820265_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permitlee.
1. Farm Number: 82-0265 Certificate Of Coverage Number:
2. Facility Name: DW & F ii2
3. Landowner's Name (same as on the Waste Management Plan): Floyd M Burke
4. Landowner's Mailing Address: 1992 Ezcell Rd
City: Clinton State: NC
Telephone Number: 910-592-5669 Ext. E-mail:
5. Facility's Physical Address: 1992 Ercell Rd
City: Clinton State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Floyd M. Burke
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types.
Murphy -Brown LLC
Phone No.: 910-990-4955
Allowable Count
2,600
AWS820265
Zip: 28328
Zip: 28328
OIC #: 16691
Swine
Cattle
Dry Foul"
Other I=
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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary 34
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
I
I
C
I 0
MOO
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sia"d by the owner anel_a certified technical soecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

Lf/3q
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.)
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: Z.. Title:�i�
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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: 2019Perm [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER `
Governor
MICHAEL S. REGAN .rw.
Secnerary
LINDA CULPEPPER NORTH CAROLINA
Dfrocror Environmental Quality
February 27, 2019
Floyd M Burke
DW&F#2
1992 Ezzell Rd
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htt s://de .nc. ov/about/divisions/wager-rmurc water-t ualii -re ional-o crationslafa or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non-Dischargg Genera] Permits, you must submit an apnliggtian For
permit coverage to the Division. Enclosed you will find a "Request For Certificate ,of__CoveraW Facility Currently Covered by an
Expiring State Non -Discharge General Permit." "rhe application form must be completed, sinned and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWNIP1 with the
completed and signed application form. A list of itcros included in the CAWMP can be found on page 2 of the rencwal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820265
Murphy -Brown LLC
North. Carona Department of Env;onmeotai Quality I Dvvison of Water Resources
512 N Sa%.sbury St 11636 Ma,: Service Center I R91*0, North Card ma 27699-1636

i
WASTE UTILIZATION PLAN
Name of Farm: Flovd Burke Farm
Owner/ Manager Agreement
(we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Burke
it :�
Signature: : ( . ) ,�,_11Date
Name of Manager (If different from owner):
Signature:
Date
Name of Technical Specialist: (Please print) Kraiq A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency)
Signature:
P.O. Box 759
Rose Hill,14G
jJ3
Page 8

WASTE UTILIZATION PLAN
PRODUCER: Floyd Burke
LOCATION: 1992 Ezzell Rd.
Clinton, NC 28328
TELEPHONE: [phone]
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 2600
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
2,600 animals X OA2 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,600 animals X 0-0 lbs. PAN/animal/year =
Guide Std. 633)
1,092 (tons) waste/year.
1,248 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Annlication
T6261
1
WaB
Bermuda(G)
235
1.98
465.3
March - Sept.
T6261
-1
WaB
Small Grain G
50
1.98
99
Sept. - April
T6261
2
WaB
Bermuda(G)
235
1.94
455.9
March - Sept.
T6261
-•2
WaB
Small Grain(G)
50
1.94
97
Sept. - April
T6261
3
Ra
Bermuda G
190
1.54
292.6
March - Sept.
T6261
--3
Ra
Small Grain G
50
1.54
77
Sept. - April
*Field #'s reflect those in irrigation design
Total 1 5.461 1,486.80 J
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yjp1d W!gctation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil
Crop Lbs. N Acres Lbs. N Month of
If rw. i ype Per Acre Utilized Application
Total -
* See footnote for Table 1
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 5.46 1,487
Table 2 0.00 -
Total 5.46 1,487
Amount of N Produced 1,248
Surplus or Deficit 239)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1,2
WaB
Bermuda
0.6
.5-1.0
3
Ra
Bermuda
0.4
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for iBD days of temporary storage and the temporary storage must
be removed on the average of once every f MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted acres'. Fields shown correspond to zones used by producer.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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.)
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 or flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

7
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
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.
Page 7

(T73 Sheet1
Pn
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Floyd Burke
Address: 1992 Ezzell Rd.
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres]
Soil Toe Sfooe %
Maximum
Application
Rate
Croafsi fln/hr]
County: Sampson
Date: 12/22/00
Maximum
Application
per Irrigation
Cycle
(inches) Comments
1
1.98
WaB
<5
Bermuda, Small Grain
0.6
.5-1.0
Zone 1
2
1.94
WaB
<5
Bermuda, Small Grain
0.6
.5-1.0
Zone 2
3
1.54
Ra
<5
Bermuda. Small Grain
0.4
.5-1.0
Zone 3

TABLE 3 - Solid Set Irrigation Gun Settings
Make,
Sheet3
- Operating Pai
Wetted Hydrant Spacing(ft) Application Nozzle Operating
Number of Diameter Along Between Rate Diameter Pressure
Operating
Time
Zone # Hydrants (feet) Pipelines Pipelines (inthr) (inches) at Gun(psi} at H drant(hr.) Comments -Acres per zone
1
11 F/2Half
128
80
80
0.19
1/4
50
2.68
1.98
2
12Full
128
80
80
0.19
1/4
50
2.68
1.94
3
9Full
128
80
80
0.19
1/4
50
2.68
1.54
TOTAL ACRES
5.46

I
Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irri ation
Flow Rate of Sprinkler (gpm)
12.4
Operating Pressure at Pump (psi)
62.3
Design Precipitation Rate in/hr
0.19
Hose Length feet
XXXxOOCX
Type of Speed Compensation
XXXxOOCX
Pump Type PTO, Engine, Electric
Electric
Pump Power Requirement (h
NA
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
na
Dead End
na
Tee
na
Gate Valve
na
45 degree bend
na
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

.fx-
Sheet6
C
Narrative of Irrigation System Operation
This is a Wetted' acreage determination for an existing system. Acres used come from charts
provided by Dr. Evans, NCSU, BAE Dept. Grower operates zones as represented in this design.

