100037_Application_20240401

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: AWS100037
2. FacilityName: C Bay Nursery
3. Permittee's Name (same as on the Waste Management Plan): C Ba,, Nursery LLC
4. Permittee's Mailing Address: 1122 Oberlin Rd
City: Raleigh State: NC Zip: 27605
Telephone Number: 910-8866-4395 Ext. E-mail: -detm&Qatea .com
5. Facility's Physical Address: 2347 Exum Rd Nw q ftI
City: Ash State: NC Zip: 28420
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner): W -Tv
8. Farm Manager's telephone number (include area code): OLIO
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Leslie L. Stutts Phone No.: $k6--253.99" OIC #: 20897
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Troes:
ctlp-425"-6-747
Allowable Count
6,400
Swine
Cattle
Dry Poultry
Other T% ,es
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 Pouet v
Gilts
Other
Non Laying Pullet
Other
Layers

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)
I
Lagoon
11/16/1996
Full, clay
487,593.00
70,500.00
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), si,.ned 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 CANN14P 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 143-215.613, 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 Pennittee/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 corporation):
Name (Print): i-of
Title:2
Signature: Date:
Name (Print):
Signature: _
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animal.' [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
C Bay Nursery LLC
C Bay Nursery
1122 Oberlin Rd
Ste # 226
Raleigh, NC 27605
. srnV
NORTH CAROLINA
EaWnwW eMterQu*1 ey
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
DECEIVED
MAR 2 9 2024
NC DEQ/DWI$
Central Office
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 coverage under the State Non -Discharge General
Permits you must submit an a Aication. for permit covera .e to the Division of Water Resources DWIZI; by A,pri13.. 2024.
Enclosed vou will find. a. "Retluest for Certificate_ of Coverage for Facility Currently_ Covered bi an Expiring _State.
Non-Dischama General Permit." The mplication form must be completed. signed be, the Permittee. and returned to the DWR bG
Ai)ril 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: anitnal.operationsaen.nc.eov
phone: [phone]
Please note that iou must include one t,l] cou-, of the Certified Animal Waste Management Plan (CAWMPI.with the
completed and siened apilication form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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.dect.nc,.Rov/animalpennits2024. 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,
A;
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: bequest for Certificate of Coverage for Facility, Currently Covered by an Exi)iring State Non -Discharge
General Permit
North CarchuaDtparitdmtcfEuriresmmts]Qu.slits DIAsionofWaterFAsomm
-12North SallsbWStmO 1436Mail U niveCeu Ttela3��?iosthCam3iaa2761t9�b36
919_707-0129

Version. -November 26, 2016
Mortality Management Methods
indicate which methods) will be implemented.
When selecting multiple methods inmate a prlma►y versus secondary option.
Methods other then those listed must be approved by the State Vetednadlan.
Primary Secondary
Routine Mortality r;
within 24 hours of knowledge of animal
Q
Burial three feet beneath the surface of the ground
death. The burial must be at least 300 feel from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200,
Rendering at a rendering plant licensed under G.S. 106.168.7.
Complete Incineration according to 02 NCAC 62C .0102.
El U
A composting system approved and permitted by the NC Department of Agriculture ti 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 Q In the case of dead poultry cnly, placing In a disposal pit of a size and design approved by the
NC Department of Agriculture ti Consumer Services (G.S. 106-649.70).
Any method which, in the professional opiniornof the State Veterinarian, would make possible
El El 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 fauns 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.
Burai must be done in accordance with NC General Statutes and NCDABCS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
mergency, the State Veterinarian may enact
for disposal according to G.S. 106.399.4.
Dale
'3 !4 19'
Date

Nutrient Management Plan For Animal Waste Utilization
03-21-2017
This plan has been prepared for:
C Bay Nursery (10-37)
C Bay Nursery, LLC
1122 Oberlin Road
Raleigh, NC 27605
[phone]
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
eveloper 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.
7
Signature (ow Date
Signature (manage 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:
chnical specialist Signature Date
- 340097 - Database- - -Version 4.1 Date Printed: 03-21-2017 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.
----- -- -- --------------------
' 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.
340097 Database Version 4.1 Date Printed: 03-21-2017 Source Page 1 of 1

Narrative
3-21-2017
All waste application rates used in this plan were taken from plan developed by Greer Moore on
3-8-2005.
----------------------------------------------------------------------------------
340097 Database Version 4.1 Date Printed: 03-21-2017 Narrative Page 1 of 1

W
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 Crons StunmarY
PLAN TOTALS: 16.80 16.80
Li Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>- 2 & Moderate potential to contribute to Nutrient Management (590) should be planned.
<— 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
340097 Database Version 4.1 Date Printed 3/21/2017 PCs Page 1 of I
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application
Factors
Application Rate Application Amount
Tract Field
Soil Series
(inches/hour) (inches)
3075 1
Lynchburg
0.50 1.0
3075 2
Lynchburg
0.50 1.0
3075 3
Lynchburg
0.50 1.0
3075 4
ILynchburg
0.50 1.0
340097 Database Version 4.1 Date Printed 3/21/2017 IAF Page I of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge
Nitrogen Utilization Table
Maximum I Maximum Sludge
Crop
PA-N Rate Application Rate Minimum Acres
Minimum Acres
Minimum Acres
lb/ac 1000 gavac 5 Years Accumulation
10 Years Accumulation
15 Years Accumulation
Swine Nursery Lagoon Sludge -
Standard
Corn 120 bu
150 14.69 14.60
29.19
43.79
Hay 6 ton R.Y.E.
300 29.38 7.30
14.60
21.89
Soybean 40 bu
160 15.67 13.68
27.37
41.05
---------------------------- .. --- - - - ------------------g---g---------
340097 Database Version 4.1 Date Printed: 03-21-2017 Sludge Page 1 of 1

W
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
A„-1.1,10 111ngfu Ctnrnm- ('anari}v
r uaiuuw
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
126
1
2
126
I
3
166
1
4
180
I
5
180
I
6
180
1
7
180
1
8
180
1
9
180
1
10
163
1
11
161
1
12
158
* Available Storage Capacity is calculated as of the end of each month.
340097 Database Version 4.1 Date Printed: 03-21-2017 Capacity Page 1 of 1

Required Specifications For Animal Waste Manap-ement
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).
{ ------------------
--------------------------------
340097 Database Version 4.1 Date Printed: 3/21/2017 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-------------------- ------- --------------------
340097 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 2

