820179_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 Permittee.
1. Farm Number: 82-0179 Certificate Of Coverage Number:
2. Facility Name: N&J Butler Pi-_ Farm
3. Landowner's Name (same as on the Waste Management Plan): Nelson Butler
4. Landowner's Mailing Address: 683 Odom Rd
City: Clinton State: NC
Telephone Number: 910-564-4085 Ext. E-mail: nelsonbutleni intrstannet
5. Facility's Physical Address: 691 Odom Rd
City: Clinton State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Nelson L. Butler
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:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Presta-,,e Farms Inc
Phone No.: 910-596-4204
Allowable Count
3,040
AWS820179
Zip: 28328
Zip: 28328
OIC #: 18360
Dry Poultry
Other Tvnes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr.
Non Laying Pullet
Layers

ROY COOPER
Covernor
MICHAEL S. REGAN
Secmwy
LINDA CULPEPPER
Dim1t©r
.01 yp
m�
NORTH CAROLINA
Environmental Quality
February 27, 2019
Nelson Butler
N&J Butler Pig Farm
683 Odom 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 https://dgg.nc.00v/about/divisions/water-resources/water-quality-reeional-operations/afo 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 -Discharge General Permits you must submit an application for
permit coverage to the Division. Enclosed You will fin a "Rouest for Certificate of Covcragc Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April & 1019.
Please note that You must include one (1) cony of the Certified Animal Waste Manaument Plan (CAWMP) with the
completed and sinned annfication form. A list of items_ included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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 - AWS820179
Prestaee Farms Inc
North: Aro aaDspartmerto Envroim*nta Qua t. ( Dvsonr;fWsts,Rssoiirds
512 N. us scup• St. 11SSc Ma Sery :�-_ Ceiter I Ra e gh, North Caro na 27ERa-1SSS
9197 7 _W_M0

13. Waste Treatment and Storage Lagoons
(Verify the following information is accurate and complete.
Make all necessary
corrections and provide missing data.)
Estimated Liner Type
Estimated
Design Freeboard
Structure
Date (Clay, Synthetic, Capacity
Surface Area
"Redline"
Name
Built Unknown) (Cubic Feet)
(Square Feet)
(Inches)
l
1-'3-•15 G LN�
It*
19.00
1
Ig
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
/. The most recent Waste Utilization Plan (WUP), A ned bN the owner and a certified technical s vecialist, 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
15. 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]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal exe 3tive officer of the corporation):
Name:_ Title: _
Signature:
Date:
Name:
L Z'6
� C,V
C--
Title: O ZV25
Signature:
Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Producer:
Name of Farm
Location:
Phone:
Type of Operation:
Number of Animal:
Storage Structure:
Waste Utilization Plan
Nelson & Jerry Butler
N&J Butler Pig Farm
383 Odom Road
Clinton NC 28328
910-564-4085
Wean -Feed
3040
Anaerobic Lagoon
County: Sampson
Method of Application: Irrigation
Amount of waste produced per year: 1284 ton/year
Amount of plant available N (PAN) produced/year: 1459 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water 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 the 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.
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
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. In some cases you may want to have plant analysis made, which

N&J Butler Pig Farm
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No. Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3673
1A
Blanton
CB -Pasture
3.4
50
1.38
235
MAR-OCT
170
3673
1A
Blanton
os
1
50
1.38
69
SEP-APR
50
3673
1 B
Blanton
CB -Pasture
3.4
50
1.11
189
MAR-OCT
170
3673
1 B
Blanton
os
1
50
1.11
56
SEP-APR
50
3673
1 C
Blanton
CB -Pasture
3.4
50
2.20
374
MAR-OCT
170
3673
1C
Blanton
os
1
50
2.20
110
SEP-APR
50
3673
2A
Norfolk
CB -Pasture
4.6
50
1.07
246
MAR-OCT
230
3673
2A
Norfolk
os
1
50
1.07
54
SEP-APR
50
673
!3673
2B
Norfolk
CB -Pasture
4.6
50
2.28
524
MAR-OCT
230
2B
Norfolk
os
1
50
2.28
114
SEP-APR 1
50
Total 8.04 1970 lbs.
Available Nitrogen 1459 lbs.
Surplus or deficit -511 lbs.
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.

