WQ0009826_O&M Plan_20210602

WAY E FARMSm
Wayne Farms LLC
Wayne Farms — Elkin Hatchery
Surry County, NC
Sprayfield Operation and Maintenance Plan
Prepared By: Jeremy Bowlin
Complex Environmental Manger
Wayne Farms LLC
802 E Atkins St.
Dobson, NC 27017
336-386-5867
Kevin Davidson, P. E.
Agri -Waste Technology, Inc.
501 North Salem Street
Suite 201
Apex, NC 27502
919-859-0669
Date: June 1, 2021
Wayne Farms LLC — Corporate Headquarters
4110 Continental Dr. - Oakwood Georgia 30566 - 1.800.392.0844 - www.waynefarms.com

A NE FARM
Operation and Maintenance Plan
with
Residuals Management Guidelines
for
Elkin Hatchery Wastewater Spray Irrigation Systems
SAFETYIS PRIORITY NUMBER ONE. NO MATTER THE
SITUATION, SAFETY COMES FIRST.
DO NOT OPERATE THE WASTEWATER SYSTEM UNLESS
PROPERLY TRAINED WITH A COMPLETE
UNDERSTANDING OF THE SYSTEM.
This Operation and Maintenance Plan has been developed for the Wayne Farms LLC,
Elkin Hatchery, Wastewater Spray Irrigation System. This plan and guidelines are
intended as general operating instructions and should not be interpreted as a complete and
detailed explanation of how to operate this irrigation system. Please note that this
document is intended as a supplement to the permit issued by the N.C. Department of
Environment Quality - Non -Discharge Permitting Unit. As a result, any requirements or
items noted in the permit document supercede any conflicting recommendations noted in
this plan. The Wayne Farms LLC, Elkin Hatchery Wastewater Irrigation System is
covered by NC DEQ Issued Permit Number WQ0009826.
If at any time, there is uncertainty as to how to properly operate the system please contact
a licensed contractor or professional who can assist with the operation of the system.
Record the name and contact information of an individual familiar with the operation of
this system, along with an emergency contact in the event immediate assistance is
necessary.
1

CONTRACTOR CONTACT INFO.:
EMERGENCY CONTACT INFO. (if different from above):
Emergency and Spill Action
In the event of an emergency or spill, refer to the on -site Crisis Action Plan. The steps in
the Crisis Action Plan shall be followed in case of emergency or spill. Wayne Farms
Environmental Management will make all notifications to the appropriate regulatory
agencies. This includes, if needed, notification to the NC DEQ Winston Salem Regional
Office (336-776-9800).
If a spill or run-off is occurring due to pumping, once the site is deemed safe, power to
the pumping units shall be disengaged. If run-off is happening from the irrigation site(s),
hay bales shall be placed around the field to minimize the run-off. If needed, a local
septic hauler can be contacted for pumping liquids from the site. If heavy equipment
(loaders, back hoes, dump trucks, etc.) is required for larger repairs, such as a line break,
contact the appropriate Wayne Farms Environmental Manager.
- JW Septic Service - 336-325-0899 (Pumping Service)
Operator in Responsible Charge
The Wayne Farms LLC, Elkin Hatchery Wastewater Irrigation System is covered by NC
DEQ Issued Permit Number WQ0009826. The requirements of the Permit shall be
thoroughly understood and followed to maintain compliance with the permit.
The system is classified as a Spray Wastewater Irrigation System. As such, a Primary
and Back -Up Operator in Responsible Charge (ORC) shall be designated. The ORC is
responsible for the day-to-day management and compliance of the Spray Wastewater
2