AM 15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
( ------------------------
340097 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------
.------------------------------------------------
340097 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1, 2, 3, 4
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" 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.
-----------------------------------
340097 Database Version 4.1 Date Printed: 03-21-2017 Crop Note Page 1 of 1

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Revised Addendum
To
Nutrient Management Plan
Facili Number:
10 - 37
C Bay Nursery Farm
Facility Name:
Facili Owner:
C Ba Nurser , LLC
Facility Type:
6,400 Wean to Feeder
Current NMP Date:
312112017
Addendum DateTY/2W2019
Tract
Field
Soil Type
Use.
Acres
Crop
Applic.
Period
N
Applied
3075
7
Lynchburg
24.5
Bermuda Pasture
311— 9130
206
3075
7
LKnchbEg
24.5
Small Grain
1011— 3131
50
Addendum Narrative
PAN rate came from current Nutrient Management Plan. This addendum is only
to incorporate the use ofAerWay on the above fields that are also Pulls 1-4 in the
current Nutrient Management Plan. Any PAN applied would need to be removed
from Reel application if both Reel and AerWay are used in same crop cycle.
Agency:
A riment Services, Inc.
Technical Specialist:
Ronnie G. Kennedy, Jr.
Technical Specialist Signature:
Date:
112412019

M
Vereen Nursery
Facility #10-37
One Year Conditional Amendment
On Tract 3073 Pulls 9&10 corn will be planted for 2012 crop year. This is necessary to
eliminate undesired species and re-establish coastal bermuda crop in these two fields.
Application rate will be as follows:
PULL
ACRES
CROP
SOIL
PAN
APPLICATION PERIOD
9
3
Corn
Rains
135
2/15-6/30
10
3
Corn
Rains
135
2/15-6/30
W
Mamie Caison, Technical Specialist
W
Date

1-2
Vereen Nursery
Facility #10-37
One Year Conditional Amendment
On Tract 3073 Pulls 9&10 corn will be planted for 2011 crop year. This is necessary to
eliminate undesired species and re-establish coastal bermuda crop in these two fields.
Application rate will. he as follows:.
.PULL .ACRES CROP SOIL -PAN ..APPLICA.T.ION PERIOD
9 3 Corn Rains 135 2/15-6/30
10 3 Corn Rains 135 2/15-6/30
�i6+.n�•f Claw /�/.•d w -l!
Mamie Caison, Technical Specialist Date
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EB:iibWm Sl
OF 0
VEREEN NURSERIE4,;�JGRQVIVER-#332
4 - 1600 ,A�fE.EDER..
STATE ROAD #1340-BRUNSWICK COUNTY
DIRECTIONS: FROM WHITEVILLE, TAKE HWY. #130 SOUTH. AT NEW
BRITAIN, TURN LEFT ONTO STATE ROAD #1326. AT STOP. SIGN, TURN LEFT
AND TURN IMMEDIATELY RIGHT ONTO STATE ROAD #1336. FARM IS TWO
MILES PAST EXUM ON STATE ROAD #1340 ON RIGHT.
MILLING ADDRESS: SHIPPING ADDRESS:
PEARLY VEREEN PEARLY VEREEN
STATE ROAD #1340
ASH, N.C. 28420
EXUM GROC.[phone]
CAROLINA BAY [phone]
BROWN'S OF CAROLINA. INC.
303 EAST COLLEGE STREET - P.O. BOX 487 - WARSAW, N.C. 28398.0487 - OFFICE: [phone] - FAX. [phone]

,
AnlY--,I Waste Management Plan Cer4fication
(PlerL .ypa or print all Information that does not requL . signature)
Existine' ' or New " or' -'Expanded'" (please circle one) •' • ' '
general information:
Name of Farm:
Owner(s) Name:
Mailing Address:
Fttct'Itcy No: --
Phone No: 9/d A 7sz5o
Farm Location: County Farm is located in: ,vsw t c C
Latitude and Longitude: 3 ° O 7$ 5V / -9f jE! 3oa
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, mileposr, etc.): V d
eration I-escriad
Type of Swine No. o nimals
XWeaa to Fender O
D Feeder to Fiaish
Farrow to We=
0 Farrow to Fender
7 Farrow to Finish
„ .,V..4yV `�+•
;�ar,dFngQparcdoR'ORly,���.� �,.
: Aro,.iniLC i)oci?r_ Canar:[ir
Type of Poultry
O Layer
Q Pullets
No. of Animals
Type of Carrie
.Ct Dairy
Cl Beet
No. of Animals
Orher Type of Livestock Number of Animals: '
,Addiribrta[ Design Capacin�:
Acreage Available for Application: 5o Required Acreage: /3• '0
Number of zStorage Ponds : I Total Capacity: Cubic Feet UP)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPEUY FIELD (please circle one)
Owner I Manager Agreement
I (we) verify that all ti•.: above iafartaciott is correct =d will be updat:d upon cha^.sing. I (we) t:nderstaad the operation and
maintecaace procedures established in the approved aalmsl waste management play for the fawn, aamAd above gad will
l=plc=eat these procedures. I (we) Im,ow that any expansion to the. existing design capacity of the waste treatment and
storage system cc construction of new facilities will require a new certiftcadca to be submitted to the Divisiaa of
Environmental, tMaaagement before the new animals am stocked. I (we) unde:sraad that these must be no discharge of animal
waste from the storage or application, system to surface waters of the scat: e'b— ffl=Cdj: or
from a stor_+ event lass save:e than the Z55-ye^1. 34-hour notm and them must aoc be run-off tram tite appliadoa of scitr:l
was::. 1(we) unde:staad that runt -off of pollumats from, lounging and heavy use arras mast be minimized using technic• l
standards dcyeloped by the Namral Resources Conservation Service. The approved plug will be filed at the farsa and at the
offtc: of the local Soil and Water Conservation District. I (we) know that aay modification must be approved by a technical
specialist and submitted to the Sail and Water Coaservatiaa District prior to implementation. A ehaaga in land ownership
requires written notification to DFM �F ow �&cadoa (If the appcavd plan is chugged) within 6E} days of a tine transfer.
Narne of Land Qwnery: gg?j
' Signature:
Name of Mana,er(if t
Signature-
AWC — January 1,1997
Date•
from owner):
Date:
I

