310112_Application_20240402

BCM Nursery (31-112)
Chase Mackey
This additional information is required to
complete
it • r permit
s renewal
• • for AWS310112.
Please
.r ensure
that it is
added to signed

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee,
1. Certificate Of Coverage Number: AWS310112
2. Facility Name: B-Mack Farms LLC
3. Permittee's Name (same as on the Waste Management Plan): Chase Mackey
4. Permittee's Mailing Address: 296 Parker Heath Rd
City: Pink Hill State: NC
Telephone Number: 252-521-2001 Ext. E-mail:
5. Facility's Physical Address: 297 Parker Heath Rd
City: Pink Hill State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): J C Howard Farms
10. Operator Name (OIC): Brad D. Mackey Phone No.: 252-521-2002
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Oneration Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
3,840
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Zip: 28572
Zip: 28572
OIC #: 28255
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
LAGOON #1
Lagoon
9/26/1994
Full, clay
182,992.00
31,200.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):/ / u� _ Title: o&lAe�
Signature: Date: L Li
Name (Print):
Signature:
Title:
Date:
Name (Print): _ Title:
Signature:
Date:
THE CONWLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

sAIF Q,
y
t
ROY COOPER _
Governor RECEIVED
S. BISER • 'ten
Secretary F
RICHARD E. ROGERS, JR. NORTH rug Qua! ry MAR 012024
Director
February 12, 2024 NC DEQ/
Chase Mackey
DWR
B-Mack Farms LLC Central Ofl
296 Parker Heath Rd
Pink Hill, NC 28572
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits. you must submit an application for hermit coverage to the Division of Water Resources iDWR1 by April 3.2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currently Covered by an Expirin State
tate
Non -Discharge General Permit." The application form must be completed, signed by the Permittee. and returned to the DWR by
April 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.oyerationsoa deg.nc.gpv
phone: [phone]
Please note that you must include one (1) coov of the Certified Animal Waste Manaaement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on nace 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time peril;- pecified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.gov/animall2ermits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A,_
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered b, • aspiring State Non -Discharge
General Permit
NorthCarolivaDtprtmmtofEu%ironmentalQnagitv DilasionofWaterResources
$12 North Salisbury StrW 1636 Mail Sm ice Cent rr Raleigh, North Cmoliaa 2.6MI636
`� `� 919.1049129

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310112
2. Facility Name: B-Mack Farms LLC
3. Permittee's Name (same as on the Waste Management Plan): Chase Mackey
4. Permittee's Mailing Address: 296 Parker Heath Rd
City: Pink Hill State: NC Zip: 28572
Telephone Number: 252-521-2001 Ext. E-mail:
5. Facility's Physical Address: 297 Parker Heath Rd
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): :5v.,Lj4^-R_-AJ
10. Operator Name (OIC): Brad D. Mackey Phone No.: 252-521-2002 OIC #: 28255
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,840
Operation Tvnes:
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Frechoard
"Redline"
(Inches)
LAGOON #1
Lagoon
9/26/1994
Full, clay
182,992.00
31,200.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the PermitteefLandowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):
Signature: _
Name (Print):
Signature: _
Name (Print):
Signature: _
Title:
Date:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

,.
Nutrient Management Plan For Animal Waste Utilization
08-17-2015
This plan has been prepared for:
BCMFarms
Bradley Chase Mackey
1327 John Green Smith Rd
Kinston, NC 28504
252-521-2001
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11155
Kinston, NC 28504
l..i�%i�
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.
�4 S r 7
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved B • 7 / 1
Te4nic4ectt�gnaiUe Date
�..----------------------------------------------------------- -----------------
Preview Database Version 4.1 Date Printed: 08-17-2015 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 733,440 gals/year by a
3,840 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
1690
Incorporated
2903
Injected
3197
Irrigated
1837
Actual PAN Applied
Year 1
4053
Notes:
In source ID, S means standard source, U means user defined source.
------------------------------------------------------ ------------------------------------------------------------------
582579 Database Version 1.05 Date Printed: 10-23-2000 Source Page 1

