100037_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all lnfornmtion and make any necessary eorrec6ans below.
A,pplicadon must be signed and dated by the Permittee.
1. Farm Number: 10 37 Certificate Of Coverage Number. AWS 100037
2. Facility Name: C Bay Nursery
3. Landownees Name(same as on the Waste Management Plan): C Bay Nursery LLC
4. Landownces Mailing Address: 1122 Oberlin Rd
City: Raleigh State: NC Zip: 27605
Telephone Number. 910-866-4395 Ext. E-mail:
5. Facility's Physical Address: 2347 Exum Rd Nw
City: A& State: 1C Zip:
6. County where Facility is located: Brunswick
7. Farm Manager's Name(if different from Landowner):
a. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Mumhv-Brown LLC
10. Operator Name(OIC): Brandon Lee Jones Phone No.: 910-366-9420 OIC#: 1003695
11. Lessee's Name(if there is not a Lessee,write"None"):
U. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6,400
Qneratlon Los:
Swine Cattle Dry Poultry Othe_ r Tvoes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy lieifer 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 Fader
Boar/Stud Beef Broad Cow W&I Poultry
Gilts Other Non Laying Pullet
Other Layer

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
t 11/16/1996 Clay 487.593 167,326 29.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical soecialist,containing.
a. The method by which waste is applied to the disposal fields(e.g.irrigation,infection,etc.) .
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application Geld
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
E The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in die 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
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortplity Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can seas and email one signed copy of the
application and all the CAWMP Items above to: 2019PermitRenewalCaa`nedear gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25.000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: D. ML ��fW /'le: 0 whtSignature: ate: T
Name: Title:
•'Signature. Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 0212019

version•-Novembu 26,2016
Mortality Management ement Methods
Indicate which method(s)wil be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
Qdeath. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
0 0 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
138.0200.
QRendering at a rendering plant licensed under G.S.106-168.7.
Complete Incineration according to 02 NCAC 52C.0102,
a A composting system approved and permitted by the NC Department of Agriculture 8 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 only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture 8 Consumer Services(G.S. 106-549.70).
Q a Any method which.in the professional opinion,of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
ElMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDABCS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency.the State Veterinarian may enact
additi Tor a or m asures for disposal according to G.S.106.399.4.
,r
Signature arm 0 anager Date
f' tgaaU f Tech al Specialist Date
1

Nutrient Management Plan For Animal Waste Utilization
03-21-2017
This plan has been prepared for: This plan has been developed by:
C Bay Nursery(10-37) Ronnie G. Kennedy Jr.
C Bay Nursery, LLC Agriment Services, Inc.
1122 Oberlin Road PO Box 1096
Raleigh, NC 27605 Beulaville, NC 28518
[phone] 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.
/Vcv Ltl
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.
S5 Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2203
Incorporated 2644
Injected 2644
Irrigated 2203
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN (lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 2,203 4301 -2,098 2,3851,993 -1,163,593
-- - - - - -- - --- -- - ---------------------
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

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 avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
3075 1 3.61 3.61 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 2 2.91 2.91 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 3 4.49 4.49 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3075 4 5.79 5.79 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 16.80 16.80
Ll 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.
soluble nutrient leaching below the root
<=10
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 1
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
itrogen Comm Res. Manure Liquid Solid Liquid Solid
PA V. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. AppGc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3075 1 S5 Lynchburg 3.61 3.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.14 0.00
3075 1 S5 Lynchburg 3.61 3.61 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 114.29 0.00 412.57 0.00
3075 2 S5 Lynchburg 2.91 2.91 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 80.72 0.00
3075 2 S5 Lynchburg 2.9I 2.91 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 114.29 0.00 332.57 0.00
3075 3 S5 Lynchburg 4.49 4.49 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 124.55 0.00
3075 3 S5 Lynchburg 4.49 4.49 Hybrid Bermudagrass Pasture 5.5 Tons 3/I-9/30 *206 0 0 Irrig. 206 114.29 0.00 513.14 0.00
3075 4 S5 Lynchburg 5.79 5.79 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 160.61 0.00
3075 4 S5 Lynchburg 5.79 5.79 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 114.29 0.00 661.71 0.00
Total Applied,1000 gallons 2,385.99
Total Produced,1000 gallons 1,222.40 --
Balance, 1000 gallons -1,163.59,": ';._'•
Total Applied,tons 0.00
Total Produced,tons ' ' 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol* means user entered data.
34QF'^'7 Database Version 4.1 Date Printed: 3/21/20 WUT Page f 1

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 Lynchburg 0.50 1.0
340097 Database Version 4.1 Date Printed 3/21/2017 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

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

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available )Vaste t ra e Capacity
Source Name 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
1 3 166
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
l 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 Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
--------------- -------- --- - - - --- -- - - ---- --- -------- - -------------------------------
340097 Database Version 4.1 Date Printed: 3/21/2017 Specification Page 1

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

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If ani
mal production at the facility is to be suspended or terminated, the
p Y P
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. 1 to Mar. 31. Cover sprigs 1"to 3"
a 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 1001b/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.
--------------- - --- ---- ------ ----- - - -_. ---- --- g 340097 Database Version 4.1 Date Printed: 03-21-2017 CropNote Page 1 of 1

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Vereen 15.03 Acres - Spray Easement Tract 2
J
�f
January 28, 2017 1:18,357
0 0.15 0.3 0.6 mi
Roads — NC Hwy Parcels
Interstate — State Road Cando 0 0.175 0.35 0.7 km
Minor --- US Hwy Parcel
.wick County GIS

Revised Addendum
To
Nutrient Management Plan
Facility Number: 10-37
Facility Name: C Ba Nursery Farm
Facility Owner: C Bay Nursery, LLC
Facility Type: 6,400 Wean to Feeder
Current NMP Date: 312112017
Addendum Date: 112412019
Tract Field Soil Type Use. Crop Applic. N
Acres Period Applied
3075 7 Lynchburg 24.5 Bermuda Pasture 311 — 9130 206
3075 7 Lynchburg 4ynchburg 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 of AerWay 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

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
Mamie Caison, Technical Specialist Date

RN
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.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 Date