• TP-clinical Specialist Certflrzfion
L As a wcbalcal specialise designated by she North Carolina Sail and Water Conservation Commission pursuant to 1SA'
'
NCAC 6F .0005, t certify that the animal waste management system for the farm named above has an animal waste
management plan that mrts or exceeds standards and specifications of the Division of Eavirontaeatal Wonjement (DENO
as specified in ISA NCAC 2H.0217 and the USDA -Natural Resources Conservadoa Service (L RCS) andlar the ,i)n
Carolina Sail and Water Conservation Commissioa pursuant to ISA NCAC 2H.0217 and ISA NCAC 6F.0001-MOS• The
following elements are included in the plan as applicable. While each category designates a technical specialist who taay
sign each certification (SD. SI. WTLP, RC, I). the technical specialist should only certify parts for which they are technically
competent
H. Certification of Design
A) C 1 ection. Storage. Treatment System
Chuck rite appropriate box
C2 Existing faci itv_writhouc retrofit (SD orWUP)
Storage volume is adequate for operatioa capacity; storage capability consistent w
requirements.
' 4v paraded or re!tof tied facility (SD)
mal waste storage and treatment structures, such as but not limited to collection systems. lagooas and poads,
• have been designed to M=t or exceed the minimum standards and specifications.
.tame of Technical Specialist (PIease Print): R. �cUevS':•�- . €
" Affiliation: 5��,;ti ;.J . S ; �• .•..�•
Address(A;ency): a-8'3iS' Phone ��fo.:_�o _.s'�e -�za3
:. Signature: 7e• Date:
B) Land Avolication Site (WU-P)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic aad nutrient loading rates.
Naive of Technical Specialist
Affiliation:_ ��ro U:)I,
AReiressrA--'=V)- !� tJ' 16
Print): 6 r ' r�—
►ate• 4:- 2 V 'e17
Q RunQM --entrol j f
Chacti the appropews box
Facility without exterior lots (SD or NVUP or RC)
This facility does not contain any exterior lots.
0 Facility with extedgr jots (RC)
tMethods to minimize the run off of pollutants from lounging and heavy use areas have been designed is
accorddace with te^chalcsl standards developed by MRCS. '
Name of Technical Specialist (PIease Print): _ 1 A4 At Ll
Affiliation:_�-1-u T
Signature:
AWC — January , I997
2
kone No.:
ate:
N
J

M
IJj. Anvlfcatfon and Hand[" [" cr n
Cfrecb the approprfara bo e ,
orenandinz facilia with waste apRlicationegailzmen ' (WUP or D
Amaral waste application, equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as accessary to accommodate the
waste manage. -rent plait: (existing application equipmeat caa cover the area required by the plan at rats not to
exceed either the specked hydraulic or nutrient loading rates, a schedule foc dining of applications has been
established; required buffets can be malamined and calibration and adjustment guidance are coamiaed as part of
the plan). .
Q New. expanded. or existing tacilitV without existing waste aRglication equt_ pment for av
irnganoni (n
Ani.trtal waste application equipmeat specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area rquired by the
Plan at rates not to exceed either the specified hydraulic or autdcat loading rites; a schedule for timiag of
applications has beea established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
C� New, expanded or existing aril! without existing waste aRplicadon eauigment For land
s2readin not ufwg sprav irrigation (WUP or I)
Animal waste application equiptneat specified in the plan has been selected to apply waste as accessary to
accommodate the waste management plaa; (proposed applicatoa equipment can cover the area required by the
Plan at rates aot to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calioracloa and adjustmeat guidance are
contained as pa.-. of the plats).
Name of Technical Specialist (Please Print):__ ' 1 IVI AA
Affiliation: r4 Z.t.L
Phone NO.:
The waste management plan for this facility includes a Waste Management Odor Control Checklist. an Insect Control
Checklist. a titoralicy iMana;emeac Checklist and an Emergency Action Plan. Sources of both odors and lasers
have been evaluated with respect to this site and Best Management Practices to Kaimize Odors and Best
tilanagement Practices to Control insects have been selected and included in the waste management plan. Both the
Morr_lity Nkaaagernent Plan and the Emergency Acdoa Plan arz. complem and can be izplen-watad by this facility.
Name of Technical Specialist (Please Print): ./1,,IIAA k
Affiliation•
Address(A ): Phone xi o.•
Signaturq: Dace' -2 �(
F) ZY 't en tree o Nev or EzDanding Swine Form
The following sirnature blocs: is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed or last expaaded
I (we) c :•tifp that I (we) have attempted w coatact by certified mail all adjoining propecy owners and all property owaers
who own propeny located across a public road. street. or highway Boat this new or expanding swine far= The actice was in
compliance with the requirements of NCGS I0&305. A copy of the notice and a list of the property owners nodficd is
aaached.
Name of Land Owner: E _ V e CF
Signature: Date: 7 9
,lame of Dian ,er(if different from owner):
Signature Date:
AWC — January 1,1997 3

III. Certification o f Installation
A) CoRection. Storaaj:rrgukimll3STnstallation '
New. expanded or retrofitt d facility- (SI
Animal waste storage aad.treatment structures, such as but not limited to lagoons and ponds. i
accordance with the approved plan to meet or exceed the miaimum standards and spedficatior
For ex&ting facilities without retrofits, no certification is necessary.
�a��Zh cARp lrr,101
0 SSI If
b �msumn r
M15
..F�oose 4
ORY S.••`
Name of Technical Specialist (please Print): /P.' G 1' •� P E, __
Affiliation• -s'��: � �...I� S�,r; ,.�. .
Address(Aaency): r,03 u Si. Cl i.. Ne- 21i•W Phone,No.: A-0 -S 'PO - 2 ?03
Signature• '�t' Date• 4/�59 7
.B) Land Agnlicatfoit -Site OVUP)
Check the appropriate box
Athe cropping system is in place on all Iand as specified in the animal waste management plan.
Q Conditional Approval: all required land as specified in the plan is cleared for platting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to e=. blislr the
vegetation as specified in the plan by (maath/day/ye2r); the proposed cover crop is appropriate
for compuaace with the was;nudlizadoa plan.
o Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared lazed witl'in 30 days
of this certificatica. the owner has committed to establish an interim crop for erosion control;
- Name of Technical Specialist (Please Print): • � i s�
Affiliation:-
Address(Ageac Phone No.:
Signature: E'L� .L��� Date: � •-,:) `�'`'7 -�
This following sigiatu're blockis only to be used when the box for conditional approval in M. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified is my (our) waste ualimdon plan, and
if appropriate to astablish the interim crop for erosion control. sad will submit to Dal a ve incatioa of completion from a
Technical Specialist within 15 calendar days following the data specified in the conditional r_rdftcadoo. i (we) realize that
failure to sub trit this verification is a violation of the waste managemeat plan and will subject me (us) to an eaforcemeat
action from DEX
Name of Land Owner :
Signature: Date:
Name of Manager(if different from owner):
Signature: Date: .
M,
AWC — January 1,1997 4