Irrigation System. The ORC shall be on -site at least once per week. The ORC duties
shall include required compliance, reporting, and maintenance activities.
Compliance
From a permit standpoint, the wastewater irrigation system is divided into three (3),
Points Prior to Irrigation (PPI) and eight (8) irrigation fields/zones. The PPI's are as
follows:
- PPI 001 Sweco Separator Flow Meter Effluent
- PPI 002 WWTF Effluent — Storage Pond
- PPI 003 WWTF Effluent — Storage Tank
Irrigation Fields/Zones are as follows:
- Field 1
- Field 2
- Field 3
o Zone 1
o Zone 2
o Zone 4
o Zone 5
- Field 4
o Zone 3
o Zone 6
Compliance with the issued Permit requires the following:
- Routine flow recording,
- Periodic sampling of the applied wastewater,
- Annual analysis of soil samples from the irrigation fields,
- Periodic groundwater sampling from groundwater monitoring wells.
Flow Recording PPI 001
Total wastewater production from the Hatchery is estimated from the flowmeter serving
the Sweco Separator. The permitted monthly flow limits shall be recorded at the Sweco
separator flowmeter prior to the transfer tank. Monitoring shall be as follows:
EFFLUENT CILAK-- CTERISTICS
EFFLUENT LINIUS
MONITORING REQUIREMENTS
FCS
Code
Farameter Description
Units of
Measure
MOnthh"
Average
Measurement
Fregiieneg
sample
Type
50050
Flow, in CDnauit orthm Treatment Plant
GPD
5,000
"'10maly
Estimate
Wastewater Sampling PPI 002, PPI 003
Wastewater sampling shall be conducted at the frequency listed in the permit.
Wastewater samples shall be collected in the following months:
- March
- July
- November.
I

All samples will be sent to a NC DEQ Division certified lab except for pH and Total
Residual Chlorine which shall be sampled weekly by the ORC or Backup ORC. For PPI
002 (effluent storage pond), all samples shall be collected from the storage pond except
flow shall be measured at the transfer tank. Wastewater samples shall be collected for the
following analysis:
EFFLUENT CIL•IRACTERISTICS
EFFLUENrUAIM
MONHORINGREQGIRENEEtiTS
PCS
Code
ParameterDescripaan
Lnirs of
lleasiam
Moatblti
Aieeage
Mraffl*w.�ent
Fregnerep
Sample
Type
00310
BOD, 54Day (20 T)
nrgI
3 x Yeas
Grab
D0916
C.alciimi, Total (as Ca)
mg1L
3 x Year }
Grab
0094D
Chloride (. Cl)
mgrl.
3 x Year
Grab
j6060
Chlorine: Total Residual
mgrl
Weekly
Grab
31616
Coliform, Fecal M7, M-FC Broth, 4 i.5 °C
4010D mL
3 x Year
Grab
50050
Flom, in Conduit or thru Treatment Plant
GPD
Iwiont* 3
Estimate
00927
htagresium, Total (as hi-,)
mgrL
3 x Year 3
Grab
D0610
Nitrogea, Ammonia Total (as N)
mg1L
3 x Year 3
Grab
00625
Nitrogea, Sjdj*�. Total (as N)
mgJL
3 x Year ra
Grab
D0620
Nitrogea, Nitrate Total (as N)
m91L
3 x Year 3
Grab
006DD
Nitrogen, Total (as N)
W L
3 x Year
GrA
004DD
pH
M
Weekly
Grab
00665
Phosphorus, Total (as P)
mgrl.
3 x Year r 3
Grab
IVQD9C
Plant Available Nitrogen — ConcemtraLon
m91L
3 x Year r•3
Calculated
00931
Sodium Adsorption Ratio
ratio
3 x Year r 3
Calculated
D0929
Sodium, Total (as Na)
m91L
3 x Year r 3
Grab
+03 DO
Solids. Total Dissolved —180 T
mg1L
3 x Year r'
Grab
00530
Solids, Total Suspended
mg1L
3 x Year 3
Grab
For PPI 003 (effluent storage tank), flow, pH and Total Residual Chlorine shall be
measured at the transfer tank. The remaining parameters shall be collected from the
irrigation headworks box. Wastewater samples shall be collected for the following
analysis:
EI