2/23/2017
Carolina Bay
-- -- Acreage Calculations
Width Length Lane _Lane Acres_ Start End Start End Stop End_ Stop End Section Total
Pull # Section S acin Spacing% (midsection) Table ac. Table ac. Pull Acres Pull Acres
1 270 548 207 77% 3.00 EE75 (B) 0.61 EE75 (C) 0.00 3.61 3.61
2 270 494 207 77% 2.35 E175 (B) 0.56 E175 (C) 0.00 2.91 2.91
3 270 828 207 77% 3.93 E175 (B) 0.56 E175 (C) 0.00 4.49 4.49
4 270 946 207 77% 5.18 EE75 (B) 0.61 EE75 (C) 0.00 5.79 5.79
12 270 756 270 100% 4.22 E90+ (B) 0.53 E90+ (C) 0.00 4.75 4.75
13 270 1100 270 100% 6.14 E90+ (B) 0.53 E90+ (C) 0.00 6.67 6.67
14 270 820 240 89% 4.80 EE90 (B) 0.64 EE90 (C) 0.00 5.44 5.44
15 270 831 240 89% 4.58 E190 (B) 0.63 E190 (C) 0.00 5.21 5.21
a 135 205 120 89%_ 0.60 EE90 (B)/2 0.32 EE90 (C) 0.00 0.92 _ 3.89
16 b --- -270 398 240 89% 2.33 EE90 (B) 0.64 EE90 (C) 0.00 2.97
17 270 842 240 89% 4.64 E190 (B) 0.63 E190 (C) 0.00 5.27 5.27
18 270 862 240 89% 4.75 E190 (B) 0.63 E190 (C) 0.00 5.38 5.38
19 270 876 240 89% 4.83 E190 (B) 0.63 E190 (C) 0.00 5.46 5.46
20 270 597 240 89% 3.29 E190 (B) 0.63 E190 (C) 0.00 3.92 3.92
21 270 924 240 89% 5.09 E190 (B) 0.63 E190 (C) 0.00 5.72 5.72
22 270 332 240 89% 1.83 E190 (B) 0.63 E190 (C) 0.00 2.46 2.46
23 270 1035 240 89% 5.70 E190 (B) 0.63 E190 (C) 0.00 6.33 6.33
24 270 86 240 89% 0.47 E190 (B) 0.63 E190 (C) 0.00 1.10 1.10
25 270 1016 240 89% 5.60 E190 (B) 0.63 E190 (C) 0.00 6.23 6.23
26 270 975 240 89% 5.37 E190 (B) 0.63 E190 (C) 0.00 6.00 6.00
27 135 876 120 89% 2.56 EE90 (B)/2 0.32 EE90 (C) 0.00 2.88 2.88
a 135 390 116 86% 1.12 EE85 (B)/2 0.32 EE85 (C) 0.00 1.44 6.16
28 b 270 710 232 86% 4.09 EE85 (B) 0.63 EE85 (C) 0.00 4.72
29 270 1100 232 86% 6.34 EE85 (B) 0.63 EE85 (C) 0.00 6.97 6.97
106.64
Page 1

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VEREEN NURSERIES'...:GROWER #332
4 - 1600 WEAN;T-P.fEEDER .
STATE ROAD #1340-BRUNSWICK COUNTY
-. � vE\QV�,J �(IksE2irs
b V \a I is S �/ CpgOLINA �'Y F�
1� Iw
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1111
4. un 6
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.
MAILLING ADDRESS: SHIPPING ADDRESS:
PEARLY VEREEN PEARLY VEREEN
STATE ROAD #1340
. ASH, N. C. 28420
EXUM GROC. (910) 287-5250
CAROLINA BAY (910) 287-5474
BROWN'S OF CAROLINA,INC.
303 EAST COLLEGE STREET - P.O.BOX 487 - WARSAW,N C.28398.0487 - OFFICE: [phone] - FAX:[phone]

r ,
Anti--11 Waste Management Plan Cer*T(cation
• (Pie=% .ype or print all informadom that does not mquL .signature)
jE.x1sdng.* '-or New or E. added'~( lease circle one) •t •• ` ' • • ' ' '•
• fle:jeraIInformation:
Name of Farm. 1�E � �ViQd21 --Facility No:.____
•. Owner(s) Name: Phone No: 9/a .Z 7 szSo
• Mailing Address:, ��IJG 01/3
• Farm Locadon: County Farm is located in:
Latitude and Longiv de: 3 ° 0 7' 35" / ,I�o�s
Please attach a copy of a county road map with location identified and descn'be below (Be specific: road
names,directions, milepost:, etc.): FCVM ,� _ A✓--L MIM _
,Qperation Descriodon:
Type of Swine No.o nimals Type of Poultry No.of Animals T*pe of Cattle No.of Animals
Wean to Feeder O O Layer .Q Dairy
• C1 Feeder to Finish a Pullets 0$e=f
0 Farrow to wean
• 0 Farrow to Fe_!e.
:1 Farrow to Finish Other Type of Livesrocic• Number of Animals
• , - ..» errs•.. ••;•,• .•.. •. ,,, •..t..j,.. ;, •: .•.
.w •r••� :�•1{•��,� �./•.�;wit f.. iT•••�i:•�..i�• �• • ,d'••• t•»'•�•••. • • .. •
Eatldlcg OFsra:'o� Only c+r.� �•iNM�fly »��/•�. Nw. : .•';t w«•;r•'I:».: :,•:tree _. . • '
•• ••'•.. •q ,,tyre•7,.r�.,:�{M;1w�•�,�tw.�A L•.r:«�'••• .L ••�,•..,1 • 4w• • • , • ;•.�,.t•,•'•,•�
Additional Design Capaclo-- '
:Previous Desi�r•Capaciry:•�•>..... ,., . r • • •�' •_ . :-•-
y .j :7`i�•�w.• «:., • ,j•:••fir• NZ. •s «.:�• *:j• »t. • K....�.J. . 'e• . i•. •... �j.• ••i•
:�'ocal�lDest, Caaacct}r•• •• .. .,, _. . •� . • . . ,
Acreage Available for Application: 5D Required Acreage:_ 13•0
PP .
N'unber of aaoo Storage Ponds := Total Capacity: SL?3 Cubic Feet(h3)
Nurriber o4z;>
Are subsurace drains present on the farm: YES or iV•O (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPR.-,Y FIELD (please circle one)
Owner/1�Ianager Agreement
I(we)verify that 4 the above into ma is correct and wtil be updat-�3 upon changing. I(we)understand the operation and
maintenance rracedures established in the approved aaim11 waste management plan for the fast aarned above and will
i,rrlez ent these procedures. I (we) lmcw Chas any expansion to the existing design capac:.y of the waste tr auceat and
storage system or coestruction of new facilities will requi:: a new c:rrification to be submitted to the Divisioc of
Environmental Management before the new anirm3Is at-.stocked. I(we)understand that.the."taust be no discharge of ani.ai
waste from the stoma:or application system to surface waters of the state eitbw - unve;�ance or
Foci a stor=event less severe than the?s-year.24-hour s:otm and there taus:trot be run-oft Sam the apolicauoa of=.zsN1
wss;e. I(we) understand that run-off of pollutants froth lounging and heavy use areas must be aniaimiz=d using te:hair..l
s=drrds developed by the Natural Resources Conservation service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I(we)know that any modification must be approved by a technical
sae:ialist and submitted to the Soil and Water Conservation District prior to inzplemeamcica. A ch=ge in land ownership
requires written notification to DEM. a new czaificado ,(if the approved plait is changed)within,60 days of a nt#e transfer.
: PA
Name of Lan Nv ner L
Signature:
Date: I,)-
Name of Mana,er(if different from owner): .
Signature:
Date: —
AWC — January 1,1997 I