N&J Butler Pig Farm Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. Th(
sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or
other elements. Your production facility will produce approximately 219 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 1094 lbs. of PAN to utilize. Assuming yo
apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will neec 4
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 9
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

N& Butler Pig Farm
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
3673
1A
Blanton
CB -Pasture
0.5
1.0
3673
1A
Blanton
os
0.5
1.0
3673
1 B
Blanton
CB -Pasture
0.5
1.0
3673
1 B
Blanton
os
0.5
1.0
3673
1 C
Blanton
CB -Pasture
0.5
1.0
3673
1C
Blanton
os
0.5
1.0
3673
2A
Norfolk
CB -Pasture
0.5
1.0
673
!36
2A
Norfolk
os
0.5
1.0
73
2B
Norfolk
CB -Pasture
0.5
1.0
3673
2B
Norfolk
os
0.5
1.0

N&J Butler Pig Farm
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot .of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operate
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: N&J Butler Pig Farm
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and maintenance procedurE
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 North Carolina Division of Water Quality (NCDWC
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste fro
this system to the 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 Conservatic
District and will be available for review by NCDWQ upon request.
Name of Facili Owner: Nelson & Jerry Butler
Signature: l , Date:
Name of Ma er (If different from owner)
Signature: Date:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: _ — �' (� �. Date: ►1 b a

WETTED ACREAGE FOR
BUTLER FARM
PULL TYPE PULL LENGTH
1A E90+ 260.0
1B EE70 262.0
1 1C EE70 519.0
2A EE70 266.0
26 E170 560.0
EFFECT. WIDTH
171.0
144.0
150.5 we hted
117.0 wei hted
150.5
MIDDLE ACRES START
1.02 026
0.87 0.24
1.79 0.29
0.71 0.24
1.93 0.29
END
0.10
0.00
0.12
0.12
0.06
TOTAL PER FIELC
1.38
1.11
2.20 4.69
1.07
2.28 3.3j65
TOTAL WETTABLE ACREAGE:
8.09 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS MAPPING; WETTED DIAMETERS =
WETTED RADIUS + M LANE SPACING FOR EXTERIOR LANES.
2. ACREAGE FOR START ENDS AND STOP ENDS TAKEN FROM CAWMP WETTED ACREAGE TABLES FOR 70%
SPACING (133' LANE SPACING, 190' WETTED DIA.).
3. DESIGN BASED ON WETTED DIAMETER OF 190' (CALIBRATED WITH .65" TAPER RING NOZZLE @ 40 psi
GUN PRESSURE. HOSE LENGTH ON KIFCO WATER -REEL MODEL E200=580' 2" TUBE.
4.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, -ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
5. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY. R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
Signature
y���r zr�CJ4
Date �` -

--tom '7 /
a I ``� c)
t 56
P
41
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABILITY GPS EQUIPMENT AND CALIBRATED WETTED DIA.
2. LAYOUT AND SPACING BASED ON 0.65" TAPER RING OPERATED ® 40 poi, AND USING
CALIBRATED WETTED OIAMETER. WETTED DIA-190% LANE SPACING - 133'
FOR 70X LANE SPACING, CALIBRATED FLOW ® 68 gpm,
3. MAX TRAVEL LENGTH - 560' BASED ON REEL HOSE LENGTH OF 5BO',
14, OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
`NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mph,
+CLEARLY MARK TRAVEL LANES TO INSURE NO APPLICATION IN BUFFERS/SETBACKS.
LEGEND
t \ 1$0' DIA.
` , SRAY PATTERN
0 NEW FhDRANT
0 EXISTING SOLID SET RISER LOCATION
— — — — TRAVEL. LANE
FIELD BORDER
LP POWER POLE
O'
SEAL I_
18415
1r1�/ 2 jD¢
SWAIN CONSULTING SI
150 CABIN CREEK LN
910-590-2703
BUTLER FARM
TRAVELER LAYOUT DESIGN
RVICES, INC. �l
CLINTON, NC
DATE: 1 1 /12./04 1 SCALE: I" 2s= 200'