Sheet?
CALCULATIONS
Sprinkler Specificatign
Sprinkler Type:
Sennenger 5023
Nozzle Size:
1/4
inches
Sprinkler Pressure:
50
psi
Flowrate(GPM):
12.4
gpm
Wetted Diameter:
128
feet
Sprinkler Spacings
Desired Spacing (%):
60
%
Design Spacing(feet):
76.8
*PVC irrigation pipe normally comes in 20' pleces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
80
feet
Actual Spacing (%):
63
%
Application Rate
i
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate =
0.19
in/hr
RLIa Time per Set
I
Run time per set = Desired application / Design application rate = hours
Desired app. (in.) =
0.5
inches
Run time per set =
2.68
hours
Mainline Velp- b
Velocity = .408 x Flowrate J pipe diameter squared
feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
4
inches
# Sprinklers Oper.:
'. 12
Velocit =y 3.79
ft/sec.
Maximum Lateral) ii]_gLEntrance Velocity
Pipe size:
2
inches
# Sprinklers Oper.;
2
Velocity =
2.5296
ft/sec.
Page 1
-4

Sheet7
Maximum Mainline_ Friction Loss
Lateral Used:
1#7
Total distance:
1200
feet
Friction Loss is figured using HazenMilliam's Equation
I
I
Friction Loss=
1.20
1 feet/100 feet
I
Max. Mainline Loss =
14.4'feet or
6.3
psi
I
Maximum
Lateral line friction loss is determined using the assumption that 3/4 of the Friction Loss
occurs in the first 1/3 of the lateral line
Total Lateral Length:
360
feet
# sprinklers on Lat.:
2
Frict. Loss at 1 /3 lat.
1.53
feet
Max. Lateral Loss:
2.04
feet or
0.88
psi
Total ynamic Head
I
Sprinkler Pressure:
50
psi
Lateral Line Loss:1
0.88
psi
Elevation head:)
0
psi
Mainline loss:!
6.3
psi
Suction head and lift:1
2.2
psi
5% fitting loss: 1
3.0
psi
TOTAL(TDH)
62.3
psi or
143.9
feet
Horsmenower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effecienc
Pump Description:
NA
Pum2 Efficiency:
NA
%
Horsepower Re 'd: INA
lHp
Page 2
St

Sheet7
Thrust Blocking 1 j
I
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
na
feet
Soil Bearing Strength:
na
feet
End Cap:
na
ft2
90 degree elbow:
na
ft2
Tee:
na
ft2
45 degree elbow:
na
ft2
Pipe Pressure Rating
Check
Pressure Rating
of Pipe to be Used:
160
psi
Max. Pressure on system when running:
62.3
psi
70% of Pressure Rating:
112
psi
If Max. Pressure on system is less than 700/6 of Pressure Rating, OK
Net Posijiyg $Uctign
Head Check
NPSHA:
18
NPSHR:
12
*from pump curve
If NPSHA>NPSHR,
OK
Page 3
r,) 1

60 3
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EMERGENCY ACTION PLAN
PHONE NUMBERS�G��y�o��
DIVISION OF WATER QUALITY (DWO) (,. l)? 3 3
EMERGENCY MANAGEMNc SERVICES (EMS) 3G
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RI=SOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should nor wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. T his plan should be posted in an accessible
location for all' employees at tile facility. The following are some action items you should
take.
1. Stop the release of was:as. Depending on the situation, this- may ore may not be
possible. Suggested responses to some possible problems are filed belwo.
A. L-=coon overlow-possible solutions are:
Add soil to barn to increase elevation of dam.
b. P;.rmp wastes o fields at an acceptable rate.
c_ Stop all flows to tie lagoon im.mediateiy.
d. Call a pumping vvntractor.
�. itilake sure no s�--ace water is enterinc lagoon.
B. Runo; j from waste application field -actions include:
a- Immediately stomp waste application.
d. Create a Temporary diversion to contain waste.
c. I_ncoroorate waste to reduce runoff.
C. =valuate and eii^inate the reasons) that cause the runo�,.
e. Evaluate the appiication rates for the fields where runor occun'ed.
C. L eEkage from the waste pipes and sprinklers-ac-Lion include: .
a. Slop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps`.
D. Le-akage from flush systems, houses, solid separators -action include:
a. Stop recycle pu...--.
b. Stop irrigation pump.
c- Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to ffowing leaks -possible action:
a. Dig a small sumo or ditch from the embankment to catch all
see02ce, Put in a Submersible pump, and pump back to lagoon.
b. ! f boles are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lacoon-
bo-C-Lcm as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste -reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish !tills, or property damage?
d. Did the spill leave the property?
e. Does zhe spill have the potential to teach surface waters?
f. Could a future rain event cause the snilf to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Con -act appropriate agencies.
a. Durfnc normal business hours call your DWL� regional office; Phone Aver
hours, emergency number: 919-733-39.4-2. Your' hone call should include: your
name, �acHIzy number, te!ephone number, the details of the incidentfrom item 2
above, zhe exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The correc-mve measures that -have beer:
under taken, and the seriousness of the sitution.
b. If spill leaves propeml or enters surface waters, call local EMS phone number.
c.• Instruct CMS to contact local Helath Department.
d. Comc_= . CEs, phone number - , local SWCD offl ice phone - -, and d local
�
NF.C: o Ifca for adviceltYchnical assistcnce phone number - -.
4. If Mc.-, of the above works call 911 or the Sheri,;'s Department and ex0lain you
prc;:1-=. ; t0 them and as{ the person to contact zh-= proper agencies for you.
5. Col ItcC- z� �e contractor of your choice zo begin repair or problem to minimize a<i-
site dc: n age.
a. Con �-�ractors Name:
b. Co. n _ractors Address
c. COn 'actors Phone:
6. Cor,tac; -,he technical specfaiist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: 4
b. Phone: i
7. lmPie.r;-;er Z procedures as -advised by DWQ and technical assistance agencies to
reC"wi-.y t;ie damage, repair the system, and reassess the waste manaoment plan to
keep Problems with release of wastes from happening again.
EQ