Tpe-finical Specialist CertifirsAtion
• �. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pucsuaac to lSA
NCAC 6F .000S, t certify that the animal waste management system for the farm ttasaed above has an animal waste
• • . management plan that meets or exceeds standards and specifications of the Division of Environmental Management(Dewt)
as specified is ISA NCAC 2H.0217 and the USDA-Natural Resources Conservation Service (LNRCS) aadlor the Viol
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and ISA NCAC 6F.000I•.0005.The
_ following elements are included in the plan as applicable. Wbile each category designates a U=hnical specialist who may
sign each certificadoa(SD,SI.WLP,RC,n,the technical specialist should only moc" parrs for which they are technically
• competent.
H. C'ertip cati o n of Design e � SSI q��o
A) Coll ection to rage,Treatment Sy-stern a SEAL
Check the appropriate box o
16415 'It
h
Q Existing facility without retrofit (SD or ViW)' dt O
I N .L,
Storage volume is adequate for operation capacity; storage capability consistent with° i0aQ °
requirements. ,�ote�l9N�„��es
• 'ew e. 2 de 'ed a ' v (SD)
mal waste storage and treatment structures,such as but not limited to collection systems, lagooas and goads,
• have beea designed to meet or exceed the minimum standards and spedficadoas.
.Name of Techhical Specialist (Please Print): R• 052cw= S4,t4-:60q.
Affiliation: .:../�.it -S�„-r;�,c �.�.�•
Address(Aeency):-5 03 Phone No.:_?10•-.S"�a-•2�'o 3
Signature: • Date: /Z-/7 n
$)L2nd ARotic3tion bite (WOP) '
• The pia.R provides for minimum separations (buffers);adequate amount of Iaad for waste udlizadoa;chosen crop is
suitable for waste manage.meat;hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): �
AM l atio n: ' - emu'' i b ' � h.a
Address e 2,YY_'qjhone No.:LIW-: If 61
Sign i,�y��y ��-•' D2Ce' "
C) Run t 1 to ' r tots
Chdc.r tree appropriate box
Facility m ithout exterior tots (SD or NVUP or RC)
This facility dots not contain any exterior lots.
C2 Facility-with exterior lots (RC)
?Ylethods to minimize the run off of pollutants from lounging and heavy use areas have beta designed in
• accorddace with technical standards developed by NRCS. '
• Name of Technical Specialist (Please Print):_ A4•IC of l�U c V%-g
Affiliation:
Address(A6nc Phone No.:
Signature: w' •����`�r Date: '•� `{ '��T—
AWC — January ,1997

V). &R211 atfon and HandL no Fqui ment
Chem the appropriate box
• /.0W '
or exoan-d nct fac1UCv with existing w oviication et{•u' or n -
Animal waste application equipment specified in the play has been either field calibrated or evaluated
accordance with existing design charts and tables and is able to apply waste as access is
PP Y accessary to accommodate the
waste manage meat plan: (exisdag application equipment can cover the area required by the plan a rates not to
exceed either the specified hydraulic or nutrient Ioading rates, a schedule for timing of applicadcas has been
established; required buffers can be maintained and calibration and adjustment guidance are coamined as part of
the plan).
Q • •e_w�ex_nznded. o ex�nz fat' 'ty without existing waste aA, 'cation equi mR ent forte av
irriaatt. (I)
Animal waste application equipment specified is the plan has been designed to apply waste as nec:ssary to
accommodate the waste management plan; (proposed application,equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or autrient loading races; a schedule for timing of
applicztioas has been established; required buffers can be mainc:ined; calibration. and adjustment guidanc: are
contained as past of the plan).
g ew, expInded. or L-Xistimc-placility withgut existing waste a 'cat' eau' e. t f a d
W.
spreading not using sp-m i,Ljg3C� (WUP or I)
Animal waste application equipment specified in the plan has beta selected to apply waste as aecessar/ to
accommodate the waste management plan; (proposed apolicatioa equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading races; a schedu!: for dining of
applications has been established; required buffers caa be maintained;calibration and adjustment guidance are
conuned as par.of the plan).
Name of Technical Specialist (Please Print): AA G1 c t"I
Affiliadon: �.�.
Addres �n ): Phone No.:
Sionamte-;.. Date:_ =t• 2-q cj�
E)Qdor Control.Insecr-Control. 'Mortality_N- anaQement and Emergencv_Action Plan W.
• X W 'P,-RQ or n
Tne waste management plan for this facility includes a Waste Maaageaseat Odor Control Checklist.as Insert Coatrol
Checklist. a Mortalicy ?►ianagemeac Checklist and an Emerge insects
ncy Acdoa Ptah. Sources of both odors and insec
have been evaluated with respect to this site and Best Maeagemeat Practices to Minimize Odors and Best
.1tana;e,went Practices to Control Insets have beea se!ecced and included in the waste mias;ea::ac pima. Both the
xIcrt;dicy titanage:nent Plan and the Emergency Action Plan b*:eomplem and can be impleT:nced by this rac1cy.
Nave of Technical Specialist (Please Print): r,
Affiliation: �i�-v�.�•--
Address Aa
( )• Phone Yo.:
S ianaturtr:_ Date: 12 -�7
Written .tice of New z •
� e o t• x, and t n S�st n e Farm
The following signature block 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 expanded
—
I(wc)c:-cif/that I(we)have attempted to contact by certified mail all 4oining prope:%y owners and all property owners
who own grope.-:y locateda�oss a public toad.stre:t,or highway from this new or expanding swine farm. The aodce was in
compliance with the requiremeaes of NCGS I06-805. A copy of die aetie:and a list of the pmpem owners nodded is
=ched-
Name of Land Owner : PC-AtLv VaFaJ
Signature: Date:
Name of Man �er(if different from owner):
Signature _ Date:
AWC -- January 1,1997 3

