half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill: -4�0*1e_es
Wetland information: AIIA-
comments:
0�
Q==Mvlla.l. U.Lyn WaL.er iaoie
Borings made by: _
signature S Title: /�}---
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4.. IUTAL W:ilbN `dULUrlt
Inside top length /a feet , Inside top widthfeet
Tap of dike at elevation _<2,2 --,fleet
Freeboard •Q feet ; Side slopesl (inside lagoon.)
Total design lagoon liquid level at elevation feet
Bottom of lagoon elevation.f____feet
Seasonal high water table elevation.' feet
Total design volume using pr.ismoidal formula
a S END I
SS/END2
v�J/ d 1 �1E 1
SSIS I DE2
.3,0
30
J,o
j"p
AREA OF TOP
LENGTH * WIDTH =
AREA OF BOTTOM
LENGTH * WIUTH =
1744
AREA OF MIDSECTION
LENGTH * WIDTH,* 4
LENGTH WIDTH
(AREA OF TOP)
(AREA OF BOTTOM)
( AREA OF M I DSEGT4flN °V.,4 )
CU. FT. = (AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM]
DEPTH/6
VOLUME OF LAGOON AT TOTAL. DESIGN 'LIQUID LEVEL = __.�. � � CU. FT.

SHEET I 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 1.6 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
rlaterial 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 sheepsf'oot
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 bentonits 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 neat period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
1.54 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 i teas 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-ahould 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 5-0,9' as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation This temporary
storage, less 25 yr- 24 hr storm, contains 313315 cubic feet or
(aq2—y7J gallons.

SHEET 2 4F 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.
S. 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.
S. 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.

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

U. S. Ue?ac-Zr&fl t: a•t' ng. o.;u t •,
Scil Conservation Service September ISEO
` .. File Code: 210
KAZ kRO CLASS I FICA 71 ON DATA Mci" ' FOR • CWc Os
Landowner r�iL�O�,�1�f/,�P � ' (.fit-r,. � s' • r " Ca=�Y e L U/yl�l�l
`-t;oa.=nity or Cr•oup:'Na-' Cansk va iorr-Plan pia. .
Sstima.tvd Depth of Watei- to Top_ of Cam FtLength of Mood Pool l0 Ft.
Date of field Haze Investigation -
Evaluation by re; ch ©f hood plain downstrew to the point of estimated minor effect
fr tt sudden d2a failure_
•
t- • ev .
:Est.
reYaxicn
.
.•
:. '. kind of :Im;r-ovements:
of Breach
Reach:
Length r•Width: Slope: Land Use
Improvements Above
:Floodwater
Above
Head Plain: --
Flood Plain
C. t_
Ft.
.:
Ft.
•
De er;be pcte.*� *ia? far Joss
e' 1'fe and
demSe ti exist•ing or probable
future c+ewr�strea�t
-itanprovwnerits frtm a sudden
f t,,J"1fi kO - U
�� :� ?
r r AP- lkV1,E5 -
hazard Ciassi lt cza tioT of Own b, c) ,see HEM -Paris Ge0-211 •-•Y
Gaut Ciassif' anon =I, zr, sir, tl V)
\tii e
Concurred By if, - P , Cc, Bate_ AO ; i K --
ii�...":� ti C- a
r ♦
RCtTE: +. instructi-mns on reverse side.
Z. Attach additional sheets as needed.

SOILS & S EVALUON
opega ion: =�: GO )r Al state need , e7
f Date: , .eJA%st 1a
Distance to nearest residence: ;'15'00 f
Number of homes within half -mil* radius:
Number of homes within one mile radius. -
Distance to closest swine producer:
Distance to Feedmill: S-:) �yIJtS
Wetland Information:.-
f
Comments:
Depth 1 j 2 3 j 4I 5 C 7
tftl f j j
0-1
:Yw.
1-2
..�.{�
EGG
C�
tr
rr.
)r
3-4
C
c
. se.
5 �-
f
8 -7
7-8
1 S' CO
Sa `5�
R
�.
8-9
C}
Sa Sz
10-�-
$a
50'.
* Seasonall
High at*r Table
Borings made
Signature
a Title:
1

m
k
�... _ ........_._ .._... _...._....__........---.... c,�h,)Libtlol. ZX... .............. .
_— ------.—..----,-----r
.. ...• � • .: - :... tip.
pis' o,pi a, la��
® ......
1 d �01T CUMP nhT VX,T 4T:TT'fnIM an C hTr'.Xiga AA CC'TT nuT !fi-i�T-AnH