aL� /3' 4
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's :o Minimize Odor Site Spec Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is de-g—d and operated
sufncientiy to remove accumulated
soilds from as designed.
(E)^'Refncve bridging of accumulated soiids at
discharge
Lagoons.and Pits Crusted Solids () Maintain lagoons. satming basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a deoth
of no more than 6-a incites over more than
30'A of surface.
Excessive Vegetative Decaying vegetation (^aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative maser
along water's edge on imooundment's perimeter.
(Dry Systems)
Feeders =sed Spillage () Desig
n. ..berate ar,e mair.;ain fees systems
bunkers and troughs) to minimize the acct:^uiadon
%r Cecayl ng wastagy .
P� Clean up seiilage on a routine basis (e.g. 7-10 day
interval during summer; 1 5-30 day interval during winter).
Feed Storage ,accumulations of feed residues
()Reduce moisture acc;:.-;uiadon within and around
immediate perimeter of feed storage areas by
insuring crainage away 4. om site endiar provcirg
adequate containment (e.y., covered bin for
brewer's grain and similar high moisture grain
prcducs).
() Inspect far and remove or break uo accumulated
solids in `titer strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate iow area that trao moisture along fan=
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filtar strips around arirrii
holding areas to minimize accumulations of wastes
(i.a. insDec; for and remove or break up accumulated
solids as needed).
.11C—Novembor 11. 1995

Dry Manure Harsdling Aceumuladons of animal wastes () Remove spillage on a routine basis (e.g.7.10 Cry
Systems interval during surnrner, 15-30 days interval doing
wintar) where manure is loaded for land appicadon
or disposal.
() Provide for adequate drainage around manure swckp .
() Irtmpamar. for and rarnove or break up accumulamd wastes
in -filter stripes around stockpiles and manure hand&*
areas as: needed_
The issues checked ( ) pertain to this operation. The landownerfintegratnr agrees to use sound judgment in -applying
insect control measures as practical.
I certify the aforementioned inset; control Best Management- Practices have been reviewed with
me-
v.
6., L
(Landowner Signature)
For more information earrtae.2'te Cooperative (Extension Service, Department of Entomology. Box 7613,.North Carolina Sate University, Raleigh, NC
=7SSS-7613.
xMIC—November 11, 1996

aki/3y
SWIN:= FARM WAS1 C MANAGcMRNT ODOR CONTROL CHECKLIST _
Source Cause EMP's to Minimize Odor Site Spec Practices
ran no�oou
zwine proaucuon
Or wooaed buffers;
�(jevOgeLacve
!q Racommende,-' best management
pracmcas;
WeGood iuccrnent and common sense
Animal body surfaces
Dirty manure -covered animals
() Dry floors
Floor surfaces
War manure -covered floors
US arrad iaors;
() Waterers located over slatrad floors;
() Feeders at high and of solid floors;
(] S�:aoe manure buildup from floors;
{ rn -foor ventilation for drying
Manure collection pits
Urine
( requent manure removal by flush,,
recharge,or scraoe
Pariral micorbiel decomposition
(1YI-Inderfloor ventilation
Ventilation exhaust fans
Volatile gases;
() Fan maintenance;
Dust
() Efficient air movement
Indoor surfaces
Dust
Wasndown between grouos of animals
() Feed additives;
{) FFaeder covers;
(qf reec delivery downscou; extenders to
feeder covers
Flush ranks
Agitation of recycled lagoon
() FIUSn Lank covers
liquid whiles tanks are filling
() Extend fill I1n05 to near boiiom Of
tanks with anti-sinnon vents
Rush alleys
Agitation during wastewater
() Uncerfloor flush with uncerfloor
conveyananee
ventilation
Pit recharge points
Agitation of recyciea lagoon
() xand rechard lines La near bottom of
licuid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
() Sumo ZanK covers
and drawdown
Outside drain collection
Agitation during wastewater
4.}-,Erl)x
or junction boxes
conveyance
covers
End of drainpipes at lagoon
Agiradon during wastewater
( Errand ciscnarge point of pipes
underneaur lagoon licuid level
Lagoon surfaces
Volatile gas emissions
( Proper lagoon licuid capacity
ciological mixing
() Correct lagoon star o procedures
Agitation
(�),tM�inimum surface area -to -volume ratio
(ir M+rvmum agitation -non pumping
() Mecnanical aeration
() Proven biological additives
rrigation sprinkler noes
Hign Pressure agitation
{ Irri ate on cry ry days with little or no wind
Wind draft
( ) Minoimum recommenced operation pressure
34015-urnn intaKe near lagoon liquid surface
( ) Pumo from second -stage lagoon
�,titOC-NOvembar 11, 1996