I. I. Certification of Installation ,,,, ' ••hti,�
A) ect' t • gg a I t lat' • . ��� ���7'�''•
�otl ton.. ors_ .'I're �•tnent ns aI ion � SSIQ '9 •�
Ne__ expanded or retrofitted facility (SI) ! Q�
Animal waste storage and.treatment structures,such as but not limited to lagoons and ponds,b e b insUftQ
accordance with the approved plan to meet or exceed the minimum standards and specificatio 16415
For ez*ting facilities without retrofits,no certz;(cation is necessary. G',p� ,..• �N
o, DORY S
Name of Technical Specialist (Please Print):
. Affiliation: -S'l-da-: C-- "A Ste-,,; .
Address(Agency) 3`03 Cl.�.a� S¢. Cl.�.,i'0,., 14e- Z9328 Phone No.: Ab ST 0
Si*tamre: o Date: ¢/aS/9 7
B) Land Appli'catfon Ste CWUP) '
Check the appropriate box .
The cropping system is in place on all Iand as specified in the animal waste management plan.
C1 Conditional Approval: all required land as specified in the plan is cleared for planting: the trapping system
as specified in the waste utWzadoa plan has not been established and the owner has committed to estiblistr the
• vegetation as specified in the plan by (tmoatb/day/year);the proposed cover crop is appropriate
for compliance with the was:eudlindoa plan.
0 Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleaa:d land within 30 days
of this certification,the owner has committed to establish an interim crop for erosion control;
- Name of Technical Specialist (Please Print): l
Affiliation:
Address(Ageac : Phone No.:
Signature: ' y Date: —z-
�i'' 'Q a ' ' ' '
This foIIo inn sin at r block is only to be used when the box for conditional approval in III. B
above has been checked.
I(we)certify that I(we)have committed to establish the cropping system as specified is lay(our)waste utilization plan,and
if appropriate to establish the interim crop for erosion control.and will submit to DEV a verifcation of completion from a
Te:k nical Specialist within iS calendar days following the date specified in the conditional c:rdficadoa. I(we)realize-that
fmlmm to submit this verification is a violation of the waste managemeat plan and will subject me(us)to an eaforcemeat
action from DEM.
Name of Land Owner :
Signature: Date:
Name of Manager(if different from owner):
Signature: Date: .
AWC — January 1.1997 4

C� Runoff Controls from Exterior LQU (RC)
Facility with eaten 'fit • .
Methods to trnnitrtitc the run off of poUutants from lounging and heavy use areas have beesz installed as specified
is the plan. ,
For facilrti'es witlrout exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agcncy): Phone No.:
Signature: Dat-.:
D) Anulication and Handlin;Equipment Installation (WUP or
Check th ,prapr=e block '
AlLn af'kw ste application and handling equipment spe:iFed is the plan is on site and ready for use;calibration
and adjustment muerials have beta provided to the owners and are contained as part of the plan.
Q Animal waste application and handling equipment specified in the plan has not been inswled but the owner
has proposed leasing or third party application and has provided a signed contact;equipment specified in the
contract agrees with the requirements of the plaa; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Q C ma
Conditional approval: Anil waste application and handling equipment specified in the plan h asbeen
purchased and will be an site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): 6 ' '
Affiliation: rtI
Addres710a2
hone No.:
Signatu � �-� Date:=f- Z4-- i7
The foIIature`bIock is only to be used when the box for conditional approval is III D
above has been checked. '
I (we) certify that t (we) :cave connitted to purchase the animal waste aooticat:on and handling equipment as
specified in my (our) waste management plan and will submit to DEM a *arifcation of delivery and instal'atioa
frorn a Techr.:cal Soe"alist within U calendar days following the date specified in the conditional certification.. I
(we)realize that failure to submit this verification is a violation of the waste maaaaerneac plan and will subject me
(us)to an enforcement action from DEK
Name of Land Owner : '
Signature: Date:`.. _
Name of N-lanager(if durerent from owner):
Signature: Date:
E)Qdor Control, Insect Conte l and TM�fortaiitw�?anaaement (SD. ST IN'LTP. RC or
Methods to control odors and insects as specified in the Plan have bean installed and are operational. The
mortality management system as specified is the PIan has also been installed d is operational.
Name of Technical Specialist lease Print): / =
P (P )
__(pw\ Affiliation:_ � —
Addr;ss(Agen;cy) Phone No.:
Signa : : la�'•,•�-� Date: -2 - 7
A WC ,I997

Please return the complet, .form to the•Division of Water QuaHa,. at the follolving a 'ddress:
• • • • Department of Environment,Health,and Natural Resources '
Division Of Water Quality '
Water Quality Section,Compliance Group
• P.O.Box 29533
• . Raleigh,NC 27626-053S
Please also remember-to submit a copy of this form along with the complete•
Management Pian to the Iocal Soil and Water Conservation District Office ad to kee
p Ia al Waste
your files with your Animal Waste 1rlanagement Plan. P copy in ,
AWC - January I,1997 6• •.