S INE LACDON DES I.N moo,
• County. Date. -
erat�ar .�
Distance to nearest residence lather than owners ,feet
1; STEADY STATE LIVE WEIGHT
sows
(farrow -to
finish)
x 1417
lbs.
= ' -lbs
' sows
(farrow to
feeder)
x 522
lbs.
= lbs
ahead
(finishing
only)
x 135
lbs..
= a .Ibs .
saws
(farrow to
wean)
x 433
lbs.
= albs
head
(wean to feeder)
x 30
lbs.
'Ibs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ zf,� 00 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 941600 lbs.-SSLW x Treatment Volume(CF)llb. SSLW
Treatment Volume(CF)/Ib. SSLW= J CF/lb. SSLW
Volume = 0p0 cubic feet N'rrr��fl Id 1sr S'r,46 c-
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = Q, cubic feet
..'e14

-T• t%J1nL. W6Jiw" •V6.Vr�L
Inside top length feet ; Inside top width, 243 feet
Top of dike at elevation ' ��• 3 feet
Freeboard _ /ro feet ; Side slopes! I (Inside lagoon)
Total design lagoon liquid level at elevation,11/1--feet
Bottom of lagoon elevation.- • / feet
Seasonal bigb water table elevation 4.3 feet
Total design volume using pristna.idal formula
SSIEND.i SSIEND2
SS/SIDEI SS/SIDE2
LE�}NGT}H� WIL�D/�T•{]H DEPTH
3V 3Io
�•✓ r0 (J'i//
L eV 42JF•0 /0,7—
AREA OF TOP
LENGTH * WIDTH =
Alo 25"7 =
I Qc3rf'Z
( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
(AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH
4
3 13, V Z1L4. =
d'i5'I
( AREA OF M I GSEGT I ON 4 )
0
CU. FT. = (AREA TOP t (4*AREA MIDSE�r.TI,%U-j�AREA 80(TOM] DEPTH/6
7iZ� y .�S'I I
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top. of dike)
Length *, Width =
`io 74.3 _= _11'030 s4uare feet
Buildings (roof and lot water)
Length * Width =
0 0 — D square feet
TOTAL DA= square feet
Design temporary Storage period to be /90days.
5A. Volume of waste produced
Approximate daily production of manure n CFILR 58LW 0.00136
Volume = 004 Lbs . SGLW CF of Waste/Lb./Day �110 --days
Vet,Ema = 5 • cubic feet c2iagg4. -1 e_ "'

-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 I days storage/7.48 gallons
per CF'
Volume = 0 0 cubic feet
:5C. Volume of .rainfall in excess of evaporation
-Use period of time when rainfall exceeds evaporation by largest amount.
a days excess rainfall - inches
Volume = in DA / 12 inches per foot
Volume = �;906 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = $• inches / 12 incises per foot * DA
Volume = cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A.�t��scubic feet
584 cubic feet
5C. ( 210 ! cubic feet
5D. 11 cubic feet
TOTAL 3116'7`�7- cubic feet

U
b. SUMMARY
Total required volume go�00 cubic feet
Total design volume avail.k W.-cubic feet
s
Min. req. treatment volume plus sludge accumulation' BAS-- cubic fen--
At elev. `.: feet ; Volume is e4(Pf cubic feet (end pumping)
Total design volume less 25yr-24hr, storm is rs96 cubic Feet
At elev. feet `--Volute is L � � cubic feet (start pumping)
AllossZ�I,�iN
Seasonal high water table elevation • feet.
P
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7. DESIGNED BY % -- --
DATE:
ARPRQVED BY � 1sat5
DATE: 6 �.� � •..",,,,•�

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-S /Sr .S6_ INE LAGQGN DESI_N
Qperat6r: .ZE Counter:- ""2'fixk Date:__
Dlstfte to nearest residence (other,than owner): >,T _feet
1: STEADY STATE LIVE WEIGHT
saws
(farrowto finish)
x 1417
lbs.
- " ..lbs
sows
(farrow to feeder)
_
x 522
lbs,
�f©D bead(finishing
only)
x 135
lbs.
= - `•` '© lbs
saws
(farrow to wean)
x 433
lbs.
- 1bs 4
head
(wean to feeder)
x 30
lbs.
- tbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = —L _lbs
C. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =, ,000_Ibs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= f CF/lb. SSLW
Volume = M 00 cubic feet
. 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 6 cubic feet
.r .,e /6

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