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration
rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate
that will not result in runoff. This table provides the maximum application rate per hour that may be
applied to each field selected to receive wastewater. It also lists the maximum application amount that
each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
incheAour
Application Amount
inches
4876
1
Autryville
0.60
0.72
4876
Is
Autryville
0.60
0.72
48761
2
A ille
0.60
0.72
48761
1 2a
I Autryville
1 0,601
0.72
----- 11 ------- ----------- ------- ------------------------------------------------------------------ -----
582579 Database Version 1.05 Date Printed: 10-23-2000 IAF Page 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 ai/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
I50
13.171
9.77
19.53
29.30
Hay 6 ton R.Y.E.
300
2b.34
4.881
9.77
14.65
Soybean 40 bu
1601
14.051
9.161
18.31
27.47
---- -- ---
582579 Database Version 1.05 Date Printed: 10-2312000 Sludge -Page 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 available storage capacity is negative, the estimated volume of
accumulated waste exceeds the design storage volume of the structure. This indicates that the planned
application interval in the waste utilization plan is inconsistent with the structure's temporary storage
capacity.
Available Waste Storage Catacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1 9115
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
132
1
2
142
1
3
176
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
ll
163
1
12
1 145
* Available Storage Capacity is calculated as of the end of each month.
--- - ---------------------------------------------------------- ------ -
582579 Database Version 1.05 Date Printed: 10-23-2000 Capacity Page 1

, r" - 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 fold 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.
b. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
t.
rate such that runoff does not occur offsite or to surface waters and in a
--- ---------------------------------------------------------------------------------------------------------------------
582579 Database Version 1.05 Date Printed: 10-23-2000 Specification Page 1

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.
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 ar agronomic rates in a manner that causes not runoff or drift
from site.
---------------------------------------------------------------------------------------------------------------------------
5$25'79 Database Version 1.05 Date Printed: 10-23-2000 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system. ,
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and. other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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
-

M
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 a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---- ---- ----------------- ---------- --------------- ------------------------------------------------------ -----------------
582579 Database Version 1.05 Date Printed: 10-23-2000 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (I S' 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 tinder good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I'to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 2a
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 301bs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to field(s): la
Cereal/Annual Rye Overseeded — Hay
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short Bermuda sod followed by a light cultivation
with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal waste is to be applied to the bermuda prior to August
31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15 and
t
October 30. An additional 50 lbs.acre of PAN may be applied in February -March. if rye growth is
-------------------------------------------------------------------------------------------------------------------------
5s2579 Database Version 1.0 Date Printed: 10-23-2000 Crop Nate Page 1

harvested on time and does not significantly shade the bermuda, PAN rates for the subsequent bermuda
crop are based on realistic yields of Bermuda. A harvest is required prior to heading or April 7, which ever
comes first. This is necessary to minimize the potential for shading bermuda and reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
Bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September 15
and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional PAN
is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a corresponding
amount. This is necessary because ryegrass growth during April -May will reduce Bermuda yields and
shorten the time bermuda can fully utilize the N. A harvest is required by heading or April 7, which ever
comes first to prevent shading of emerging Bermuda during April -May period. To favor the production of
the bermuda, additional harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15
inches height.
-----------------------------------------------------------------------------------------------------------------------
582574 Database Version I.0 Date Printed: IQ-23-2QQ0 Crop Note Page 2

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vo
OWNER: X49kl
FARM NAME: _ __ zmb switer mo^
DESIGN CAPACITY: 3840 WEAN TO FEEDER
THIS WASTE PLAN IS A REVISION OF THE 2/15/98 PLAN COMPLETED BY
JOHNNY LANIER OF DUPLIN SOIL AND WATER. THIS PLAN IS BASED ON
THE WETTED ACRES OF THE TRAVELER PULLS. THERE IS ENOUGH LAND
ON TRACT 4876 FIELD 1 TO SUPPORT THE AGRONOMIC REQUIREMENTS OF
THIS FARM IF THE 100 LBS. N OPTION IS UTILIZED FOR OVERSEED IN
ACCORDANCE WITH THE NCSU MEMO ATTACHED. HOWEVER, AS LONG AS
THE LEASED TRACT 48761 IS AVAILABLE THE 50 LB N OPTION CAN BE
USED AS THE DEFAULT WITH NO RESTRICTIONS AS REQUIRED WHEN
USING THE 100 LB OPTION.
EACH FIELD MUST MEET MONITORING AND REPORTING REQUIREMENTS
OF THE STATE. MR. HEATH PLANS TO APPLY HIS WASTE AGRONMICALLY
ACCORDING TO THE FARMS' SITE SPECIFIC WASTE ANALYSIS NOT TO
EXCEED THE HYDRAULIC CAPACITY OF THE SOIL.
10/20/00
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