�d-
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/SIDEl 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 Available = 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 / 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 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

Must be > or = -co 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:
DATE: DATE:

CAR01 00o
s SEAL _
e
16415� O
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7. DESIGNED BY: APPROVED BY:
fl Sao
DATE: DATE. ���OR�e���°°°®
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
w w w w w w w w w w w w www w w w w w w w w w w w w w w-----------------------------
FOUNDATION PREPARATION:
w www w w w w w w w w w w w w w w w w w-w
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:
-w w w w w w w w w w w w w w w w w w w w wwww w w w w w w w w 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 a4 sod, roots, frozen soil, stones over
in
ches nches 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
ew 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. Backfilling
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 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.

U. .2. wcC m, G OT h�j. i L1 i L.ii'C ..
Soil Conservation Service September ISEG
..• File Code: 210
• HA URD CLASSIFICATION DATA VEE1 FOR .i,Agoorls
11cwner A2�xa : �• "` _' " Cacsnty ,+�)i�Sl�fClG
•
Ce ,4uni:y or C-Mup:,Ha.• Conseratinorr'Plan Na. . . . .
Estimated Oep t+`t a-" Water to Top. of Dzm -� Ft.' Lencg:h eL M ccd Pool 3 y 4 -Ft. .
Oat- of m:Field Ha d Investigatiori /l—ISU -6 ••
Evaluation by reach of ft oed plain downstream to the point or estimated minor effect..
frcrt sudden dam failure. .
: . • .. • Est. El ev. t. Elevation
: : : : .. ICi nd of :Improvements: of Breach
Reach: Length:�Width: SZape: Land.Use ; Improvements : Above :Floodwater Above
• : Flood Plain:-' Food Plain
Ft.- Ft. : p Ft. Ft.
ti
•
---------Describe potential for loss of life and damage to existing or probable future dcwnstream
improvements from a sudden breach
ZM
Hazard Cl ass i-"i crtien of Oam a ; b, c) (see N�-part 5ZO.Z)
Dam Cl ass ifi ca , n (1, 111 ilia IV, V)
Date 70
e t t=t e
Concurred By -�° lam.C`, Date 1-L lS/9G
name ti It e) .
NOTE: 1. Instructions on reverse side.
Z. A+rtach addi wicnal sheets as needed.

TYPICAL X-SEC-I-ION
TOM ELEV. 50.001
un�5wrc ctJNra
NAIL
SEE NOTE 3
sc� To Pv '
SEE NOTE. 2
�1
64
EXC
v .
FILL - PAD 21`fv CY
Dli(E moo/ Cy CORE TRENCH
SEE-.SOIL SHEET
FOR DEPTH
+ 10%
0 ES: . -SITECONDITION 'NOTES
TOTAL: 71 CY 1) ALL WEAK MATERIAL TO Dr OVERCUT
AND DACIMII-EV AI.10 COMPACTED.
Z ;/ - T1IICKNESS Of UtIrR DEPENDS 01-I MCRALL
U 13111. LINLR FOR THIS LAGOON TO DE S'
COMPUTATIONS BY:
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(A=4 soll taveadgidoa sbaa#to site enlssadoc.)
• IS SUBSM.':ACE DR" Y..$
(If Ye-,die aunt be rrmoved or phMed) —'
•
s v YES
NO
.:_. :�a � c�hmraN%gZ
• T.:S S♦'i�i♦W.S�C.I�ON IS V,�L.�1]C-0RTWc:.VE KONT�f30M'�r-.DA.t'�.'Sc�O�.Y MAW* ► ► 'C.ZCN
r{.S NOT 3'`.�i "r.�W t:. TrVc.9" - �1.� T SiE NVESTICr.�t'iaN GffL.9E R:QtYriFr7.Y.,,
SiGYAi DAZZ
V C..�="3= t�=t r••.�:taw or chw4cs is ck-- s`�=uld r--•. t:s=*v siL-
E

EAU- ::—J i I*hU 11 :U 1 AM fXUWN' 5 Ur LAROL 1 KA FAX NO. 91 V934184 P. 2
1-131-1997 10:18AM FRO P.2
VA
THIS tZTT9R IS TO SERVE AS 'WRITTEN P$I�MISSION TO VURLY
VEREEN TO CONSTRUCT A SWINE OFERATION 100 FEET FROM MY
PROPERTY LINE. I UNDERSTAND THE LOCATION OF THE 4-1600 HRAD
WEAN TO FEEDER BUILDXNGS AND THE LAGOON*
LANDOWNER
'No91OX4 ,
IA-BY
St8le v �a r ► �Q ro 1r' _�.
Ell ga b p 6 r - Psr KdW Public
• do here5+cacttl rh�t. d 1"�i ri _
Wt0.3*1 cW-Wad ba(m Me thi, day and atlaiowledged
tie duc exar.,;1.11•,ji of the 1ore30ing Wtrumcnt. Witness
My rand and official t:tl, th1:.m. Iga 6d a.y
or y 2 n�b Q 19319
,,/ ot8ry t'ubtk

SCS•ENG-S38 ... .s. dc�..•t�'..cl�i yr �uh�l:v�,ur+t
Rev. 5-70 SOtt CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED PONO 7E
FARMdER'S NA.bM TrY2e, Q�F'�/ DISTRiCT
DATE COUNTY
S.C.S. PHOTO S11Fn NO. W01M MN1
WATMKM AREA MEA.4IlMMLYM
CROPLAZMD_.ACRES PASTURE_ACRES
WOODLAND-ACRES TOTAL. ACRES POND CLASS WORK UNIT CONSERVATIONIST
sm"."LCH OF PROPOSm'POND SHOWING WHERE BORINGS WzRE MADE (Appr= w-nic V'- ...._,.feac;
Locate n/erencs point •n esnter line o/dam and ldend/v on sir tN.
I I I I I I
I l l l l l l I i l l l i
I I I I I I I I I• I •�
II i I
I I F711 1 11 11 1 1 1il . I
III I I I I I I I I 11 i IT-11 i 1 . 1 I
I I I I I I I
I I I I I I I I• i t I I
SHOW BORING ilU.% BER A.N0 PROFILE
DEPZ••cI Na #and list dam-sits and salllu my borings first•then ponded area and borrow pit borings•ssoarate with vowcal red tine.
(Conrtnusd an bact where nec&uarV) Shaw water fable e/ewtions on danv.site borings.
SCAL 1 t 3 1 3 II 4 ! S I 6 1 7 1 8 9 1 IO 111 L' I L3 LS il LS 16 I IT 118 I L9 M ( 21 12 ?3
`'• : �;,, .I t*•yl SM s� l l l l 1 1 1 ( II I l l l l I
:-
6- sG s� f sL I I I I I I I I
-y li sp Ile,r 11 11 11 11A2
l I l I I it I I I I
BORINGS MAUK BY ��Ct'' % f' SIMNATURE & TITL.S �"� /�''•''�`"''`'''y�•�

Y 3 13Y )
10
���,"� .•,�, � ty'k, any +`ln G'.�xk( �t°,
l IR
• .'l•[`4'IV�,S• y��' _ v� I ' d' .T.
t ) v4 [h `43 Y
f��*jy'w�{�( ,• "rYt !q'"_'-; �i Y n i�S'[�'°f5 .r i "= '.K ,�3'�y�•`.�
e� �,�}} 3•q a"y'!L 1'Sln fop a3j � �1 '� � 41 14' x' yU
f � Y
�. MC 'bt.Sr�rirs r � r C t
TWO,` a;,}"� 4� y� a�rtr � r�j '. r ,Ap •ti :-Y"`,�C [ {4 `i
1�j:
• � 4 � n+ +� t � 4 � � a �,pZ� s� q � ti e ar. .

�Gt,✓o/lrYtGc �j� `(li/rsC�y
Lagoon Marker
�-r
Is SIT
Paint top Z�r R
c�kN-
.7
I —0
1"x2." PV FTEE
8 ' -0" S�Q � 1" PVC Pipe
PVC Pipe
Amvew
Li
�/-/Goa it/d�s�Z�re S

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
---------------------
e",*
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
(0"111 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.
8. 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.

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

BRUNSWICK COUNTY
SWINE WASTE APPLICATION RECORD BOOK
PHONE NUMBER D/RECTORY
Division of Water Quality (DWQ)
Regional Office - Wilmington
(910) 395-3900
Emergency (after hours)
1 -800-662-7956
Emergency Management Services (EMS)
(910) 253-2565
Health Department
(910) 253-2250
Sheriff Department
[phone]
NRCS (SCS)
[phone]
Cooperative Extension Service
[phone]

EA/1-ERGENCYAC ONPLAN
PI E WMBERS
DFtr'Q 1 3 S 3100
• E2vaCzs+'CY NLAXAGE!►MgT SYSTEM
. SWCD g/0 A53 ag30
MCS RIO A s3 283d
••=Tbis plan w-M be irnple.-ae Ited in the event that wades fi-om your o wort
oveowulg, or turning oste, You should not wart uatfi waes r
s� eac are IDS'
yvuspraper•y to car�sder that You have a problem You should �mac`��or Ieave
this does aot happen. p a s ould make every effort to insure that
po d rrr n P-meam1 le location for 11 l vr_s
Ti. ' y, Tae following are
some zcdon it-mns you should take. '
I. Stop the rel se of wart=• Depe., ins on the stizdon, this may or may not be possible,
Suggested responses to some possrole problems are filed below.
A. Lagoon. overfloF►—posy-le solutions arz:
• a. Add ScU to berm to incr else elevation of darn,
t e to fields at an acceptable rate.
b. Ptnnp was .
e. Stop art flows to the lagoon'tr,mediatezy.
d. Call a pum,ping can-actor. ..
Rxe no surface Wye:is ente:•;ng lagoon. .
B. '' off from vear,,e, appUc•doafielti-assorts include;
a. Tr&=ediate!y stop Vats application.
• b. Create a te--npomry dive on to contain waste,
.r
C. carporate War;to reduce runoe:
; �• d. Evaluate and erirninate the re:son(s) that caused the runoff.
C. Evaluate Lhe appUC12joa rates for the finds where n moff occurred•
;r'•
C. Lw—kage from the ware pipes and sprinklers zcdon include:
a. Stop regc?e pip.
b. Stop totgzdon pump.
• C. Close vLves to le in•.inate further discharge,
d. Rrpa r all lmks prior to rerar ing pumps,
••�,y' • , •• .•;`•;mot .. •i.+i�,;,.�.•: •� • .

. Le�tc.3ge -am flush sys+te.^ housed, solid sr
• pastors-acsoa tnclude:
a. Stop reryc;e pump•
• b. Stop irrgadon pump. .
c. MA-k sI:re no siphon occurs.
.M•
. . Stop an flows in the hac:se, Bush sys,,e,Ts, or solid separators.
e. Repair aII leaks prior to restarting pumps-
E. Le_kzSe &orn base or sidewall of lagoon. Oren this is seepage as opposed to $owin
• Ie&poss•ole actica:
• a. Dig a small well or dirc:I to catc:� all seepage, put in a submersible sable um sad•,.
back to lagoon, p P, pip
• b. If hates are caused by burrowing animals, trap or remove animals and fill h• holes and
• compact with a clay type sou.
• C. Have a professional evzlc:2te tape as poss:ole condition of the side walls and Lagoon bottom as soon .
• •
2. Assess uhee teart of the spat and note any obvious damages.
a: Did the waste'rzzca any sz,r - e waters?
b. Appro)ernztely how much was re1ersed and for what duration?
c. Any d:*Wage not-ad, such as employee injury, fish kills, or property damage? • ,
d. Did the spill leave the property? •
e. Does the sui l have the potential to reach, surface waters?
' £ Could a future rain event cause the spill to reach surface waters?
• S. Are potable water wefts in danger(either on or oFof the property)?
h. how much reached sueface.waters?
3. Cortrc:appropriate ages es. •
L During normal business hours, call your DWQ(Division of Water Quality)reaiorW ofiice;••r•
?hone_ o .345 13?00. After hours, emergency number. 733,�'9�_ your phase call
should include, your name,ficity, telephone number, the details of the ineidcat from it=
• 2 above, the exret location of the faciity, the location or dhvcdon of movement of the SPA
' weather and wind conditions. The corrective measures that have 16=n tmdrt the
sciousaess of thes:�on. .'
b. Xspill leaves property or enters sur&cs waters, call local F1.i 4S phone number 911.
C. Lztluct `tiiS to contact local Fi=JLl Department. • . . .
d. Contct •
CES, phone a=ber A�4 3 2� a local SWCD office phone ataaber
- /d�.�•�-?�.3cs _ and local N�CS office for afMceltechrucal assistance phone somber •:�:: ::
/o ZS3 2J3 Q
4. If aone of the above war=k, call 911 or the SheriEs Departmetnt and exP P�fain your blew to
them and ask that person to contact the proper agencies For you. '