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR)
910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS)
910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD)
910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
910-592-7963
COOPERATIVE EXTENSION SERVICE (CES)
910-592-7161
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be 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 response to problems are listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field -action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
C. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
b. If holes 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 sidewalls 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 any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-433-3300, after hours, emergency number: 1-80.0-858-
0368. Your phone call should include: YOUR NAME, FACILITY
NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT
FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY,
AND THE LOCATION OR DIRECTION OF 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 the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-592-7963 and Cooperative Extension
Service at 910-592-7161 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: , T es b _
b. Phone: 5 7 7/
7. 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.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

Insect Control Checklist for Animal Operations
Cause BNPs to Control insects Site Specific Practices
_,,-Liquid Systems
Flush Gutters_ __ _ Accumulation of solids ,a" Flute sh system is designed and operated
sufficiently to remove accumulated solids from
tters as designed.
2 Remove bridging of accumulated solids at
_ discharge
Lagoons and Pits • Crusted Solids gr Maintain lagoons, settling basins and pits where
Excessive Vegetative • Decaying
Growth
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.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Feeders • Feed Spillage ¢Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
cumulation of decaying wastage.
l� Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
_ wing winter).
Feed Storage Accumulations of feed residues Ef Reduce moisture accumulation wititin and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewers grain and similar high
moisture grain products)..
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page 1

Source .
. • .Farmstead
Swine Farm Waste Management Odor Control Checklist
Cause
reuuual uvUr surlaocs .• utrty manure-cor
Fioor surfaces • Wet manure -.cove
an
„v- —Itct:tlon:pns • urine;
Partial microbial decomposition
ventuatton.oxnaust fans. • volatile gases;
Dust
indoor surfr u • Dust
.-- BMPs to Minimize Odor
Vegetative'or wooded buffers;
recommended best management practices;
�t3
Hood judgttent and commonsense
V.Ij Oluticu floors;
.®' Waterers located.over slotted floors;
O Feeders at high end of solid floors;
c manure buildup from floors.;
Un�crfloor ventilation for drying
ar rtequcnt manure.removal by flush, pit recharge,
or scrape;
© .Underfloor ventilation •.
maintenance;
cient air movement
Site
Practices
&3
wasnaown between groups of animals;
a.
O
Feed additives'-
er covers;
Feed delivery downspout extenders to feeder
Flush tanks
• Agitatioq of recycled lagoon
CI
covers .
Flush tonic covers; -�-- -- - — - -
r E'
liquid while tanks are filling
d
Extend fill lines.to near bottom of tanks with
Agitation during wastewater
O
anti-si hon vents'
Underfloor flush with underfloor ventilation - - -
Flush alleys
conveyance
Pit recharge points
Agitation of recycled lagoon
liquid while pits are tilling
0
Extend recharge lines to near bottom of pits
-siphon
Willi anti vcn.ls
'Lift stations
• Agitation during sump tank
d
Sump tank,dovcrs
filling and drawdown
Outside braid- collection
o. Agitation during wastewater
O:
f3ox covers -
oc junction boxes
conveyance
AMOC - November 11, 1996, Pagt.3 "