id
Fa
NVttl Camka Ste# Uniwnty a a Wna Department of Crop Science
V" UWKSry and • oona 4UKI it UTAI n
a Ths Vrvvw#ty of troM Cv*%
Cdl#pa of AQri"uro and Lila Scim
Campus Box 7620
Rwalgh, NC 27696.7620
919-615.2647
910-615.7969 (W)
TO: North Carolina Certified T nical Specia fists
FROM: Dr. Jim Green, Chairman
NC State University Forage roduction Workgroup
DATE: June 29,1998 �/
SUBJECT: Crop Management Practices for Select Forages
.. Used. in Waste Management
The following is a four -page summary of suggestions for management practices for some
forage crops that can be used in waste management plans. These suggestions are a result of
discussions within the NC State University Forage Production Workgroup, a group comprised
of NC State faculty and MRCS agency personnel with expertise with the crops.
There are limited documented research responses of some of these practices on the many soils
and environments where these crops are currently being grown. The Forage Production
Workgroup has taken the available data and used the combined experiences and realistic
estimates of key people to come up with suggestions that will allow farmers to incorporate
these crops and practices into waste management plans. As data become available to
substantiate or refute these suggestions, the Forage production Workgroup will make
appropriate changes.
Bermuda O►rerseeded With Cereal Rye and Annual Ryegrtass
Currently two types of "ryegrass►► are being used for winter overseeding in fields used for
animal waste management. Cere ry - is a winter annual small
wheat, barley and oats. inn • 1 gram that looks similar to
fescue. Both of �' is a winter annual grass that looks much like tall
grasses, when growing during the winter on bermuda soelds fr d, can have
significant impact on subsequent bermuda yields. In effect, the total
growing the combination of bermuda with these winter annuals will usually yield between manacre
tons more per acre than bermuda growing alone for the year. Therefore, the total amount of
PAN /acre for the year is about 1001bs more than for bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices implemented are dependent on the crop selected.

Im
Uperator��VLLlN5
�ounty� DU�Llm Uate; �,U/x:: �1-
���
1 (~4�°~�?
9��
Distance
to nearest
residence Cother than owner)1 -z:00 0 ieet
l
AVERA8E LIVE WEl8HT
(ALW)
0 sows (farrow
to finish) x 1417 lbs = 0 lbs
0 sows (farrow
to feeder) x 522 lbs = 0 lbs
01,1-jead (finishing
only} x 135 lbs = 0 1bs
0 sows (farrow
to wean) x 433 l�� = 0 lbs
3840 head (wean
to feeder) x 30 lbs = }\5200 lbs
_..... ..... ... .... ..... _________
Total Average Live Weight = 115200 1bs
2
MINIMUM RECUIRED
TREATMENT VOLUME OF LA8OON
Volume =
115280 lbs ALW x Treatment Volume(CF)/lbALW
Treatment
l CF/lb ALW
Volume =
\l5200 cubic feet
3
STORAGE VOi'UME
FOR Si0DGE ACCUMVLATION �
Vulume =
0 0 cubic feet
»~
TOTAL !}ESI8NED
VOLUME
240 0
Inside top
width (feet)--------'------------ l0
Top of dike
elevation (feet)---------------- 53.0
Bottom of
lagoon elevation (feet)—'-------'-- 43 0
Freeboard
(feet)---------'------------------- � 0
Side slopes
(insioe lagoon)------------------ 3.V 1 l
Total design volume using prismoidal formula
SO/END! SS/END2 SS/SIDE! SS/SIDE2 LENGTH WIDTH DEPlH
30 3 0 3 0 3 0 234 O l24 0 90
AREA OF
TOP
'
LEN8TH
* WIDTH =
.
234�0
124 O
290l6
(AREA OF
TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH =
180 0
70.0
l2600
(AREA OF
BOTTOM}
�
AREA OF
MIDSECTION
p.LENGTH
* WIDTH *
4
0
0
80316
(AREA OF
MIDSECTION * 4)
�
CU FT
= [AREA TOP
+ (4*AREA MIDSECTION)
+
AREA BUTTON] * DAP!H/
29016 0
303\6 0
(2600 0 ! 6
|
Total Designed
Volume Available
= 182890 CU. Fk