EFFLUENT CHARACTERISTICS
EFFLUENT LMIrrS
MONTFORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
moathh-
Aserage
Measurement
Frequenci-
sample
T}Te
DD31D
BOD, 5-Dak (20-C)
mgL
3 x Year'-!
Grab
OD916
Calcium, Total (as Ca)
mgl
3 x Year'-'
Grab
OD940
Chloride (as Cl)
mg,(L
3 x Year''
Grab
50060
Clila-ine,Total Pesidual
mg,?L
Weekly
Grab
31616
CALform Fecal h1F, M-FC Broth 44.5 °C
iii 100 mL
3 x Year '•'
Grab
50050
Flow, in Conduit orthru Treatment Plant
GPD
lwionthly'
Estimate
00927
Maguen mq Total (as Mg)
mgtI.
3 x Year''
Grab
00610
Nitrogen, Ammonia Total (as N)
mgfl.
3 x Year"
Grab
00625
Nitrogen, Kj�L. Total (as N)
mgtl.
3 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
mgtl.
3 x Year
Grab
00600
Nitrogen, Total (as N)
mgtI.
3 x Year''
Grab
00400
gH
0
W,,],Iy'
Grab
00665
Phosphorus, Total (as P)
mgfl.
3 x Year '•'
Grab
AFQ09C
Plant Available Nitrogen — Concentration
mgtI.
3 x Year''
Calculated
00931
Sodium A6orptionRafio
ratio
3 x Year
Calculated
00929
Sodium, Total (as Na)
m31L
3 x Year
Grab
70300
Solids, Total Dissolved —150 T
mgtl.
3 x Year
Grab
00534
Solids, Total suspended
mg'L
3 x Year'.'
Grab
Soil Sampling
An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted
on each irrigation site (total of eight samples). The soil samples shall be collected in the
following month:
- March
Each Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
Groundwater Sampling
Groundwater sampling shall be conducted from the four (4) installed Groundwater
Monitoring Wells. The wells are summarized as follows:
- MW-3 Down -gradient, Fields 1 and 2,
- MW-4 Up -gradient, Fields 3 and 4,
- MW-5 Down -gradient, Field 3,
- MW-6 Down -gradient, Field 4.

It should be noted that Monitoring Wells 1 and 2 (MW-1, MW-2) were dry at the time of
installation and were subsequently properly abandoned. Ground water sampling shall be
conducted in the following months:
- March
- July
- November
Ground water sampling shall be in accordance with the issued permit as following:
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00680
Carbon, Tot Organic (TOC)
mglL
3 x Year
Grab
1,6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
41100 mL
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Ycar
Grab
1
00400
pH
6.5-S.5
su
3 x Year
Grab
L 2
00665
phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 "C
500
mg/L
3 x Year
Grab
1
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
1, 2, 3
1. 3 x Year monitoring shall be conducted in March, July, and NDvember; Annual monitoring shall be conducted in November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative eleimtion of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
4. If TOC concentrations greater than 10 mg/f, are detected in any downgradicut monitoring well, additional sampling and analysis shall be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the dowmgradiem wells shall be subject to the additional sampling and analysis as described above.
5. Monitoring wells shall be reported consistent with the nomenclature and location iuformaticnpwcided in Figures 1 and 2 and this attachment.
Reporting
NC DEQ required forms shall be completed and submitted (electronic or paper) once a
month to the state. The following forms shall be submitted on or before the last day of
the following month for the preceding month's activities:
- Form NDMR for each PPI
- Form NDAR-1 operation and disposal
- Form NDMLR mass loading records
The reporting forms shall also include the listed sampling in the respective sampling
months. The results shall be maintained at the facility for five
years and shall be made available to the Division upon request.
General Maintenance Considerations
The wastewater irrigation system is divided into four main components. The components
are as follows:
- Components located at Hatchery,
- Effluent Storage Pond and Sprayfields 1 and 2,