Q Runoff Controls front E e i r (RC)
Facility with eaten 12M
Methods to minimize the run off of pollutants from lounging and heavy use areas have been, installed as specified
in the plan.
For facilities without exterior lots, no certi, fication is necessary.
Nance of Technical Specialist (Please Print):.
Affiliation:
Address(A;ency): Phone No.:
Sigature: Die.
.��
D) Attvlication and Handiibaguinment Installation (WU.P or n
Check rhdJPPMPre:e block
yCl Anutiaf wiiaste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment ma=ials have be= provided to the owners and are contained as part of the plan
CI Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed eoat=q,, equipment specified is the
contact agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners aad are contained as part of the plan.
CI Conditional approval: Animal waste aoolication and handling a uipmeat spe.ifted in the plan hasbeen
purchased and will be on site and installed by (moath/day/ye_r): there is adequate storage to
hold the waste until the equipment is installed and until the waste can be lend applied in accordance with the
cropping system contained in the plant; and calibration and adjustment guidance have been provided to the
owners and ars contained as part of the plan.
Name of Technical Specialist (Please Print): 11
6 P� '
AfOat = FL-L
No.:
The followiJ.g Pgnatur&9Iock is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handing equipment as
specified in my (our) waste management plan and will submit to DEM a •re;ificadon of delivery and instatratica
from a Technical Specialist within IS calendar days following the date specified in the conditional certification.. I
(we) rezone that failure to submit this veafication is a violation of the waste maaagement plan and will subject me
(us) to an enforcement action from DEK
Name of Land Owner:
S �Qnature: Date -
Name of Manager(if different from owner):
Sig�tature: Date:
E) Odor Control Insect Qntrgl and hfa tality Nlana;ement fSD ST SS'LTP RC or
Methods to .control odors and insects as specified in the PIan have been installed and are operatioazl_ The
mortality management system as specified in the Plan has also been installed d is operational.
Name of Technical Specialist (Please Print): it,Se =
_rs,Affiliation: 4 YL-Z—
Address(Agcncy Phone No.:.
Siena tttr�e4j Date- Lt- 2*' 7)
AWC — J,1997 5

Please return the complet., . form to the'Division of Water Quail., At the foliowina address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
• P.O. Box 29535
• . . Raleigh, NC 27626.0535
Please also remember -to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan. .
Awc -'January 1,1997 6 • .

Operator:Pearly Vereen County: Brunswick Date: 11/16/96
Has the site evaluation been completed & approved: Yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
6400 head (wean to feeder) x 30 lbs. - 192000 lbs
Describe other 0 lbs
Total Average Live Weight = 192000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 192000 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 48000.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
300.0
Inside top width (feet)----------------------
235.0
Top of dike elevation .(feet)-----------------
53.10
Bottom of lagoon elevation (feet)------------
43.10
Freeboard (feet) -----------------------------
1.00
Emergency spillway depth of flow(feet)-------
0.00
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 3.0 294.0
229.0 9.00
AREA OF TOP
LENGTH * WIDTH =
294.0 229.0 67326 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 175.0 42000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
267.0 202.0 215736 (AREA OF MIDSECTION
* 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA
BOTTOM) * DEPTH/6
67326 215736
42000 1.50

Total Designed Volume Avdilable = 487593 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width ) + Surface area of connecting waste facility
300.0 235.0 0.0
70500.0 square feet
- Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 70500.0 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 = 192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 350720 gals. or 46887.7 cubic feet
5B. Volume of excess water
Volume = 1287.2 gallons/day * 180 days storage/7.48 gallons
Volume = 30976.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 10.6 inches
Volume = 10.6 in * DA J 12 in. per ft. = 62040 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 62040 cubic feet

5D. Volume of 25 year 24 hour storm 8.0 in.
volume of "Heavy Rain" 8.0 in.
volume = 16.0 inches / 12 inches per foot * DA
Volume = 94000 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 46888 cubic feet
5B. 30976 cubic feet
5C. 62040 cubic feet
5D. 94000 cubic feet
5E. 0 cubic feet
TOTAL 233904 cubic feet
6. SUMMARY
Temporary storage period ===================>
180
days
Rainfall during wettest period of storage===>
10.6
inches
Evaporation during storage period===========>
0.0
inches
25 year - 24 hour rainfall==================>
8.0
inches
Heavy rain__________________________________>
8.0
inches
Freeboard===________________________________>
1.00
feet
Side slopes=====__ _________________________>
3.0
: 1
Inside top length=========-----=--==========>
300.0
feet
Inside top width=—________________________>
235.0
feet
Emergency spillway elevation(if planned)====>
52.10
feet
Top of dike elevation=====__________________>
53.10
feet
Bottom of lagoon elevation==================>
43.10
feet
Top of sludge elevation=====---=============>
44.21
feet
Total required volume=====------==========>
473904
cu. ft.
Actual design volume________________________>
487593
cu. ft.
Seasonal high watertable elevation (SHWT)===>
47.90
feet
Stop pumping elev.__________________________>
48.29
feet
Must be > or = to the SHWT elev.==========>
47.90
feet
*
W

Must be > or = vo min. req. treatment el. 49.10 feet
Min. Required treatment volume_ ____________> 192000 cu. ft.
Volume at stop pumping elevation=====______=> 205023 Cu. ft.
Start pumping elev.==_______________________> 50.65 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 393593 cu. ft.
Volume at start pumping elevation======____=> 393233 cu. ft.
Required volume to be pumped===_____________> 139904 cu. ft.
Actual volume planned to be pumped=====_____> 140040 cu. ft.
Min. thickness of soil liner when required==> 1.3 feet
7. DESIGNED BY: APPROVED BY: Jtv // D �
.54 � /
DATE: DATE:
w