C t •
' s• r cfyour choice to b • .
• I�bGc����C� //�: eta rtpa�r ofprobtem tom o�-ate
�e.
• oaara�.ors Name. .
b. Coab=mrs Aid -
C• Coutm&,Cr5 Phone
•
• 6• Costar the tecztai= who r.,,a"c:i the oo CS gn(NR , Ccrwalting F..I&e•.t, �
-
b. Phone: /0 9 /goo
�o 0 7d 3
7• Implement pro
cdures as&&isd by DWQ and technical assis=Caft
r damap,repair tine sys-tra,and vssm the Vraste em saes to rec�ry the
aianag eat iau to k,.,, •
•: release of wastes from bapp= g P "p problems wh
Ile
•

Mortality h-lan-a ement Methods
(clic:cl: w11ic;1 mcthod(s)arc beings imj)lcmcntcd)
J Burial three feet beneath tile: surface or
l
knowlcd;.e of the death. The burial must be at 'a st nd within 2-1 hours after
stream or public body of water.
300 feet from Onv flowing
i Rendering at a rc7dering plant licensed under G.S. 106-163.7 •
0 Complete incineration
0 In the case or dead poullry only, placing in a dis posal -
appro�•cd by the Department of A�riculturc I pit of a size �nd'design
J Any method which in the professional opinion of the* StateVeterinarian
make possible the sal%':tgc or-part of a dead animal's value vi hout endangering
would
human or animal I�caltlI. (Written approval of tiles State Vctednarian must be
'
. attached)
Insect Contl•ol ChOcIdist Fol•Alihnal p aerations
tiuttr�c: (:trust; -
I11%11's lu Cun111•111 Inserts Sitt:.tiln:rifie I'rnrtirrs
I�Itn;lt Gullc:rs 1•itlttltl Systems
At;t:tttttttlatiutt ufs�lids O I`Ittsh sysicitt is desigiled anal uperitted
stiflicicully to rctttuvc act:tttnttnlalctl st►litls rrunt
gullcrs as designed.
O Itctttove bridghig oraccttnttttl,-tictl soiitls;tt
I.a�tsttits nntl fits disOnrge
Crttstc.t!Sultels Muiutttitt 1:1cootns,scltliug busii:s pill Fits�vlter0
• liest Breeding is nlcparcat Io nntinitttize ilia
cnislittg ofsomis io a tlelsllt oruo tttore than G- '
9 intches over more Ilrttt 3o%of surrace.
I::►rc:ssive VrLc:tative 1)c:euyitt�ve�el:tlitntt Mtnitttaitn vc�et:tlivtt cottlrul plant• I�anl:s u
titmstlt � r
lagoons null other inyountltttcnis to prevent
• :tccanttnlntion orticenyiitt;vegetalive matter
1110119 wntc:r's aloe on iucpottttchucttt's perimeter.

Swine 1=arnn Waste Management Odor Control Checklist
S°nrre Cause I11111's In Pilulmlte l')tlot• .
I:nuute:rrl Swine prutlucliott Site Spcdfic 1 uctices
egelative or wooded buffers;
Itccommeudcd*bcsl managenucnl praclices;
• Pe Good judgntenl and common sense
Auiruul bu.ly surfaces 0 Dilly uuanurc-covered aniuruls Dry floors
I-btur sw Grces • wcl nuruure-covered Iluurs "ll Bluffed floors;
-k' Wulerers heated over slotted floors;
Cl rceders at high cltd of solid floors;
Scrape manurc buildup front floors;
CI Uudcrflonr ventilaliou for drying
l.l:tuute ct►heelian pits Urine;
P_'f frequent manurc removal by flush.oil eel
• I1arli:rl microbial deconupnsilion orscrrpe;
CI Uudcrlloar venlilalinu
Veutil.tliun ealanst funs Vululilt:Cases; fun uuttinlen:uucc;
Dust -e1'hrdnur smfuees Efficiew nir muventcnl
1)rrsl �1'Wusldnwn bchvccu groups uruniumis;
rf reed ntldilives;
Cl feeder covers;
Cl I-ced delivery olownspuul exicodcrs III feeder
covers .
Owl lucks Agilatinn of recycled lagoon O Flush lank covers;
iigoid wbde hunks ore fillnrg O 1?xlcntl fill lines to near buUont oflanks will
milt-si:hall veins
1:11191 alleys Agitation during wnslewaler Cl Underfloor(lush with nudcrlluur ventilaliuu
ctntvcyance
1'16ccirarge Intims • Agitation of recycled lagunu Cl Extend recharge lines In near bunum ul'pils
Inlaid while Ails are filling will anti-siphon vents
Lill�t:rtiuua • Agilulion during sump bark Cl Sump lank covers
filling and drnvdotwl
tlntsida druiu culleclian . Agilmtiun during wustewttter a flux covers
urjunctiau tuxes cunveyallm
AMOC-November I l l l99G, Pup 3 .