- Force main to Effluent Storage Tanks,
- Effluent Storage Tanks and Sprayfields 3 and 4.
Routine inspections are necessary and periodic maintenance WILL BE REQUIRED both
by the permit and for successful operation of the system.
Each component of the system shall be inspected weekly to evaluate the current condition
of the system, verify there are no negative impacts and to ensure all equipment is running
according to manufactures specs. If any corrections are required or made, they are to be
documented.
Special attention shall be made to the sprinkler heads in each irrigation field. With the
system in operation, the sprayheads are to be inspected and if found to not be working
properly, the situation is to be documented and fixed as soon as possible.
No heavy vehicles or equipment should be driven over the system
components, tanks, pumping components or irrigation sprayfields.
Components located at Hatchery Building:
LIFT STATION:
The Lift Station is a baffled tank located adjacent to the hatchery building. The tank
accepts the raw wastewater from the hatchery. Periodically, a submersible pump engages
and send the wastewater to the Sweco Separator. Effluent that returns to the tank enters a
second compartment. Effluent from this compartment is pumped to the effluent storage
pond.
Maintenance Schedule:
The lifts station shall be inspected on a weekly basis to ensure proper operation and to
ensure no adverse conditions are present.
TRANSFER TANK:
The transfer tank is a baffled tank located adjacent to the hatchery building. The tank
intercepts separated liquid from the vibratory screen separator. The tank is divided by the
baffle into an inlet and outlet compartment.
The inlet side of the tank provides solids settling and separation of the incoming liquid.
The intent is to remove particles and solids from the waste stream. As a result, solids
build up in the bottom of the tank (just like a typical septic tank). Over time the solids
will need to be removed. An access riser is positioned over the inlet compartment to
allow for access, inspection, solids/scum measurement and cleaning of the tank
compartment.
The outlet compartment of the transfer tank contains allows for temporary storage of the
separated liquid prior to it being either pumped to the new sprayfields or allows for the
separated liquid to overflow via gravity to the existing pumping station (where it is sent
to the storage lagoon). Two access risers are located on the outlet end of the transfer
7

tank. The first allows for access, inspection, solids/scum measurement and cleaning of
the tank compartment. The second outlet compartment riser contains the pumping
components. The pumping components include a pump vault, pump filter, two pumps
and the control floats. The first pump is the chlorine recirculation pump and the second
pump is the transfer pump that pumps liquid to the pumping station at the new sprayfields
(Fields 3 and 4).
Maintenance Schedule:
Inlet compartment
The solids and scum layer in the tank shall be measured during the operator visits and at
least monthly until an understanding of the solids accumulation rate is understood. When
the solids and scum layer exceed 1/3 of the tank depth, the contents of the tank shall be
pumped out and removed. Private septic tank pumping contractors can do this and are
typically easily found in the white or yellow pages of the phone book or on the internet.
Outlet compartment
The solids and scum layer in the tank shall be measured during the operator visits and at
least monthly until an understanding of the solids accumulation rate is understood. When
the solids and scum layer exceed 1/3 of the tank depth, the contents of the tank shall be
pumped out and removed. Private septic tank pumping contractors can do this and are
typically easily found in the white or yellow pages of the phone book or on the internet.
The effluent filter in the pump vault (located in pump vault) should be cleaned at least
weekly until a feel for the potential solids build up on the filter is determined. At a
minimum the filter shall be cleaned quarterly or build up does not justify a more frequent
cleaning schedule.
After removing the lids, the filter can be removed, held over the opening on the inlet
compartment of the tank and hosed off. Be sure to use plastic gloves and eye protection
to avoid contact with the wastewater. To clean the filter, use a garden hose with a nozzle
and spray off any debris from the filter back into the inlet side of the tank. Once the filter
is clean, place it back in the pump vault. Discard or disinfect the plastic gloves using a
mild bleach solution (1 /2 cup Clorox or equivalent to 1 gallon water). Replace the tank
lids.
The pumps and floats should be manually exercised on a minimum of a quarterly basis.
CHLORINE DOSING SYSTEM:
On a weekly basis (minimum) the chlorine feeder chamber shall be checked to ensure
there are an adequate number of chlorine tablets present. The manufacturer's
specifications shall be followed in determining the number of tablets to load into the
feeder. Adjusting the chlorine dosing rate is done by increasing or decreasing the flow to
the feeder via the throttling valve.
Maintenance Schedule:
The feeder shall be checked weekly to ensure an adequate supply of tablets are present.
If residual chlorine is noticed to be building up on the feeder, it can be hosed off the
feeder.