SEAL
16415
7. DESIGNED BY: APPROVED BY: �"
DATE: DATE: !-a-11-rIn
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations by Brown's of Carolina Technical Specialist. Engineer shall be
notified of any changes and/or site discrepancies found during construction before proceeding. Brown's of
Carolina is responsible for site layout, and shall verify all required setbacks and absence of subsurface file
drains. Owner and/or Brown's of Carolina personnel is responsible for contacting engineer for construction
inspections as deemed necessary, and for arranging final inspection of lagoon. Final inspection must be
performed by the engineer or by a certified technical specialist. Brown's of Carolina technical specialist is
responsible for excavation and fill calculations and for nutrient management plan.
OTHER SITE -SPECIFIC NOTES:

SHEET 1 OF 3
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 a$ 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 equipment shall travel :in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use 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 1.3 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 NRCS approved material (ie - CL,SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
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 unless otherwise specified. 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 specified, the contractor shall construct an observation trench
jW along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a. minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backf filling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THR 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)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 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
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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.

V . .3. Ue jje. L...Cli C G K�j. i L1 1 C".'O
sail Conservation Service Sept—_nber IaEG
' .. File Cade: 2I0
• FLAZARD CLASSIFICA►ION DATA Sri=`i FOR .LA40005
Cliowner �iii�L! �' • �' 'J Caux:ty ,��lie%�lC�G. ' • .
Co „mnity or Group:'Na.' Con'servaiiorr'Plan No. .
Es ti na teed Depth of Wa tei- to Top. of Dam � Ft.' Length e Fl cad Poai 300 Ft.
Date of Field Hazaird Investigation
Evaluation by reach of fi aed plain downstreap to the point of estimated minor erect
fron sudden dam faOure.
.. _st..El ev. t. PevatioR
' :• r ' ' Kind of :Improvements: of Breach
Reach: Length;'Width: Slope: Land,Use ; Improvenents : Above :Floodwater Above
' : Flood Plain:'.. Flood Plain
Ft. • Ft_ F : : Ft. Ft.
2 -
:
Describe potential for loss of Iife and daaage to existing or probable future dcwnstrew
improvements from a sadden breach
A .Pv-,-V-1n AL r01z Zap
Hazard Class-1 fi cati on of Dan-, b ,
Damn Classific,�vn (I, II, III, C
,
Ir -
By 1 f
(title
c) (see HEM -Part
V)
Concurred By ro• C .
nave) t-i t1 a)
NOTE: I. •Instructions on reverse side.
Z. Attach additional sheets as needed.
Date 11.20 I-6
Date 1/S% 96

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S&ME INC. :919-876-3958 APR 3'97 7:22 No.002 P•03
Vum vonmum " w dS D3Q84 MOOD (C) TEST CELL'
J09 0 SOB ?tAMF W r.l I� $ �.P�LI vJ DATE TESTED "' i3''i
SAMPLE k BORING-0DEP► H TESTED BY AkV-
SOIL DESCRIPTION �..� �• S'`
REMOLDED ) UNDISTUR LD le�r
REMOLD DATA: V eE c- ej WT . OF SAMPLE '� Z � S r
MOLD NO. •v � LEIgC^H .OF SAMPLE �—cm
PROCTOR DATA: VIA. OF SAN:PLE •-WCM
MDD.(PCF) OPT. tfOIST. AREA OF SAMPLsa.c
SAMPLE DATA:
F?LTi►T, SA':UitATI0NM OV?,,,_
% OF MDD. WX OPT. MOIST.
ww—wr wwwwwr-------wry---r--rir•
wwww rwiii!•iirwirWw-----------
MOISTURE COP.TEN'TS: INITIAL MOIST. ADJUSTED MOIST. FIND-L MOIST,
%YET SOIL ';ARE 2• Z �) , (eLf
DRY SOIL T TARE A 'w
V.T. TAR
TARE NO.
PERCENT MOISTUREt �• .�
-----wwiiiii Fii itwY��.tiiww i iiiwrww
TEST DATA:
INITIAL FINAL ELAPSED HVIf HVy H1/U2 RATIO
TIMES TIME: t/sec. Hal HC2 OUT/Ii1 I.G. VALUE
r
2 : '1'1,,', �.t.•' 1 `-j' % � 'Z l �v O r o/ �� �t,'•�2t S� ..�. r�. ��' 1' Z �
camE
: ��• I c�,3�- ���
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16 t� —!

S&ME INC. . !919-876-3958
APR -'97 7:21 No.002 P.02
W�Mm . t.::i�rao�tatt i rrv�tA�tixis'1•
"F '"°"`' "'"'� AS", 1 D5004 METHOD (C)
PAGEii I 1-
TEST CELL*
JOB J08 NAME
f,11SAMPLZ
�'�W`YJ��
{.c �' - DATE TBSTZDt :J -`,9
EORINOW
DEPTH
TESTED BY AA�C
SOIL DESCRIPTION^
,,.j IWC—'
CcwAr...�,.1
REMOLDED (
) UNDISTURBED
REMOLD DATA;
U��C yJ
(r
lv-T - OF SAMPLE �l�"1 1`7
MOLD NO.
Sr
LENGTH OF SA cm
�PLE�
PROCTOR DATA:
DIA. OF SAMPLE 1 -7-0 eM
MDD.(PCF) OFT. MOIST.
AREA OF SAMPLE 0,9"L sq.c
SAMPLE DATA:
FII�*r'.L SATURATIONN) C7,'v'
% OF MDD. °o * OPT.
MOIST.
---------------------------
MOISTURE CONTENTS: INITIAL
MOIST.
ADJUSTED
MOIST.
;;*?.L HOIST.
WET SOIL +TARE
DRY SOIL
11T. "''ARE
TARE 'No.
PERCENT MOISTURE: 2 e.•
-----------------------4..—..--------
— —�----------..—
-------------------
TEST DATA:
INITIAL FINAL ELAPSED
TIMETIME; TIME: t/sec.
HVHV2
/HC1 /HC2
Ul/H2 RATIO (i) W
OUT/It!
H.G.
VALVE r,
�,
—_
4.
10 t
ls•
f
—�
let-
19:
01
2 --gE
NO