Source Cause RMPs.to`MinimtzeOddr Site Specific Practices
Ertd'of drainpipes at Agitation during wastewater O Extend discharge point of -pipes underneath
lagoon conveyance- lagoon liquid level
Lagoon surfaces Volatile gas emissions;;.je Proper lagoon liquid capacity;
• Biological mixing; {3�Correct lagoon startup procedures;
• Agitation inimttm surface area ratio;
Minimum agitation when.pumping;
nozzles
• High pressure
• Wind drift .
O Mechanical aeration;
❑ Proven biological additives
H' II gate on dry days with'little or no wind;
h/ imum recommended operating pressure;;
Pump Intake near lagoon liquid surface;
_ O Pump from second -stage lagoon
Storage -tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
.surface . Mixing while tilling; O Tank covers;
• Agitation when emptying D Basin surface mats of solids;
,_, c O Proven biological additives of .oxidants
Settling'basin surface Partial microbial decomposition;, ❑ .Extt:nd drainpipe outlets underneath liquid
• Mixing while filling;. level;
• Agitation when emptying . O Remove settled solids regularly
Manure, slurry, or sludge • Agitation when spreading; ❑ Soil injecfton of slurry/sludges;
spreader outlet . Volatile gas emissions ❑ Wash residual-manare from slircader after use;
❑ _Proven biological additives or oxidants
^Uncovered manure, Volatile gas emissions while ❑ Soil injection of slurry/sludges--
slurry or sludge on field drying
surfaces .0 Solt incorporation within 48 firs.;
❑ Spread in thin uniform layers for rapid drying;
IT Proven biological additives or oxidants
Dead animals: Carcass decomposition i'roper disposition aPcurcasscs
De6d animal disposal Carcass decomposition U C tplele covering of carcasses in burial pits;
pits'_ Proper location/corisiruction of.disposal pits
Iheinerators Incomplete combustion O Secondary stack burners
AMOC -November 11, 1996, Page 4

Source Cause BMPs to Minimize. Odor Site Specific Practices
Standitig water around • Improper dtainage; Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manuro hacked onto • Poorly malntalned access roads Farm access road maintenance
public; roads -from farm
access.
AdditionalInformation
Swine Manure Management; 0200 R61eBMP Packet
-Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Shect.
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment,; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 .
Lagoon Design and Management for Livestock Manure Treatment and Storage ;. EBAE 103-83. .
Calibration .of Manure and Wastewater Application Equipment ; EBkt Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concems in Animal Manure Management: Odors and Flies ; PR0107, 1995 Conference Proceedings
AMOC-.November.11, 1996, Page 5
Available From :
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU-BAE
NCSU - BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

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
a 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.1O6-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
7 7 Rendering at a rendering plant licensed under G.S. 106-168.7.
[7 Complete incineration according to 02 NCAC 52C .0102.
aA 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.
aIn 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 opinionaof 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:clone 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.
Signature of Farm Owner/Manager
Z -Imd
Signature of Technical Specialist
Date
Date

NAME: NELSON & JERRY BUTLE�
COUNTY: SAMPSON
TYPE OPERATION: 3040 WEAN -FEEDER
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED:
VOLUME OF LAGOON EXCAVATION
146838 CU FT
159498 CU FT
4584 CU YDS
VOLUME OF EXCAVATION FOR CLAY LINER 152 CU YDS
----------
TOTAL EXCAVATION
VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL FILL
JOB CLASS II
CUT - FILL RATIO
TOTAL VOLUME OF CLAY NEEDED
TO LINE LAGOON
4736 CU YDS
1782 CU YDS
1309 CU YDS
3091 CU YDS
152 CU YDS
* WHERE SM (SANDY) MATERIAL IS ENCOUNTERED OVEREXCAVATE
1.5 FEET AND BACKFILL WITH COMPACTED SC (SANDY CLAY)
MATERIAL.
TOP OF DAM ELEVATION 50.5
PIPE INVERT ELEVATION 48.8
BOTTOM ELEVATION 40.5
-
BEGIN PAD ELEVATION 51.0
END PAD ELEVATION 51.3