n
rl
B} Volume o[ 25 year - 24 rmur storm
0
Volume
= 7
5 inc�,es /
l2 inc�es per foot * DA
Volume
= }95O0
O cubic feet
TOTAL HEQUIRED
TEMPORARY STORA8E
5A
28)33
cubic
feet
SB
0
cubic
feet
5C
l8200
cubic
fee�
5D
l9500
cu#ic
feet
lDTAL
65833
cub1c
feet
Temporary storage period================�===>
}80
days
Rainfall zn excess of evaporation===========>
/ 0
inches
25
Inside tup length===========================>
24O0
feet
Bottom of legocm elev
43 0
feet
Totai re�uired volume=======================>
\8l033
cuft
Actual design volume========================>
!82898
cu ft
Seaso��al high watertable elevatzon (SHWT)===>
470
�eet
Stop pumping el ==========================>
49 5
�eet
Must be > or = to tive SHWT elev==========>
47 0
feet
Must btment
e1=> 49 0
[eet
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
ll5692
cu� ft
Start pump .... ..... ======... ..... ..... ==..... ... ==..... ====
..... > 5l 3
<eet
Must be at bottom of fr�eboard & 26 yr
rain(all
Actua] volume less 25 yr�- 24 hr raiofall==>
�63398
cu ft
VoIume at start pumping elevation===========>
l63l09
Required
Actual volume planned to �e pumped==========/
474�7
cu ft
red==>
Mznthickness of soil lzner when requifj
DESI8!NiED
DA7E/ e�
w � ^ � �DATE�
8

5TEMPORARY STORA8E RE�UIRED
DRAINAGE AREA,
Lagoon (top of dike)
Length % Width =
240 0 0 3120O 0 square feet
Buildings (roof and lot water)
0 0 s4uare feet
Describe
t,'is area
TOTAL DA 241200.0 square feet.
Design temporary storage period to be
180
gays
5AVolume of waste produced
Feces & urine production in gal./day per
135 M. ALW
1.37
Volume = 115200 lbs. ALW/135 lbs. ALW *
1.37 gal/day
180 days
� Volume = 210432 gals. or 28132 6 cubic
feet
5BVoIume of wash water
This is the amount of fresh water used for
washing floors
or vu1ume
of fresh water used for a flush system.
Flush systems
that recirculate
the lagoon water are accounted for in 5A,
Volume = 0.0 gallons/day *
180 days storage/7
48 ga]lons
per CF
Volume = Y0 cubic feet
5O Volume of rainfall in excess of evaporatian
Use period of time when rainfall exceeds
evaporation by
largest amount
180 days excess rainfall =
7.0
inc��es
Volume = 7.0 in * DA / 12 inches per
foot
Volume = l8200�O cubic feet

DIKE (continued) 08/24/94
CTION NUMBER 5
fl"",'E.- Centerline Station 2+l0
ORIGINAL DATA|
SECTION NUMBER 6
Centerline Station l+lO
ORIGINAL DATA:
0.0 / 47,8 100.0 5
SECTION NUMBER 7
Centerline Station 0+00
ORI8INAL D�TA�
00 / 48�9 lV0,0 / 49.5
Ri
0
page 2