Storage rank or basin Partial microbial decomposition
() 8ortom or midjavel loading
surface Mixing while rifling
() 7aru covers I
Agitation when emptying
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition
() E- tend drainpipe oudets underneath liquid
Mixing while filling
level
Agitation when emptying
() Remove settled scj;ds regularly
Manure, slurry or sludge Agitation when spreading
() Sail injection of --jury/sludges
spreader outlets Volatile gas emissions
()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions wiyie drying
() Soil infection of siu try/sludgos
or sludge on field surfaces
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition
Proper disposition of carcasses
Dead animal disposal Carcass decomposition
() Complete covering of carcasses in burial pits
pits
() Proper location/construction of disposal pits
Incinerators Incomplete comoustion
() Seconcary stack burners
Standing water around Irrnorooer drainage
[ Grade and lan- ds ao_ such that water drains
facilities Microbial decomposition of
away ;rpm faeifit;es
organic matter
Manure tracked onto pu�,iic Poorly maintained access roads f) Farm access road m-ainrenance
roads from farm access
Additional Informatiort:
Avauable From:
Swine Manure Maragerner c2oo Rule/eMP Packer
Swine Production Farm Potential Odor Sources and Remedies, ESAE
Fact Sheer NCSU-..:.untyExtension Canter
Swine Production FaciiizY Manure Management: Pit,Recharge—Lagoon Treatment; E3AE t za-aa �� ��r
N
r.,=
Swine Production =aciiiry tAarure Management: Undericar Ruse —Lagoon Treatment; ESAE I Z3_Z3
C:SL
NaU -3..c
Lagoon Desig and Ntanagernenz for Livestock Manure Trearment and Storage; EBAE 103-a'3
NG"a L-2A=
Cafibration of Manure and Wcstewater Application Equipment; ESAE Fact Sheet
Controlling Odors from Swine ?,uildings; PIN•3S
NCatr�,�
-
=nvironmenral Assurane Program: fVPPC Manual
NCSU-Swine Extension
Options for Managing Odor, a reporr from the Swine Odor Task Force
NC Pork Produces Assoc
`Juisance Concerns in Animel Manure Management. Odors and Flies; PRO1
_
nicaltiorm
O7, 1 995 Conference Proceedings noCnda Coopenvive Extension
-he issues checked ( ) pertain to this operation. i ne landowner/integratcr agrees to use sound judgment in applying
)dor control measures as practical.
certify the aferemer.toned odor control Best Managment Practices have been reviewed with me.
ima
(Larncowner Signature)
1OC-iNovemoer 11. 1995

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
71 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
© Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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 by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
ignature of Farm Owner/Manager
,/_ /�-r,�
Signature of Technical Specialist
Date
Date

OMER4TION & NLA_r4`=, —A.NCE PLAN
Pr0P_ �= IS-een liquid Should be a ye --round" priority. It is e.vL),-
_: y
1nM_ Mnz: co manage levels so trot You do not have problcros during e.'Cte.']dcd rainy and
wesperiods.
M2-ximm= smT?.,c e �acity should be v la
available in thgoon for petods when the -
riving czop is dormant (suc:' as wiatertzne for b nudag--,ss) or when the.Y arr:
ex=de;i. —�:ny spells such as the thunderswzxrc _,, vn, in the suzrmerdme, This memr
that at fife sifts ❑I eland nr,+tii in the late.- u�interleariy SD , IP, irrigmoz ar,' ng bo
a f=m t6z5, rm= ement plan should be done- whe.-icver the Land is dry enough to
re::! ve 12-- r liouid. This will m-ra L d sara�e soacu available in the lagoon form r=w=
periods_ In the lase summe:lerrly L111. the I,-- t mould be pu.-nved down to theIow
r�(sew :gee'-1} to allow forwmte-, store; Every e.'zort should bed to
?n rab tre lagoon close to the rl_in urn liquid lwei zs •lon." the weath--r and. v,
utiii;m icrr nl= will allow it
�-
Waiting- urn the lagoon hzs r__; r its maxi.-rur. storage capac,ry before s-zz4z n; to
irrigar= dog not I0-ave room forstomp excess w•a:U= during e.:7.ended wet -periods. _
dve=iow -ft7om the Iagvori for ary rerson exce-oc z 2-yea.:, 2-" hour storm is 4 v'ioLmm or
state law and subi-.t to pw:z!y argon.
The rotmt -e _ - n-,r ncr of a 11
_acccn involves the o i iowin :
-mte:,aac�, Or a cove_ _or darn.
=•eSO'1e Or cOr",mon OW=,nucayg.-ss L'r u`l� IIIOs" C�iii �01 Vezet =V-
ravers. Tn v e:z o should be few T7+� p��� Y to
ice. VC rr� n l _ _ I ...rw. Y�.+-.r' 31. ilw.r�.
is ML'2 a.vicorous stud. The zmount or re<•-~ z -lied szau!d'oe
6 t5'.'�. on a 5`w.;-_ bui. Li the eventt.,= it iS no- vTcCLIr 11 t0 00T--r'"?
L SOUS WE =.�...�..v4i :r the lagoon tiiiLbank�wi:L .� d s'urzmurldinj'�..' C_.S
should be fe. "'T�,: wit, 800 pounds err accm of, 10-10-10, or
ecuivalsnt.
3rash and on -tee e ubanhM_ :t nLsr be c0z-_--011ed. T"nis m av be
cane by mowin; swpraying, wing, c = nQ, 07 a combination or
t`t4se oacdcec. Th*s should be- done at list once a year and
cssioly twice in yez-s t::.at weathe corcitons Zr__ favorable for
hen- y Vegetative r, ow di.
NOTr• Ti ve e---..:ton is oontroll: by mmzying, the he.-biczde -. ice not be allowed to eat=
theelagoon chertic 15 c;iuld harm the bact=i in 4':e lagoon that:ur c=.ting
the was'.w.
Maint. =c'z '- =s =dons or the enr;-v lagoon should be: r:.ade d,._,;na the initial h11in; of
e lag
oon and a* Imst monthly a*id arm rna}or r�ir. ?.l and sto=... events. Ite,:ns to be
chewer should izcGu'de, as a. I"i1TIILz'.3.iI, the followi-mom
Waste Inlet pig, RwycUnc, Pipes, and Overflow Pjues—look for-
separation of ioinrs
=- clacks or brC
accumuLadon Of salLS or rrrin;.^'�lS
Overall CondiOf Dime