W
f Natural
([� 0epartment aP Reaaur=s
\Agrf=IWre Ccnservaticn
" Service
NC•CPA -17
REi/.1, 24
WAS 4-4 XWkGz-xT-4f-jFAC==S= -XVA=A=ctf
c�rz.,; GYsaR.14►3LO�Y
2-97-5"/7 stz=aa�tzaN ��%/ oo l�i�.
D(Si.INC'.'.;OMYr.ARFS'rii`SIDF`i(YCTOW"iED BYB�OaL'Q ZfdV PT.
Q S= Wes, j*Y IOa.YF_AR,:ZOOa ?LARM
Ycs_•
If yes, J-IRCS eutaat provide izsLst=cc•
NO
ISSWEAT LZAS'rLaoF►.MWA-BLUE LMYr?-"—Ln4LME iT
Y� J
Ifno, site must be r-Jocsrei.
--- No.
LSS,T' W�� I yOL:ZON[�YG1G'e IS72CIa"QNQFA1tTMR?aLLiY7
Ii:
y� �
NO
e4 landowner should consult with Ioal maiag bawd about required
—'�' ,✓�
perm3tL Perasits must be obtsiaed prior to design sppmvaL
ARr L i?.ii"jrS W CONS -4AU ION ARW
Ifye; sea 7ar:103 of cha Yatloaal
yam_ NQ
—"
Engineering Mammal and follow patiry.
(Caplas of maps or other refareaca
materials may be attached to site'
e+ainadao)
1NTT-7ANne
WMZSLr"Mr-VE CM :MV0 WOODLAND OPLAY NON-CRQP"'kM? yew NO ✓
If Yea, Producr must campleta Fo=NRCS-CPA.,38 (Request for Cc.-dgcd
Wethmd DwarminatIciunc neacioa).
Wes• ACZON R= MT LY S'WA&0SLT &-,NQ7
NO =
li FT i•�VDS A.� [NYOC.V'7. Ci T5 ors�?ONS�..IL^: OFTt�?AODCTt.:•'ZTO CONT.ICC rss:. US AR31Y CCR° GF
.4`ADCVVM, OF CNME`ri ll.JI.ANAG''r..k"ft TO DE Q.YE IFF?_ ' .Rr REQD=, ems.
M r+� Li .,A.YDS t TOL rV'�, ,� ;?QpDCC3S'�O4'V' YOTCL=AZANYL,� QrMA.�M DV,�=N
L4 aL1DF.
NRCS ?rM provide tmchAicsl mssistauc In wetlands only under the feilc'wing; caadittoas For natural wedand
Induslons fees thaw one acre In size, MRCS will provide suistamta caiy if the iltmetoas aad=b1mam fully j
aridgsud. For narsrsi s*rt(sads to titan aaa ace in size, NRCS wM prarida
rgoraus sequcadag p mass to Emdude avoidancr, mImitaiirsrioa of Imp:c3, and aorapaass=a7 a
aIs i
anted out is thug order of amf.r:ti�. j
!WOCA&CDNZ.OLS=.rDMC,JssM' WrMZWDL'C
• %M-M DC.MCiiONT YES NCB
pp`r:.A.4G'LYG LACa7ON'JrT? .j=H WA'I T-L TO AT L' 4Z l!L YES NQ
OF TJX CAP.S.C. re?
• usvc acco Soc.40 !LMC&jE,Y i S.Y C.L`1D A.edr.:GitON YES � NO
OF �A,;f± _

sj ° t•• • ; 7't
GMED r1MMCIL < < t, S?_CD:S SdBIr.LTF3�Se.TfC7
LSADESiGV.lT�7Y���j.SC:�YiCaA.rel►IYC.d1D©4VTs�?L�NV�,[GAA�r�OR.
WM' f2LAb4M- ACTIQNS b4�.4C: ON.1�Y.tD1AG"afiY.:SLfL�t.SC*VtC.t5L4.tt
MA,4 RC.s�ALCGiCALCMIM=1i:CALSaTsLQCAMI•' WrxUP"%jYc7ALVA?
-_-Ze �e'3� tJVCQGc. Sa.�T CELLCGiLL: dG01LT.4YC iSL:2:.VCS CtTM
OP`3.tisi:VG ttNra?
It the saaWcr to say at *a sba" is yw, IMcS wM not pnVide r...s
sssi=u= nabs -- natter is tbHOW4 .
Reel. t, 2-M
Page Z
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NO
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cogs PQODG'C3OWY-(OCC*LANL DToP2OPULY"noAPL°LYALLWAST M -
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(F LAM M n. Cr CW& M SY PSODU= CAkf tMCUC==r A 3¢'` ON UND YES, , NQ �
ON WIZa -I a0 APPLY WAS TIMET
(A=C9, Wawa lTdU=daa Pisa to site arllastiam) '
SOIL I fv-4 a M=C M • Y,• * -QtYLY IF SOII. zf7=QW0t(
.
iT Sam WrIAMI OR LAr=N?
Y.S Z
No_
13 ALLY'r--t3_Qa=?
rzs—
T^+E O F L^C3'Ib 3E CLSas�:
•C•A1•—S . Mr,4r, ►�
IF C.AY L uls TC 8E MM TS SLt1T,t8L;; CLAY AYr1MME ON
YES
NO
SCM7
—
IFC+.A-TSI.(OTAVAMA ONS= DOESLUNDOWNUMAV'E
Yam
NO
AC= TO CLAYT
—.-..
(A6=Ch Sail taYCstjpdQZt Shad to site
is r%p-r%,-4M%CZ D Ls WTM.;.��M
Y-.s
NQ✓
(Ity�. dla must be waved ar plMed)
r
C400MMS
Trs Said 4W WSQAisQiY LS V'AL.a EQRT4veZV21(ONT:S F3CMTj.S. DASs SdCW V 3�e�Q� �' •C."!►(�dL'CICN
' FdS YOT ec--�' i Z'r.J WTy��(TtiV�,:P' • - 21?4'eN aa� GCyET►2G.la" aQN C�QS.3E ��{ZL.s-n !� . „
V C': =3 ; t� ( r...L taw ar char4cs to d•` s�••� eeld ctry site cv=dpd=
E