C

^
`
SHEY i OF 2:
^
OFERATIUh AND MAlNTENANCE PLAN
.... ..... .... ------..... ---
This lagoon
o
��
is designed for waste treatment �permanent
storage.) and
�
l 80 days
of temporary storage The time
requJ red for the p1aoned
fluid level
(permanent and temporary storage )
to be reac|�eo may vary
due to site
conditions, weather, flua/ing operations'
and the amount
of fresh
to trie system.
The designe�
temporary storage consists of
180 days storage fo,�
(}) waste from
animals and (2) excess rainfal}
after evaporation A�so
included is
storage for the 25 year - 24 hour
storm for the loca��on
The volume of
waste generated from a given number
ot animals will be
fairly constant
throughout the year and from
year to year, but exLess
rainfall will
vary from year to year. The 25
year ra3nfal1 will not
be a factor
to consider in an annual pumping
cycle' but thns storage
volume must
always be available
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping' a permanent marker must be installed at this elevation
to indicate when pumping should begin An elevation must be established
to stop pumping to maintain lagoon treatment depth
Pumping can we started or stopped at any time between these two
elevations for operating convenience as site conditions permit' such as
weather' soils, crop' andequipment in order to apply waste without
runoff or. leaching
Land application of wastr water is recognized as an acceptabIe
method of disposal Methods of application include solid set'
center pivot, guns' and traveling gun irrigation Care snould be
taken when applying waste to damage to crops
The following items are to be carried ouV
} It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive o0ors during
start-up Pre -charging reduces the concentration of znitial
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 Fres� water shou1d 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
3Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.5 This temporary
storage' less 25 yr- 24 hr storm' contains 46333 cubic feet or
346568 galIons.

SI|EET2OF2
4 The
recommended maximum amount to apply per
irrigation is
one (l)
inch
and the recommended
maximum application
rate is 0 3
inch per
hour.
Refer to
the waste utilization plan
for further details
-
5 Keep
vegetation
on
the embankment and areas
adjacent to the
lagoon mowed
annually.
Vegetation should be fertilized
as needed
to maintain
a
vigorous
stand
6 Repair any eroded areas or areas uamaged by rodents and
establish in vegetation
7. All surface runoff is to be diverted from to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a welP be applied in a
manner not to reach other property and public rjght-uf ways�
9. The Clean Water Act of 1977 prohibits the discharge of
oollutants into waters of the United States. lhe Department of
Environment, Health' and Natural Resources, Division of mental Management, Management, has the respcvsibility for enforcing this 1aw.

FOUNDATION PREPARATION�
. ... ..... ....
The foundation area of the 1agoo n emu ankmen t and buzlding pad shal1 be
cleared of trees` logs' stumps, roots, brush, boulders`sod and /`�,bbzsh
Satisfactory disposition will be made of all debris_ The topsoil trom
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas, After stripping, the area of �he
lagoon embankment and building Pad shall be thoroughly loosened prior
to placing the first lift offil1 material to get a good bond
The completed excavation and earthfill shall conform �o t. !. .�e lines'
grades' and elevations shown on the plans Earthfill material shall
be free of material such as sod, roots, frozen soil, Monies over
6 inches in diameter, and other objectionable material. lo Me extent.
they are suitable` excavateo materials can be used as fill The fi]}
shall be brought up in approximately horizontal layers not ko exceed 9
inches in thickness when loose and prior to compaction Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method
Compaction will be considered adequate when fill material is oaserved
On consolidate to the point that settlement is not readily cletectible
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations Construction of fill heights shall include 5 percent for
settlement Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The heiqht is defined as the difference in elevation
F-ro-.-fi the constructed height to the t-e:'o of
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE l 5 ft'
N0TE; LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO lNDICATES OR WHEN VNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION A TYPICAL CROSS SECTION OF !HE LINER
IS INCLUDED IN THE DESIGN LINERS ARE REQUIRED ETY' 1_114,1:.�: SO11_"'­.'
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 backfilIed
as specified to
grade with a SCS
approved material
(ie - CL,SC,CH)
REFER TO THF SOILS
INVESTIGATION
INFORMAlION IN THE
PLANS FOR SPECIAL
~�� CONSIDERATIONS