3 u134
Lagoon suriac.°—look for:
1. undesinable vegetative growth
?. floating or lodged debris
Embanlcnent—look for.
1. se.g1C.nent, c;acldng, or "jug" holes
?. side slope sbiliry--slumps or bulg=
J . wet or dorm areas on the back sloue
Y. erasion dui to lack of vege"tion. or as a result of wave action
. rodent dame
Larger 1.2--aons may be subiect to Iffi= damage due to wave- action caused by s10IIa,
winds. i nese waves can erode the lagoon szdewalls, they weabrunc the lagoon dam -
A goad rm- d of vegetation will redu= the poteuual damage caused by wave at- ou Ii
wave action causes serious damage to a lagoon sidewall, babes irr tbe.lagoon• may be
used to rc�d=t7 the wave impam.
Any of th=e features could Iead to erosion and weak.,-=- c,ZDI of the dam. If your boon has
any of the features, you should c Il an agoroprx.axe e.�-oerr lamilinz with desien aud
consc.ucttioa or waste lagoons. You may need to provide a:rroorary-nx if tf2e.ro is a thzeat
Of a WastY rs,-harge. However, a permanent solution should be: reviewed by the
tecl7n ems- any ai;gn, ? ca a lagoon dam with n�vrY ewuiment is a sera
under -mug w Lh ootezdaziy set- pus conseauenc�s acid should not be conduc•:&,I u..ess
re co �e :ced by an apnropriart = .-jdca! ewe--
Trznsfer Pumps--s e: k for proper operarion of
1. re: vcli.^.a o=os
?. irrsadon numbs
Check- for { ems, loose fir�L-i,s, anal overall purro ape;arion. ? rt unusually loud or
ceding
noises, 07 2. 1r- e amount of vibi An, may Indian that- the :)L= is in nil or r,� or
revlac:.m,e._._ - -
NC=: •- u-zg systems shouid be L--izp ,-ted and �a=uently enoua': so tint you.
are not rarz1er'y "surpnsed" by equipment fzuurQ. You should perform yourpumoing
system at a Ea,-;ce wine . your lagoon is at its low I se?. This wilt allow same
safety Luse should major repairs be =uir. d. Having a nearly fall lagoon is not the time
to tl�iak about switcaing, repair-ag , or borrowing pumas. Prubabiy, it-" yourlagoon is full,
yoitrne=ghDa�s lagoon is fell also. You should consider maua=dningan inventory of spate
parts or, vLL=—. s_
Surface watt-, dive -Mon features are designed to ca-,T all surface
drainage war&- -s (such as rainfall runof, roof &ainage, gutter outlets,
and parting lot runoff) away from your lagoon and other waste
L-...uneIt Or- srorr¢e suuctures. The only wat.._— thax should be
Coming from vour lagoon is that 'whic.h cornea 1�orn yourflushing
(w'asbm-) 5Y5tern PI= and the rz._r--1 trthattl
ahits = lagoon- dire :Iv.
Yvu.should insoev; your diversion system for tlrze following:
1. adecua to vegetation
2. diversion canacity
3. ridge be: to height

Identined amblers should be carrect;.d promptly. It is adviL-m-ble to ins-- voui system
du-dnC, Or' immediately followin; a heavy rain. If t=hnirw I assiscancs is n�:
dire^ -mine proper solutions, consult with appropriate exxpe: s.
You should r�.�.ord the level of the lagoon just prior to whea rain is predic,--4, zr:d than
z=ard the level again 4 to b hours aftexr the rain (assumes the.-r is no pum*g). TYS will
dive you an idea of how much your lagoon level will rise with a certain r�inrail amount
(you m.us< also he r=rdin; your rainfall for this to wor-k-). Knowing this should h--TTo fir
plannizr i�igation appl.icacons and storage. If your lagoon ri= excessively, you may
have an irnlow problem fan a surace waxer diversion or there may be seepaje into the
lagoon frorn the surrounding lend.
Laboon- Operation
Startup:
1. Immediately after construction establish a cor.�ulete sod cover on bale soil
surracrs to avoid erosion.
2. ill new lagoon d. riCn treatment voaurne at lea -sr half Full of wz be:ore
waste loading becins, talting care not to erodw i it ing or bang slopes.
Drainpipes into t e :goon should have a txibl� piue exw:7cer oa
end of the piue to rscnzge near the; Batton of t:-�e lagoon
x�Iin� or an=t- - ezz!s o; slowing tht inconrdng water to avoid gran of
tht lEing.
4. tivnen possible. besia loading new lagoons in the spring to nay�
bac:Y:za1 est Lsh::.ect (due to wanner wea drier).
5. it is re; omme^de:: �!E: a new lagoon be seed-^ with sludge iron a b +ihy
v406d ". swine 1400z, In the amount o- 0.?5 per:.e.Zt o`' the r'L1Aa-- �n
LTouid volume. T_s se:aing should cc -:our at least two w=ks utic: to the
addition of
6. = rain a pe.-:L .,c c+ eclon the lagoon liquid DH . If the pH falls bestow
7.0, add aghcuia,.,---1 lime at the r� of 1 pound Der 1000 cubic r,= or
lagoon liquid volume until the pH rises above 7.0. Optimum lacoon l cliid
uH is between 7.5 and 8.0.
7. A dark color, Iack of bubbling, and excessive odor signals inadecys.,2
biological activity. Consultation with a tec-2-ir1.iC41 soe:.ialist is r=m nended
if'these conditions c..c ur for prolonged periods,
se: son. esuev.ally during .e w—
Loadbigg:
The maze fLqutridy and regulariv that wastewater is added to a lagoon, the be= -;he
lagoon wi.1-? r-1.sicMon. Flush systz ns that wash waste into the Ia-goon several times d,=11v are
optimum for wCnezt. Pit sysr~.ns, in wh c:h one or more buildings air
and recharged. �cti day, also work weal.