PUMPING SYSTEM & ALARM:
The pumps housed in the transfer tank are submersible pumps that turn off and on based
on switches inside the transfer tank. The float switches toggle the pumps on and off
depending on the effluent level inside the tank. The switches are designed such that the
chlorine recirculation pump will turn on initially and begin dosing the chlorine system.
As the liquid level in the tank rises, the transfer pump will engage and pump effluent to
the force main and new sprayfields. Once the liquid level drops to the appropriate level,
both pumps will turn off.
The tank is also equipped with a HIGH WATER alarm that activates when the liquid
level in the pump tank is too high. Because there is an open gravity outflow line to the
existing pumping station, it will be extremely rare for this alarm to activate.
The pumps will wear over time and will likely need replacement every 7-10 years (again,
depending on usage). A qualified and licensed septic contractor, utility contractor, or
operator should be contacted for maintenance or replacement of the pump.
Maintenance Schedule:
The control panel shall be checked weekly to ensure the alarm bulb (on control panel) is
not illuminated. The pump elapsed time meter and cycle counter shall be checked
weekly to ensure the pumps are operating properly. The pumps and floats should be
manually exercised on a minimum of a quarterly basis.
Effluent Storaze Pond and Spravf elds I and 2
OVERALL:
The storage pond, control panel and sprayfields shall be inspected on a daily basis (when
irrigation is planned to occur). For the daily visit, a visual inspection ensuring no
concerns are noted is sufficient.
Force Main to Effluent Storaze Tanks:
The location of the force main should be inspected not less than monthly to ensure that a
line breakage has not occurred. The path in which the force main is buried should be
monitored for any wet spots or locations of excessive vegetation growth as these
occurrences may be an indication of a line breakage. No permanent structure shall be
erected over the force main.
Maintenance Schedule:
Inspect path of force main monthly.
Effluent Storage Tanks and Spravf "fields 3 and 4
OVERALL:
The tanks, control panel and sprayfields shall be inspected on a daily basis (when
irrigation is planned to occur). For the daily visit, a visual inspection ensuring no
concerns are noted is sufficient.
7

SETTLING TANK:
The settling tank in this system operates similar to a septic tank associated with a
conventional septic drainfield system. The purpose of the tank is to remove particles and
solids from the waste stream. As a result, solids will build up in the bottom of the tank
(just like a typical septic tank). Over time the solids will need to be removed from the
tank or diminished effluent quality may occur. The solids and scum layer in the tank
shall be measured during the operator visits and at least monthly until an understanding
of the solids accumulation rate is understood. When the solids and scum layer exceed 1/3
of the tank depth, the contents of the tank shall be pumped out and removed. Private
septic tank pumping contractors can do this and are typically easily found in the white or
yellow pages of the phone book or on the internet.
Maintenance Schedule:
Inspect solids and scum layer build up on a monthly basis. Transition to quarterly basis
when appropriate.
STORAGE TANK:
The storage tank will provide temporary storage of the effluent until it is pumped to the
sprayfields. The storage tanks shall be monitored for solids and scum build up. While
unexpected, if excessive solids or scum are present, the material shall be pumped from
the tank.
Maintenance Schedule:
Inspect solids and scum layer build up on a monthly basis. Transition to quarterly basis
when appropriate.
PUMPING SYSTEM & ALARM:
The pumps housed in the storage tank are submersible pumps that turn off and on based
on switches inside the storage tank and timer settings in the control panel. The float
switches toggle the pump timer on and off depending on the effluent level inside the tank.
The switches are designed such that the pumps will turn on, run for a set period of time,
then shut off under normal operating circumstances.
The tank is also equipped with a HIGH WATER alarm that activates when the liquid
level in the storage tank is too high. The alarm will trigger an audible and visual alarm in
this situation. If the alarm activates, the operator shall cease pumping of liquid from the
transfer tank located at the hatchery.
The pumps will wear over time and will likely need replacement every 7-10 years (again,
depending on usage). A qualified and licensed septic contractor, utility contractor, or
operator should be contacted for maintenance or replacement of the pump.
Maintenance Schedule:
The control panel shall be checked daily to ensure the alarm bulb (on control panel) is not
illuminated. The pump elapsed time meter and cycle counter shall be checked weekly to
ensure the pumps are operating properly. The pumps and floats should be manually
exercised on a minimum of a quarterly basis.
10