• Somme Cu u>c
I:nd of drainpipes al • Agitation during waslewcttcr Ithll's In Mlninlixe 01101 She Sprclfic I'rncllcrs
lagoon
cunvcyaltca Lxtcu,l discharge point urpipcs uudcrmcallt
lo�oelt liclttld level
L:,goull sill faces • Voluble gas cnlissiolls; Proper roper lagoon liquid capacity;
• lliologlcallttixltlg; ;
W Corrccl IaGoon slatlup prombires;
• Agituliolt ,
,Ck"Millimmtn surface area-lo-volumtc ratio;
' •�: Miuirnnm agitation w['cn,pumphtg; '
O Mccltauical acrallon;
Irrigaliun s tr ltiller . n Proven biological additives
1 Iligh pressure agilalium;
WimJ drill
nozzles Irrigate on dry days with little or un wind;
•
- Minimum rccaniticnJcd operating liressure;
XPump intake near lagoon liquid surruce;
ncrcge t Cl lhnnp from second-singe lagoon
:ock ar basin • l'ucliat nticncbia!decum utsilitin•
sulfilee 1 Cl Ilollom ormidlavel loading;
• Mixing willle filling;
CI Tank covers; •
• Agilalion when c11111ly['1g p nusim surruce mats orso ids;
CI Provell biological additives or oxidants
Settling basin sits lace Partial nticruhia)decnut ursiliun• •
1 CI Exlend druitipipc 01111cls lindcrucalb liquid
• Mixing while filling; • level;
• Ag-hadolt whenm c 1( !ti
I Y b Cl Remove sctdcd solids regularly
Mi ire.sherry 1rr sludge • Agilutinil when spreading;
• Volatile gas cemissionsspreader outlets Cl Soil inicction ofslurry/sludges;
• CI Was['residual Iruulurc front sprcadgr uAcr usc;
Il n Provell biningiclrl 111111ilives or oxilhntts
ncuvcred ntnnllre, Volatile gas clnissious whileO slurry or sledgesoil it,! Run urslurry/sludges
tillci lit drying
snll':trrs Ll Soil incorporation wit['ill 49 hrs.;
0 Spread!m Illin llnirtirnl layers for rapid drying;
n 1'rnvell bttilOgicnl addilives or oxidamis
Dead nmiurcls Carcass dccotitposiliull ,EY 1'roper disposition orcurcasses
(lead uninrd dispo�:d Carcass decuogrusiliotl CI Complete covering of enrcasses in In►rial pits;
pits
O Proper locilliom/conslrttclimt ordisposal pits
hteincr:cturs Incnnydetc combustion CI Sccoudary slack hunters
. r' Ah10C-November 11, 1996, Puna d

Cuuso --
St:,ttrlittb%vincr art;tattl • ltttl'super drainagc; 11h11's In Rt�Sllc',',
zc ntlttl• '
Cracic�ttt1 I;uulscalTu tlt�tl tivalt:r tlt':citcs Silt 5ltrcitir 1'c•ttrtirrs
I�t:ilitit:s • Microbial ciccontitosition of
awily front f:tcilitics
• organic titaticr -
1�1:ttttcre trat:kctl unto • 1'00r1y tuaittlained access run, :
Itul,lic rutnls I'innt funtt 1 unit access road cnaitcicttactce
t1CCCSS
Additional Ittfarntntlott: t
Stvin Manttrt:hluttancluent; U2UU Itttlt UMP Puc-- Avalluble Frotn• :•,.
Strittt:I rochtctlott i•arrct 110tculial OclorSources clad Itctttcdics IiUA Swittu Production Facllily Mnttttre Mattttl;ctttcnt:Pit Itccl ar s- t Fact Sileel • NCSI1.Cuttnly Isxlrnsion Cc ulcr
NCSU-I)AR •
• Stvittc I'roclttcticttt I�arility titattctt�:Mstttal;ctncttl:Uttdcrlloor rlttslcl-l0tt�uot atntcttl••I:UA1: I26-8$ •
I.al;nttn I?t:sil;n antl hlanaUrutcttt Citr Livestock Mattnre'f rctllutct l 1' t I rcaltitc.n1; rnA I: 129-88 NCSU-IIAI's
Calibration of Manctre and Wastewater Applicaliott L•t cti mtcttl• t-attd Slorn(;c; 1's1]AH I 03-83 NCSI I-I1AIs
Controlling Ottars frotu Swine llttilclittgs; Pt1I-]] 1 1 ► L•IIAL• Fact Shcc1 NCSU-IIAI's
Euvironntrntal Assurance Prol;ratn: NI'1'C Manual NCS11-1fAls
NCSU-Swine Cxlettslun
011111ttts rar Alattt,l;ltta Occur: n report Rom tice Swine Odor Tusk Force NC Mirk Producers Assoc .i lttls:tttcc Cctctcertcs in Animal Mutwre Mattngetttcnt:Odors and Flies ..
NC.tiI!Agri Cntntnttnicntlnns
• s 11tO1U7. 19gS Cuttfcrence Proccctlings FIttriclst Cnn tt:tnlivc:I:xlettsittt
I t
' :. ,. AI►!(1f:-November 11, 1996, Pulle 5 -

rr '
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.
LAGOONAMMENANCE
The routine maintenance of a lagoon involves the following:
✓ Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the
most common vegetative covers. The vegetation should be fertilized each year, if needed,
to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils
test,but in the event that it is not practical to obtain a soils test each year,the lagoon
embankment and surrounding areas should be fertilized with 800 pounds per acre of
10-10-10, or equivalent.
✓ Brush and trees on the embankment must be controlled. This may be done by mowing,
spraying,grazing, chopping, or a combination of these practices. This should be done at
least once a year and possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE:If vegetation is controlled by spraying,the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.

Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a ' ' 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 of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong winds.
These waves can erode the lagoon side walls,thereby weakening the lagoon dam. A good stand
of vegetation will reduce the potential damage caused by wave action. If wave action causes
serious damage to a lagoon 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
time should major repairs be required. Having a nearly full lagoon is not the time to think about

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

5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should 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 1 foot to the lowest point of the dam
or embankment.

(PIN ✓ Do not pump the lagoon liquid level lower that the permanent storage level unless you are
removing sludge.
✓ Locate float pump intakes approximately 18 inches underneath the liquid surface and as
far away from the drainpipe inlets as possible.
✓ Prevent additions of bedding materials,long-stemmed forage or vegetation,molded feed,
plastic syringes, or other foreign materials into the lagoon.
✓ Frequently remove solids from catch basins at end of confinement houses or wherever they
are installed.
✓ Maintain strict vegetation,rodent, and varmint control near lagoon edges. Do not allow
trees or large bushes to grow on lagoon dam or embankment.
✓ Remove sludge from the lagoon either when the sludge storage capacity is full or before it
fills 50 percent of the permanent storage volume.
✓ If animal production is to be terminated,the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an
appropriately designed basin, or
• mininvzing 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:
• Dire 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 irri ation onto nearby cropland or for 1 '
pP p g Y g Y p age and,mix
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 Vread 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 liner material being disturbed,you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
liquid. Because of this it should probably be applied to land with low phosphorus and metal
levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if
the sludge is applied to fields with very high soil-test 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---hi levels are a saf risk.
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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.