Practice water conservation—mir irrii= building water usagA and
spillage from ImI ng wararers, broken pines and washdown through
prober maintenance and water conser-vaaon.
Minunize feed wastage and mi_Ua e by k=ping fevers adjusted. This
will reduce the amount of solids entY�Ing the Ia.-
Maintain lagoon liquid level between the per==ent storage level and
the Hill 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 daze in the spring based on
nutrient requirements and soil moisture so that -temporary storage
will be mzXzmized for the summer thund=t.orL7, se; son. Similarly,
L igare in the Iate summer/early fall to provide maximum lzoon
storage for the W-inm .
The lagoon Lcu,:d level should never be closer ulaZl 1 root to the lowest
point of the dazi or ernbaxi: meat.
• Do not our-:o t` fe ,-_COor, liquid levei lower tia= the pe.-Tnanent smrzz-
Ieve; unless VOL, ter' .emovina Sludge. - -
Locate Loa: -jump, ;vlakes at roxinIatA{y 18 inc es underneath the HcLid
=iace and as iar away from the drr Ln-oi3e Lc^.iwS as possible.
Prevent additions of bedding mate-:2 S, Iong-s .-nm- d. forage or-ve a=don,
molded med , Wasac syringes, or other fore4. into the Ia_oon.
Frequently remove solids from catch basins a end of conftemeat houses or
wherever ti7e;� ar-r izs�Iled.
Maintain s". ve,e--don, rodent, and varmint control near lagoon edges.
Do not allow tr-..s or Iar;e bushes to a ow mi IZaon dam or embaa�=eat
Remove sludge fmm the Iagoon either when the sludge storage capacity is
foil or before it Ells 50 percent of the pe-.mane:-:t s-,o a volume.
if animal vroducdon is to be terminates, the owner- is responsible for
Obtaining and i=lemeatng a closure- pia.--1 to e-;mi ,,am 6e possfbiilw. of a.
pollutant dischlaz-i-t.
SIudge Removal:
Rate of Iagoon sedge buildup =, be reduced by:

33 J3 w
proper lagoon sizing,
mechanical solids Separation of flush
gravity sett.Lin.7 of slushed waste solids
minimizing feed was -age and spillage.
was r,
in an appropriately designed basin, or
Iagoors sludge that is removed an.*tually rather than stores long term will:
have more nutrients,
have more odor, and
require more land to properly use the numeMs.
Removal t_-mruaues:
Hire a custom amlicator.
the sludge and lagoon licTtdd with a chopper-agitatorimpelIer
pump through Iarge-bore sprinkler7ia-a
: idon syste:n onto ne *hv c.ODlaad;
and soil incoraors-ze.
7ewate. the tt ;par-: of lagoon by L ig don onto nearby crooiard or
o�Ggelanc; :-pie :e.;:a sing sludge; pum.v into liauid sludgA a.pLc�:_ haul
and soreac orto c:apiand or fomge and; and sou ?nrorwrzze.
7e,yater the o: gar-: or lagoon by ?-gztian onto ne:rhv c:;,,i:d or
-rae:annc:sludge fi,om lagcon wiEh d -one or slud, a'v' ;t: be=
ti � eta beside
f v -J -• .+��
.sic...aCoon to recsive the sludge uids can d
s❑ UIa" liq��;: bark
ito lagoon; allow siudQe to dewa.ter-, haul z -d =Mad with maru;--e sor,.d
o:rto cropIMG or:Oz g" rld; and soi
Regarciess of method, you ,I:;:st'lave the sludge n:ater_a= u lyzed for was--
constituen1c jL_ as you would your lagoon water. T-ne siudze will contain
nutzi=4 and r.:e=-1 values Dior, �e liquid. T-ne application c_ the sludge to nelds FUi -be
Limited 'vy these nutrients 4s weir as anv previous waste apviw�ons to that neid azd =v
reau=enI=t~ Waste applic don sews will be discuss _-:: in Cep in Chanter 3. -
Whe:z re.�zvving sludge, you must also pay attention to the �nr:- to prevent dame. Glace
atterztiva by the pumtae: or drag-dlle operator will ensure the the Ia�aon line: re: -,tzs
intact. IFyou sw soil: mat.-;ial or the synthetic liner material be�_= disturbed, you should
stop the ac viry immediately and not resume until you are s-L-e that the sludge can be
removed widiout' liner injury. If tle liner is daxnao'ed it mus: be repaired as soon as
possible.
Sludge removed =rom the Iagoon has a much higher phospnon.s and heavy meta contmt
than liquid- Because of this it should probably be anpued to laid with low phosphorus
and me aI levers. as indicated by a soil test, and inc�; ,,orate^. to reduce. the chance or
erasion_ dote that if the sludge is 2opjled to fields WiL�I ve;31 -� soil -test ohosabc:, it
should be ap�li... only at rates tic ,ti to the crop re-noval of orosohorus. As wi[Z vtha-
wastes, always have your lagootz sludge analyzzd for its nu�:_ent value.
The applic:='oz of sludge will L'Ic::� .e the amount or odor at the waste analicadon sit--
F.xtxa m t:tiatr should be used to observe the wind diiectio,- z--Id other conditions which
could incr.--se the concern of rieia ;boys.

34/34
Possible Causes of Lagoon Failure
Lagoon fauures-result in the unplanned discharge of wastewater fr❑m the struc-nze Types
of failures include leakagge through the bottorn or sides, ovetmppin -, and breach or the
dam. AsSrim ng proper design and construction, the owner has the responsibility for
ensUring sriucni= safety. Items which may lead to lagoan failures include:
Modiucadon of the lagoon strucaum an ex.mole is the plac--.nmt of a_prge
in the dam withoutpmper design and consrru=on. (Consult an a-=rin'
lagoon design before placing any pipes in darns-)
Lagoon liquid levels —high levels are a safety risk
Failure to inspect and maintain the dam.
. Excess surface water flowing into the lagoon.
Linerintegriry—protect from inlet -pipe scourging, damage during s udsW
removal, or rapture from lowering lagoon Iiauid level below gmuadt� ,.-
table.
NOTE: ?= lagoon water is allowed to overtop the darn, the -, owing ware: wit str:n case
-u!Jies to form, in the dam. once this damage sue, xt can auiciIy cause a lz Ce dis,::,ar;e
Of and Dossible dam pure.