Jperator:MELSON & JERPY County: SAMPSON
BUTLER
Date: 01/04/95
Distance to nearest residence (other than
owner>: 1600.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x
1417 lbs.
0 sows (farrow to feeder)
=
0
lbs
x
522 lbs. =
0
lbs
0 head (finishing only) x
135 lbs.
=
0
lbs
0 sows (farrow to wean) x
433 lbs.
=
0
lbs
3040 head (wean to feeder) x
30 lbs. =
91200
lbs
Describe other :
:
0
.`'`a^ Average
Live Weight =
91200
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF
LAGOON
Volume = 91200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW =
1 CF/lb. ALW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION
NOT COMPUTED
Volume = 0.0 cubic feet
AT OWNERS REQUEST. REMOVE
SLUDGE
AS NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ..................... 260.0
Inside top width (feet) ...................... 110.0
Top of dike elevation (feet)----------------- 50.5
Bottom of lagoon elevation (feet)------------ 40.5
Freeboard (feet)-----------
------------------ 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 104.0 9.0
AREA OF TOP
LENGTH * WIDTH =
254.0 104.0
AREA OF BOTTOM
LENGTH A WIDTH =
200.0 50.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
227.0 77.0
26416 (AREA OF TOP)
10000 (AREA OF BOTTOM)
69916 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
26416.0 69916.0 10000.0 1.'
Total Designed Volume Available = 159498 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA: ,
Lagoon (top of dike)
Length * Width =
260.0 110.0 28600.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe
this area.
TOTAL DA 28600.0 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 = 91200 lbs. ALW/135 lbs. ALW
* 1.37 gal/day
180 days
Volume = 166592 gals. or 22271.7 cubic
feet
5B. Volume of wash water
This is the amount of fresh water used for
washing floors
or volume
of fresh water used for a flush system.
Flush systems
that
the lagoon
recircula-
water are accounted for in 5A.
Volume = 0.0 gallons/day *
180 days storage/7.48
gallonc
Volume = 0.0 cubic feet
Per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by
largest amount
180 days excess rainfall =
7.0 inches
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 16683.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 16683.3_cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22272
cubic
feet
5B.
0
cubic
feet
5C.
16683
cubic
feet
5D.
16683
cubic
feet
TOTAL
55638
cubic
feet
6. SUMMARY
Temporary storage period====================> 180
days
Rainfall in excess of evaporation===========> 7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard================ ===================> 1.0
feet
Side slopes=================================> 3.0
: 1
Inside top length===========================> 260.0
feet
Inside top width============================> 110.0
feet
Top of dike elevation=======================> 50.5
feet
Bottom of lagoon elevation==================> 40.5
feet
Total required volume=======================> 146838
cu. ft. *
Actual design volume========================> 159498
cu. ft. *
Seasonal high watertable elevation (SHWT)===> 43.2
feet
Stop pumping elev.==========================> 46.8
feet *
Must be > or = to the SHWT elev.==========> 43.2
feet
Must be > or = to min. req. treatment el.=> 46.5
feet
Required minimum treatment volume===========> 91200
cu. ft.
Volume at stop pumping elevation============> 95768
ft.
Start pumping elev.=========================> 48.8
cu.
feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 142815
cu. ft.
Volume at start pumping elevation===========> 141529
ft.
Required volume to be pumped================> 38955
cu.
cu. ft. *
Actual volume planned to be pumped==========> 45761
cu. ft. *
Min. thickness of soil liner when required .5
feet
' 6
DESIGNED BY:AAPPROVED BY: rl
DATE: �c2s�
�
NDTE: SEE ATTACHED WASTE UTILIZATION PLAN

SCS-CPA-015
12-85 U.S. DEPARTMENT OF AGRICULTURE
i _ a
SOIL CONSERVATION SERVICE 'a
W!4. NoA SOIL MAP
a: 1337 Owner NELSON & JERRY BUTLER
M y SAMPSON Operator
Count —
Soil survey sheet (s) or code nos. State
N Aproximate scale
—
Prepared Prepared by U. S. Department of p Agriculture, Soil Conservation Service cooperating �
with
v .. Conservation District
Ln NUA
- s fib ��.� +i�,:•. Z NoB � '�B Nol#. jr 1 iuf'� �i:! _ NoB rrvs
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:Cem