^
SHEET 2 OF 2
Soil liner matorial 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 separa�e 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 contenL during placement
The maximum water content relates to the soil material being too wet
for eflicient use of hauling equipment and proper compaction. Proper
cmnpaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASlM 1*.)698 Dry Unit
Weight of the liner material. When smooth or hard. the previous Jift
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 1iner.
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 li:ers are synthetic liners and bentnnite sealant.
\ When these are specified, additional construction specifications are
included witb 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 foun,dation
materials
VE8ETATI[N;
All exposed embankment and other hare 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
When tile drains are encountered' the tile will be removed to a minimum
= of 10 feet beyond the outside toe of slope of t��' dike }he tile
trench shall be backfilled and compacted with goon material such as
SC' CL, or CH

�
SEEDIN6 SPECIFICATIONS
AREA �U 8E S�EQED� 2 S ACRES
USE'T14E SEEDMIXTURE�FOLLOWS,
l50.0 LBS. FESCUE GRASS AT
(BEST SUITED ON CLAYEY OR WE7 SOIL C0NDITION8)
SEEDING DATES: SEPTEMBER l TO NOVEMBER 30
PEBRUARY l [O MARCH 30
150,0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. l)
SEEDIN8 DATES� MARCH 15 TO JUNE l5
0 0 LBS. HULLED COMMON RERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES; APRIL l TO JULY 3l
O 0 LBS UNHULLED COMMON BERMUDA SRASS AT \0 LBS/ACRE
SEEDING l Tu MARCH 3)
100,0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION.)
SEEDING DECEMBER l TO MARCH 30
LBS _..... _.....
_________
APPLY THE F01-L0WIN6�
ALL SURFACE DRAINSSHOU0 BE INSTALI-EC.) PRIOR TO PE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH M[NIN8 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 W]TH A MULCH
l PENSACOLA BAFIA8RASS IS SLOWER TO ESTA8LISH THAN COMM0V
BERMUDA GRASS. WHEN USIN6 8AHIA, IT IS RECOMMENDEO THAT 8
LBS /ACRE OF COMMON 8ERMUDA BE INCLUDED TQ PROVlDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED

rid
System Calibration
Information presented in manufacturers charts are based on average operation
conditions with relatively new equipment. Discharge nakne and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends toreduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the DOzz|8 0A8OiDg which will iOUFS8S8 the discharge rate while
decreasing the wetted diameter.
You should beaware that operating the system differently than assumed in the design
will alter the application nate, diameter of coverage, and subsequently the Gpo|iceUnn
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift' and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can nawu|t in pmeomuna increase. Plugged intakes or crystallization of
mainlines will [edUCG operating pD0s8U[8. Operating below d8SiQD DFeGSUF8 greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment one regular basis boensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow cdseveral locations in
the application area. Any number of containers can be used to collect 8ovv and
determine the application rate. Rain gauges work best because they already have e
graduated scale from which to read the application amount without having to perform
� additional calculations. However, pans, nlamUo buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred hoascaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at auvmns| distances from sprinklers. For traveling guns, sprinklers
should be located along 8 traOsect perpendicular to the direction of pull. Set out
collection containers 25feet apart along the trunoecionboth sides ofthe gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer ortechnical specialist for assistance.
*Reprinted for Certification Training for Operations ofAnimal Waste Management Systems Manual
Id

f IT1T10 E 1
OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 (see Figure 2-1) 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 irrigated 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.
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 fertilized 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 minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

B-Mack Farms,LLC (BCM)
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
AWS310112
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 or 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 sidewalls, 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 sidewall, 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 of 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 from 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

B•Mack Farms,LLC (BCM) AWS310112
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 overflow 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
(911*1 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.
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.
4

B-Mack Farms,LLC (BCM) AWS310112
• Practice water conservation -- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown 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 level. (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 1 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.
• Don not pump the lagoon liquid level lower than 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 sludge buildup
W

B-Mack Farms,LLC (BCM)
UN &M # .
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire 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 part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline 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 spread with manure spreader onto cropland or forageland; 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. Waste application rates will be discussed in detail in Chapter 3.
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
phosphors, 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.