IA
Operator X. Burke
C. Anty:
Sampson
Distance to nearest residence `other
than
owner) :
1. AVERAGE LIVE WEIGHT
(nLW) ; .,
0 sows (farrow to
fini >q)
x
1.41.7
lbs.
0 sows ( farrow to
feed r)
x
522
lbs.
0 head (finishing
only
x
135
lbs.
0 sows (farrow to
wean Jill
x
433
lbs.
2600 head (wean to feeder
x
30
lbs.
Describe other .
i
Date: 10/19/94
1500.0 feet
- 0
1bs
0
1. b s
0
l b as
0
lbs
-- 78000
lbs
w3
Total. Average Live Weight = 78000 lbs
R. MINIMUM REQUIRED I MM I ME•hi r VOLUME; OF LAGOON
Volume -= 78000 lbs. ALW x Treatment Volume: (CF)/lb,. ALW
Treatment Volume (CF) / lb. ALW 1
CT=/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume - 0.0 cubic feet
4,. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
155.0
Inside top width (feet) ----------------------
120.0
Top of dike elevation (feet)-------------------------
100.4
Bottom of lagoon elevation (feet) ------------
89.4
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ------------------
3.0 1.
Total design volume using p•ri.smoidal formula
SS/I: NDI SS/I ND'r.'.y SS/SIDEI SS/ SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 189. 0
114.0 10.0
AREA OF TOP
LENGTH at WIDTH ==
189.0 1.14.0 21546 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH
IE9. 0 54.0 fa` 66 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
159.M 84.0 53424 (AREA OF MIDSECTION * 4)
CU. FT. CAFiEA TOP .+•I (4*AREA MIDSECTION) + AREA BOTTOMS DEPTH/6
21546.0 53424.0 6966.0 0 1.
Total. Designed Volume Available = 1.:36560 CU. FT.,

�
' t
��y\y
-/ Q
i
�\
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA: |
Lagoon (top of dike)
Length * Width =
m�
195.0 120.0 234�"p.0 square feet
Buildings (roof and lot water)
| 0.0 square feet Describe this area.
|
.
TOTAL DA 23400.0 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 = 78000 lbs. ALW/135 lbs. ALW w 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 13650.0 cubic feet

i
5D. Volume of 25 year - 24 hour storm
Volume w 7.5 inche / 12 inches per foot * DA
Volume == 14625.0 cubic, feet
TOTAL,. REQUIRED TEh1t=ORAfi STORAGE
5A. 19 48 cubic feel:
B. 10 cubic feet
5C. 1300 cubic feet
5D. 14 25 cubic feet
TOTAL_ 47 23 cubic:: 'feet
6. SUMMARY
Temporary storage period=--____~,.:__.=_.=-_--......._==> 180 days
Rainfall in excess of e'vaporati.on==-======> 7.0 inches
25 year - 24 hour 7.5 inches
1.0 feet
Side 3.0 . 1
Inside top 195.0 feet
Inside tap width===--==== ===.====== ===--=====> 120.0 feet
Top of dike 100.4 feet
Bottom of lagoon elevati.on====-==========__-•==> 89.4 feet
Total. required 125323 cu. ft. �
Actual design 136560 cu. ft„
Seasonal high watertable elevation (SHWT)=•==> 95.0 feet
Stop pumping 98.5 feet
Must be > or :.. to the SHWT elev. ====::::=='-====> 95.0 feel:
Must be > on == to min. 'req. treatment el.==> 95.4 feet
Required minimum treatment volume===w=-=== ====_==> 78000 cu. ft.
Volume at stop pumping elevation==============-=:=> 81429 r_c.r. ft.
Start pumping 98.4 feet rc
Must be at bottom of freeboard i( 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==-=> 121935 cu„ ft.
Volume: at start pumping elevation----) 115911 cu. f't.
Required volume to be puml:red--__::::_____::_-:-:-:::_:::::=> 32698 cu. 'ft„ �c
Actual volumes planned to be pumped======•=•::::—=> 34482 cu. ft„
Min. thickness of soil liner when 'required-__> 1.6 feet
7. DESIGNED BY: APPROVED BY-.
9
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
(,Of"1ME::NTS:

4/?-------------- 1-r ...._.._.»_.._..--___.._._
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 tepporary {storage) to be reached may vary
due to site conditions, weathOr, flushing operations, and the amount
of fresh water added to the sistem.
The designed temporary storage lconsists of 180 days storage 'fo'ry
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 2 pear -- R4 hour storm for the location.The volume of waste generated !from a given number of animals will be
fairly constant throughout then lyesalr and from year to year, I:rut, excess
rainfall will vary from year A, year. The 25 year raain'fall will not
be a factor to consider in an annual, pumping cycle, but 't.hi. storage
volume must always be avail.ab e.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building (ss) . If the outlet piper is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these~ two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is 'recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It: is strongly recommended that the treatment lagoon be pre
charged to 1 2 its capacity to prevent excessive odors during
stair't...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 ::of't:e'r initial filling.
R. The attached waste utilization plan sshalll 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 s the elevation n 98.4 et'::s marked by permanent marker. Stop pump
out when they fluid l.everl reaches elevation 96.5 . This temporary,
storage, less 25 yr- 24 hr storm, contains 3fa698 !_ubil'_ feet or
2445Sc gallons.

qq h ec�mmer�d� maximum a►�o�n�c t� ask` �r�r ��rlp��t�ar7 is
;' 1 tir"re �1� �nc an � recaramen a �atx mc.c � zca do a► � is �.
inch per hour. Refer to the waste-:ti.liaation plan for further details.
5. Keep vegetation an the embankment and areas adjacent to the
lagoon mowed annually. Vegetati.onlohould be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or are,a� damaged by rodents and
establish in vegetation,.
7. All surface runoff is to be diwirted from the lagoon to stable
outlets.
B. Keep a'l minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent o perennial streams. Waste will.
not be applied in open ditches. D not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right--of-ways.
9. The Clean Water Act of 1777 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