A
ZONE X
BEAAAANV\
CROSSROADS
11

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOnNq
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
Cleared of trees, logs, stumps, roots, brush, boulders sod and rubbish
Satisfactory disposition will be made of all debris. 'he topsoil from
the lagoon and pad area should be stripped and stockpiledn
'foundation'for use o
the dike and pad areas. After stripping the
lagoon emhankment and building pad snail be thoroughly louseveareaof the
to placing the first lift of fill material to � prior
get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
---------------------------------------
The completed excavation and earthfill shall conform to the lines
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil stones over
6 inches in diameter, and other objectionable material, To the extent
they are suitable, excavated materials can be used as fill, The fill
shall be brought up in approximately horizontal layers not
^to exceed 9
inches in thickness when loose and prior to compaction.Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINER~ � �N THE LINER ^
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
.... .... .... ..... __ _______________________________________________
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
2NCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilIed
as specified to grade with a SCS approved material (ie - CL SC CH)
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR �SPECI�AL
C�NSIDERATIONSCONSIDERATIONS..

SHEET 2 OF 2
Soil
liner material shall
come from an approved
borrow area The
minimum water
content
of the liner material
shall be optimum moisture
content
which
relates
to that moisture content when the soil is kneaded
in the hand it
will form
a ball which does
not
shall
be adwed
to borrow
readily separate,Water
as necessary to insure proper moisture content
during
placement
of Lhe
liner. The moisture
content
material
shall
not be
less than
of the liner
optimum water content during placement
The maximum
water
content
relates to the
^
for
soil
material being too wet
efficient
use of hauling
equipment and
proper compaction Proper
compaction
of
the Iin;r
includes placement
in 9 inch lifts
compacted to at
least
90 percent of the maximum
a^''d
ASTM D698 DrUnit
Weight of the
liner material.
When smooth
or hard y
the
shall
be scarified
and
moistened as
' pre»1ous lift
liƒt,
needed
before
e ore placement of the next
The single most important factor affecting the overall compacted perm
ability of a clay liner, other than the type of clay used for the e-
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an esta
lished pattern helps assure uniformity in the whole placement and o-
compaction process. For most clay soils, a tamping or shee"sfoot
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 We of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant
When these are specified, additional construction specifications are '
included with this Construction Specification.
CUTOFF TRENCH:
---------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
------------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc
tion according to the seeding specifications. Topsoil should be pla-ed
Lich
areas of the dike and pad to be seeded. Temporary seeding or l�ch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as so
as possible during the next period of approved seeding dates. u//
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When tile
drains are encountered,
the tile will
be
Of 10 feet
beyond
removed to a minimum
the outside toe
of slope of
the dike The tile
trench shall
be backfilled and compacted
with
good material such as
SC, CL, or
CH.

,
SEEDING SPECIFICATIONS
-----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS.
FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS.
RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS.
'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.0 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
40.0 LBS.
RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 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.

OPERATI ON
.... . .. ..... .. __ ... ..... ..... .... ..... .. YTEN-NCE Kntq
SNEEy
du "rai
Sit-.3 ......
The r oddtWhmemW
zUI
Sle
aL;MS
Ion
t
t
ar ma
v
I ad an
consists a amoul,
f
"Cess
e
af
varnI-7ir-Qteo a
e-
mtm,,
Vol ume co . an vtill foa
.j
7.
OT
Mal,
loan
always jn an T1
A all,,, nnual 23 Mar 7
a year l7j/
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Ve

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one 11> 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 maintair a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetati6n.
7. All surface runoff is to be diverted from the lagoon 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 well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.