AWS310112
\ The application of sludge will increase the amount ofodor a1the vvomte application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern ofneighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge ofwastewater from the structure.
Types of failures include k*mkmgo through the bottom or sides, overtopping, and breach
nfthe dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
° Modification ofexample is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipesindame.)
= Lagoon liquid levelm—highlevelsnmooafetyhsk.
= Failure bninspect and maintain the dam.
° Excess surface water flowing into the lagoon.
° Unor|ntoghty— 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 damn' CJnms this damage obado, it can quickly cause a large
discharge ofwastewater and possible dam failure.
W

DIVISION C)FWATER QUALITY (DVV{3) 910-796-7215
EMERGENCY MANAGEMENT SERVICES kill 910-29*2160
SOIL AND WATER CONSERVATION DISTRICT KSVVC[0 910-296-220
NATURAL RESOURCES CONSERVATION SERVICE /NRC8\ e10-e96-2121
COOPERATIVE EXTENSION SERVICE (CES) 9/0-296'21*3
This plan will be implemented in the event that wastes from your operation one leaking,
overflowing orrunning off site. You should not wait until wastes reach surface waters nr
leave your property to consider that you have m problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1.Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses tosome possible problems are listed below.
A. Lagoonnverflow-posoiblasolution are:� _
a) Add toberm to increase elevation ufdam.
b) Pump wastes 0nfields a\anacceptable rate.
c) Stop all flow tothe lagoon immediately.
d> Call epumping contractor.
a) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include
o) Immediately
b) Create utemporary diversion tocontain waste.
d Incorporate waste breduce runoff.
d) Evaluate and eliminate the maxon(o) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sphnklum-udion include:
a) Stop recycle pump.
U) Stop irrigation pump.
o> Close valves toeliminate further discharge.
d) Repair all leaks prior turestarting pumps.
D. Leakage from flush systems, houses, solidseparatnm-octiu include:
a) Stop recycle pump.
U> Stop irrigation pump.
o) Make sure siphon occurs.
d> Stop all flow inthe house, flush systems, ursolid separators.
E. Leakage from base vrsidewall of lagoon. Often this isseepage asopposed mflowing leak -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back \ulagoon.
h> If holes are caused by burrowing animals, trap or remove animals and fill holes and
� compact With aclay type soil.

B-Mack Farms,LLC (BCM) AWS310112
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LAC
b. Contractors Address: Po Box 856, Warsaw, NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

B-Mack Farms,LLC (BCM) AWS310112
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (f) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{fj Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits Crusted Solids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (v)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
Areas wastes and feed wastage
MIC — November 11, 1996
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
10

Id
AWS310112
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4pertain to this operation. The landowner! integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996
11

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Version —November 26, 2018
����*���.R" ������������������� ��^=�Q���=8��
K���U&����� Management �������U������
�J ��*� uu
� Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
F—1 Bu��three feet beneath the su�x000fthe ground within 24h cfknowledgeof animal
1-1 | | death. The burial must beetleast 3ODfeet from any flowing sbemmorpubUnb
G 0640. The bottom nfthe burial pit should beotleast one foot above the seasonal
high water table. Attach burial location map and plan.
�� ���mun��e�w���p����NC D�u�r�1�N[�
�—` 13B.020I
| y Rendering edmrendering plant licensed under G.8.10S-1G8.7.
� ���
| | | U Oomp�teincinandionaccording tuO2NCAC52C.O1O2.
L�
A
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead '—`' `-----ze and design approved by
NC Department of Agriculture-54B
`
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).
Mass Mortality Plan
---- Mass mortality plans are required for farms covered bvanNPDBSpermit. 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 activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
° Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
" Mass burial sites are subject additional permit conditions (refer tnfacility's animal
waste management system pennit).
" |nthe event ofimminent threat ofadisease emergency, the State Veterinarian m enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
��Signature of Farm Owner/Manager Date
1,/�, 4,�_ 0/
Signature of Technical Specialist Date