SPRAY FIELD:
The spray field should be inspected weekly to verify proper operation and to ensure
sprayheads have not become damaged. Clogged or worn sprayheads should be replaced
or, in the event of minimal obstruction, cleaned. No heavy vehicles or equipment
should be driven over the irrigation area.
Vegetation (grass for this system) in the application area is critical to the operation of the
treatment system. It is important to ensure that the application area is fully covered with
vegetation at all times. In the event that some areas become bare they should be re-
seeded with vegetation similar to the existing vegetation in the area.
Any areas requiring re -vegetation will be seeded with tall fescue. Nitrogen applications
to tall fescue can occur year-round, but should primarily occur February 1 to June 1 and
August I to December I when the crop is exhibiting peak growth (Chamblee et al., 1995;
NRCS, 2004). Phosphorus, potassium, lime and micronutrients should be applied in
concordance with rates presented in the routine soil test reports. The optimal pH range
for tall fescue is between 5.5 and 8.5 (Chamblee et al., 1995). Seeding should be done
according to Table I Forage Planting Guide for North Carolina found in Production and
Utilization of Pastures and Forages in North Carolina document developed by NCSU and
WARS details planting recommendations. Specifically, the seeding rate should be 15-
20 lbs/ac for broadcast seeding and 10-15 lbs/ac for drill seeding. The planting depth
should be between 0.25 and 0.5 inches. The planting dates should be between early
March to mid -May or between mid -July to mid -August.
It is important to maintain the fencing around the application field in order to ensure that
access to the area is restricted. This is necessary to minimize human contact with the
effluent and to ensure the vegetation remains healthy.
SYSTEM OPERATION & SETTINGS
It should be noted that a contractor or other qualified professional should be contacted if
you are uncomfortable or unfamiliar with operating this system or if system
troubleshooting is necessary. In general, the following system operating parameters
should be monitored:
Spray Field Pressure Settings
The spray system is designed to operate such that the nozzle pressure is approximately 35
psi. If you suspect the pressure is too high or low, a qualified contractor should be
contacted to make any necessary adjustments.
Pump ON/OFF and Emergency HIGH Level Switches
The pump switches are used to control the operation of the pump. This system is
designed such that the pump is on for designated intervals set forth in the design
specifications. The pump operation is a timed dosing setup. When there is sufficient
liquid in the tank, the pump will operate at a specific time for a designated interval. In
periods of high water (following a rain event), the pump may operate more frequently.
If it has rained recently the pumps may not be operating because the rain sensor is
temporarily blocking the system from operating. If this is the case then the pumps will
11

resume operation once it is dry enough. Prolonged periods of rain may cause a back-up
of effluent in the system since the rain sensor prevents application of effluent onto the
spray field.
In general, a contractor or licensed professional should be contacted under any
circumstances where you are uncomfortable in operating the system or troubleshooting a
problem. More detailed information on the installation and maintenance of specific
components of this system can be found in the manufacturer's installation and
maintenance specifications attached as part of this package. If you have difficulty finding
this information, please contact the manufacturer of the component.
R ecirinalc
Residuals collected from several locations throughout the wastewater system will require
periodic removal. The following locations shall be considered for residual removal:
- Sweco Separator,
- Transfer Tank,
- Lift Station,
- Effluent Storage Pond,
- Effluent Storage Tanks.
The majority of residuals removed from the system will occur from the Sweco Separator.
It is expected that, over time, some residuals will build up in the Transfer Tank.
Solids/Residual levels in each of the locations noted above shall be periodically
monitored. If/when residuals are required to be removed, the following shall be
documented:
- Date of removal,
- Location of residuals to be removed,
- Estimated volume or quantity of residuals removed,
- Removal entity,
- Disposal method and location.
Log Book
All O/M activities related to the spray wastewater irrigation system shall be logged and
maintained in a logbook. The information shall be available to regulatory personnel upon
presentation of proper credentials.
12