JAN— --y / 'I'hU J I M AM
1-01-1997 10:1$Ah1
4
YKUWN'S Ur GAKULINA
FRO
. ...1 .
FAX NO. 91VU4184
THXS LITTW IS TO SERVS AS WRITTEN3 P>r12MISSION TO MIiLY
YEREEN TO CONSTRUCT A SWINE OFERATION 100 FEET rROM MY
PROPERTY LINE. I UNDERSTAND THE LOCATION OF THE 4-1600 HEAD
WEAN TO FEEDER BUILDINGS AND THE LAGOON.
LANDOWNER
!' •,0TEA,V4 r,,.0A)4 e Aq)OSA
'iARY
Slate -AID-LA N i"o 11' !k
1, fill 946P9 LA_rKer Notm Pabiio,
do here5f cetttf� that,��u-tC_ a � tarh(�3. _
Dersamak/ awmrod balato me this day cad aelmowledpd
1119 duc eYac.�:trn of tha totoaofnp feshamaM. Witness
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SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FAR.�ER'S NA1dE _F G, � _' I - DISTitICT
DATE -- COUNTY
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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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the: animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 50.65 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.29 . This temporary
storage less 25 yr and heavy rain contains 140040 cubic feet or
1047496 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "Jug" holes develop.
S. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

4. Recommendations for inspection and
maintenance of embankment and other
structures.
5. Recommendations for inspection and
maintenance of vegetation.
6. Information on sampling and testing of
effluent.
7. After five years the waste treatment lagoon
shall be checked for sludge accumulation
annually. If sludge has encroached into the
treatment volume, the sludge will be
removed and applied at agronomic rates
based on analysis of the sludge. Treatment
volume must have a minimum of 4 feet of
depth free of sludge at all times.
8. Others, as appropriate.
Temporary Adjustments
The O&M procedure may be modified to allow
an optional, temporary, adjustment in the lagoon
operating procedure. This adjustment in
operating procedure allows the operator to pump
into the top 8 inches of the treatment volume
during the period of June 15 through October 31
to provide:
Irrigation water during drought periods
to establish or maintain vegetation in
waste application areas.
Additional temporary storage for
excessive rainfall during the hurricane
season and the following winter months.
The following restrictions shall apply:
1. Lagoon levels may be lowered a maximum
of eight inches below the facility's stop
pump mark during the period of June 15
through October 31.
2. This option shall be limited to lagoons
having a minimum of four feet of liquid
above the sludge layer. The measurement
359-15
shall be taken from the stop pump level, at
the pump intake, prior to pumping below the
stop pump level.
3. All applications must be in conformance
with the CAWMP developed for the
operation, including adherence to the
planned nutrient application' rates.
4. From November 1 through June 14 pumping
from the lagoon will not be permitted when
the lagoon level is at or below the stop
pump elevation.
5. The following information concerning the
pump down condition shall be recorded and
maintained on site:
• Date the lagoon was first pumped
below the stop pump level.
Depth of liquid between the stop
pump level and the sludge layer
prior to pumping below the stop
pump mark. Measured from the
stop pump level near the pump
intake location but off the inside
slope of the embankment.
• Date pump down was completed.
• Depth of pump down below the stop
pump level. Measured weekly until
the lagoon returns to the stop pump
level.
NRCS, NC
SEPTEMBER 2006
Rev. 5

_r . BRU NSWICK COUNTY
SWINE WASTE APPLICATION RECORD BOOK
Division of Water Quality (DWQ)
Regional Office - Wilmington
[phone]
Emergency (after hours)
1-800-662-7956
Emergency Management Services (EMS)
[phone]
Health Department
[phone]
Sheriff Department
(910)2 5 3-2 777
N RCS (SCS)
[phone]
Cooperative Extension Service
[phone]
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- D- L--kage S om flush vis`.e-s, houses, solid separators-actica include:
a. Stop recyc!e pump.
_ b. Stop irrigation pump.
C. Make" slue no siphon orders. _
• d. Stop all flows in the house, St % systems, or solid separators.
e. Repair all leaks prior co restarting pumps. -
E. Le_ki-e u at base or sdewall of lagoon. Oren this is seepage as opposed to Sowing
I -possible action:
a- Dig a small wetl or dirch to catch a1l seepage, put in a subme.-sible pump, and pump
back to lagoon,
: b. If holes are caused by burrowing animals, trap or remove animals and M holes and
.'' compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon '
as possible.
2. Assess the -extent of the spin and note any obvious damages.
a: Did the waste'rdach any surace waters?
b. Approadmztely how meth was released and for what duration?
c- Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the proper?
e. Does the spill have the potential to reset sturace waters?
' £ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wer?s in danger (either on or off of the property)? '
h. Flow much reached surface waters?
3. Contact. appropriate agencies.
L During normal business hours, call your DWQ (Division of Water Quality) regional office;"*
• PhoneA 6 305 NO0_ After hours, emergency number. 9/ 9 3-9 Your phone czU
should include: your Warne, facMty, telephone number, the details of the Incident from itch
2 above, the exlct location of the fae3ity, the location or direction of movement of the sp%
weather and wind conditions. The corrective measures that have ba= 1atlet td.= and the
seziousness of the siam=orL
b. XspM leaves property or eaters surface waters, call local FYi IS Phone number 911.
C. I=ct M- vfS to contact local Health Depactrrteat,
d. Contret CES, phone number /4 3 ,�k3e _.
qa� - local SWCD office phone atnaber
.?,f-e6 _ arid lo�l N'RCS ofn -- for advice/technkd assistance phone number
4. If none of the above woek; call 911 or the Sheriffs Department and explain yourproblem to
them and ask that person to contach, the proper agencies Ebr you.
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3. Cad the wx�'actor ofycur choice to be3aa repair ofproblent tonuaiavze off -site
49coutra.ors //�C:Nsate:
b. Cantza,ctors Address-
C. Cantra�c�orS P�IOaG; ..••
6. Contact the t=haical • r .-
sPe�a,� who M-ed the Iagaba (NRC5, Consuiting E.,:&ear,
IL Nasna: ��''Jf►'j Y1WrV.A1 • i�
b. Phone: d I boo /o 0 76 3
7. iapie:aeat procedures as advised by D WQ and technical ass t== agencies to rec$y the
the waste maaagemeat piaa to k_- p proble= v ;

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OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially important to
manage levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop
is dormant such as wintertime for bermudagrass or when there are extended rainy spells such as
the thunderstorm season in the summertime. This means that at the first signs of plant growth in
the later winter/early spring, irrigation according to a farm waste management plan should be
done whenever the land is dry enough to receive lagoon liquid. This will make storage space
available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be
pumped down to the low marker to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the. lagoon has reached its maximum storage capacity before starting to irrigate does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon
for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
LAGOON MAINTENANCE
The routine maintenance of a lagoon involves the following:
✓ Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the
most common vegetative covers. The vegetation should be fertilized each year, if needed,
to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils
test, but in the event that it is not practical to obtain a sons test each year, the lagoon
embankment and surrounding areas should be fertilized with 800 pounds per acre of
10-10-10, or equivalent.
✓ Brush and trees on the embankment must be controlled. This may be done by mowing,
spraying, grazing, chopping, or a combination of these practices. This should be done at
least once a year and possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.

Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
✓ Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --- look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
✓ Lagoon surface--- look for:
1. undesirable vegetative growth
2. floating or lodged debris
✓ Embankment --- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability--- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack ofvegetation or as a result ofwave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong winds.
These waves can erode the lagoon side walls, thereby weakening the lagoon dam. A good stand 14,11)
of vegetation will reduce the potential damage caused by wave action. If wave action causes
serious damage to a lagoon side wall, baffles in the lagoon may be used to reduce the wave
impacts.
Any of these features could lead to erosion and weakening of the dam If your lagoon has any of
these features, you should call an appropriate expert -familiar with design and construction of
waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge.
However, a permanent solution should be reviewed by the technical expert. Any digging into a
lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences
and should not be conducted unless recommended by an appropriate technical expert.
Transfer Pumps --- check for proper operation of.
1 . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise,
or a large amount of vibration, may indicate that the pump is in need or repair or replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some safety 144)
time should major repairs be required. Having a nearly full lagoon is not the time to think about

switching, repairing, or borrowing pumps. Probably, if your lagoon is fat your neighbor's lagoon
is full also. You should consider maintaining an inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage waters
(such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff away
from your lagoon and other waste treatment or storage structures. The only water
that should be coming into your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly. You should
inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system during or
immediately following a heavy ram. If technical assistance is needed to determine proper
solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then record the
level again 4 to 6 hours after the ram (assumes there is no pumping). This will give you an idea of
how much your lagoon level will rise with a certain rainfall amount (you must also be recording
, your rainfall for this to work). Knowing this should help in planning irrigation applications and
storage. If your lagoon rises excessively, you may have an inflow problem from a surface water
diversion or there may be seepage into the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil surfaces
to avoid erosion.
2. FM new lagoon design treatment volume at least half &H of water before waste
loading begins, taking care not to erode lining or -bank slopes.
Drainpipes into the lagoon should have it flexible pipe extender on the end of the
pipe to discharge near the bottom ofthe lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
W

5. It is recommended that a new lagoon be seeded with sludge from a healthy 11911)
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0.Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will
function. Flush systems that wash waste into the lagoon several times daily are optimum for
treatment. Pit recharge systems, in which one or more buildings are drained and recharged each
day, also work well.
Practice water conservation--- minimize building water usage and spillage from
leaking waterers, broken pipes and wash down through proper maintenance and
water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon
Management:
✓ Maintain lagoon liquid level between the permanent storage level and the full temporary
storage level.
✓ Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever (Figure 2-1).
✓ Start irrigating at the earliest possible date in the spring based on nutrient requirements
and soil moisture so that temporary storage will be maximized for the summer
thunderstorm season. Similarly, irrigate in the late summer/early fall, to provide maximum
lagoon storage for the winter.
✓ The lagoon liquid level should never be closer than I foot to the lowest point of the dam
or embankment.

✓ Do not pump the lagoon liquid level lower that the permanent storage level unless you are
removing sludge.
✓ Locate float pump intakes approximately 18 inches underneath the liquid surface and as
far away from the drainpipe inlets as possIle.
✓ Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed,
plastic syringes, or other foreign materials into the lagoon.
✓ Frequently remove solids from catch basins at end of confinement houses or wherever they
are installed.
✓ Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow
trees or large bushes to grow on lagoon dam or embankment.
✓ Remove sludge from the lagoon either when the sludge storage capacity is full or before it
Os 50 percent of the permanent storage volume.
✓ If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an
appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• I -lire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through
large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate.

Dewater the upper art of lagoon b irrigation onto nearby cropland or forage land; mix
• pP P g Y� ll� � Y p g
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forage land; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with drag line or sludge barge; berm an area beside lagoon to
receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul
and�read with manure spreader onto cropland or forage land; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste constituents just
as you would your lagoon water. The sludge will contain different nutrient and metal values from
the liquid. The application of the sludge to fields will be limited by these nutrients as well as any
previous waste applications to that field and crop requirement.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If
you see soil material or the synthetic Teter material being disturbed, you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
liquid. Because of this it should probably be applied to land with low phosphorus and metal j
levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if
the sludge is applied to fields with very high soil -test phosphorus, it should be applied only at
rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon
sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site. Extra
precaution should be used to observe the wind direction and other conditions which could
increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of
failures include leakage through the bottom or sides, overtopping, and breach of the dam.
Assuming proper design and construction, the owner has the responsibility for ensuring structure
safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure--- an example is the placement of a pipe in
the dam without proper design and construction. (Consult an expert in lagoon
design before placing any pipes in dams.)
Lagoon liquid levels--- high levels are a safety risk.

Failure to inspect and maintain the dam
Excess surface water flowing into the lagoon.
Liner integrity --- protect from inlet pipe scouring, damage during- sludge
removal, or rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam Once this damage starts, it can quickly cause a large discharge of
wastewater and possible dam failure.

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: AWS100037
2. Facility Name: C Bay Nursery
3. Permittee's Name (same as on the Waste Management Plan): C Bay Nursery LLC
4. Permittee's Mailing Address: 1122 Oberlin Rd
City: Raleigh State: NC
Telephone Number: 910-866-4395 Ext. E-mail: donna a]mcgfarms.com
5. Facility's Physical Address: 2347 Exum Rd Nw
City: Ash State: NC
6. County where Facility is located: Brunswick
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Leslie L. Stutts
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Tunes:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Murphy -Brown LLC
Phone No.: 910-253-7070
Allowable Count
6,400
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Zip: 27605
Zip: 28420
OIC #: 20897
Other Types
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)
1
Lagoon
11/16/1996
Full, clay
487,593.00
70,500.00
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 by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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 corporation):
Name (Print):
Signature:
Name (Print):
Signature: _
Name (Print):
Signature: _
Title: L�_orVQ—r
Date:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636