b/ SF'L:C::II::;If::A'TIf:i1�15�INf]F�WC:C]Idf�^T'1T�CJf�;�'IUI�O�C3��..,.iJAS'T'�:Y'T'{"�tf=A'fl�l�.hiYr_LAGOUId:�
F"OUNDO TICJN f'F�I:!'AF�fa'T'l:i:Jl�lol
i
The •f0undatio1•1 a-rea of the lagoon eamba�Ikment and building pad shall be
cleared Of trees, lords, stumps, -roots, I brush, boulders, rod and 'rubbish.,
iatisfacto'ry disposition will. be made? OT all deb-ris. The topsoil from
thc:7 1.,Ar4CIC.IrI arld 1:)<.Ad ar:N.X ShOUld be st•ri 1"'e'd and sstocl.piled 'fca'r LASe 01.1
the cl-i.kc•? and flaci are,t s. Afte-r strippi. c4, the? •founclat:i.on a•r,ea of the
lallo0n umbanl;11ent and bUildil-q pad sh<a 11 be thoroughly loosened p-ri.or
•to p:I.aci.ng the fi.rst :Lift of -fill. mcatel'ia.1 to get a good bond.
I: Xt::fT',1fT'1 IC;JN AND IrAF:T'F•Il�.:E:I...I... F11 0CrE11ENT
'TI'Ie com131.eted excavatic:,n and ear•1;I.1fi1.11 =shall c01-1forAl -t() the 1.i.I-)e?s,
g•rac:lers, and elevations shown oil •t-he? plans. Earth f i l l material sha:1.1.
I:?e •f'rS• e (if such as Sod, •roots, frozen <7soiI, istoners ovC•r
inches vi.-i1 cl i.ame?te?•r, and othe-r objectionable..) mateari.al.,. TO t:tic:r extent.
they vre ssui.-table, excavated mate-rials c-gin be w.-,ed as fill. 'I'lle fi.1.1
sl•1a'11 be L'r•f'ot.lght up in approximately horizontal layers not to exceed 9
inches in thickness when loosc-A sand prior to compaction, 1a�ach :Layer
will be compacted by complete coverage with the hauling and :p-reading
equipment 0r standard tamping rol.le'r o•r other equivalei -it method.
Compaction will be considered adequate when fill material is observed
-to consolidate to the point that settlement is not readily detectible.
NOTE' THE: SP'EC.I:AL_ REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SI"IEC:Ii ICATION. fhe embankment of the lagoon shall be
installed using the more imped'rviCMS materials from the required
excavations. Caonsst•rur-ti.on of fill heights shall include 5 percent fo-r
sett1.e?merit, Dil•:.es ove-r'' !.", feet in height and with an impoundment
capacity of 1.0 ac•referat or mores -fall under -the ju•r'iSdiction 0f -the NC;
Dam Safety Law. The height is defined as the difference, in elevation
from -the col•Ist'r`Wtcyd height to the downstream toe of the dike.
I••'•re C al.lt].c:? IS SiIia1.1. be tatl•'.e'll ClU•C':I.rlg (:`(:?1d'.eit'f`l.lC't:1.C71'1 to p-revent a xce-7r.Ynive
e-i, ifsiorl and s:;edimenti..0":LO'il„
L.IIII:::R THE:: r'11:N1:1*1+1N R1:.C4t.Jl:"-ED THICKNESS SHAI_.L_ DE: 1.6 ft.
1,10 TI::: N L 'I: INE::Fl:`ra (F'AR"(1: 1I._ C:)h FULL) ARE RE:C7LJ:CRE::D WI.1I:::IA THE ATTACHED SOILS
T.1�{VL:: T 1(afa .Lt.JiI 11"f'C•1FiT fi(.J :LI'iT}l:C:f 'T'E= OR WHI_-ICI UNSt.JI'T•ASI.-E: :F.f:i
E::I�IC:;(JRJtI"CE::FtiE:1) DURING CONSTRUCTION. STRUC:TI ON. A TYPICAL.. CROSS SEC:IJON OF' •T'1"II::: L..1.NE:Fti
I3 1:NC:L..UC}I::D IN WI-11:,N I...A',Nl.*RS ARE REQUIlUE-D BY THE SOIL_; Fil�:I�'C7h7',.
WhS:?1'I a-reas of S. visui.tatA.e? mate-rial. Fire? F.MC`S M')te'('Q- CI, thC.?y Will. bt- C-AVVI•r-`
"finish i 'rac:le? -to the specified depth a?3 illeaS11red
1:1e?rfye?rlcl:i.ce.cl.G1r to •(.:he fi.rli.sl•1 clracle?n I'llC? fDU)ICI.1t:i0Il Shc.—k11. bL� L�ackf1.A,ICd
as s--pec:i. •f i.ed to 11rac:Ie w:i.'th a ;3(:;S a1)laroved (i.e --
f�EF7[-:'R TO THE' '301 I.-S INVES'T I.GATI(.JN IIIF ORVIA••f ION .M •THE:: PLANS FOR SF'EKCIAL..
CC 1-1S I:X)E::RfTTT.C:1N,1:)

;coil liner material shall come from an A?p-roved borrow area. The //_Y
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture gontent when the soil is kneaded
in the hand it will. form a ball. which dots 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 theP soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 7 inch lifts and
compacted to at; least 90 percent: of the maximum ASTM T 698 Dry Unit
Weight of the liner material.. When smooty or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift. i
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 ion process. For most clay soils, a tamping or sheepsfoo•t
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:
--------------
Fl cutoff f trench shaal.l be constructed under the embankment area when
shown on a -t.ypical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
s..
VE::(: ETATIONn
All exposed embankment and other bare constructed areas shall be seeded
to the planned -type of vegetation as soon as possible after construe
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will. be 'removed to as minimum
of 10 fer.:,,t beyond the outside toe of <sloi�e of the dike. The the
trenchshall bebackfil.led and compac�tecl with good material such as
SC:, Cl_, or CH,.

/l
-----�----~~-��-�~-�-- /`�
' AREA TO BE SEEDED: 2.0 ACRES ^ i
\
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBG./RE
(BEST SUITED ON CLAYEY OR/ WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 i TO NOVEMBER 30
FEBRUARY TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE1 kNURSERY FOR FESCUE)
�
|
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT| 60 LBS./ACRE
(SEE FOOTNOTE NO. 1) |
SEEDING DATES: MARCH 15 T JUNE 15
0.0 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.