NC0022098_Application (ATC)_20210325

Engineers and Soil Scientists
Agri-Waste Technology, Inc. ;f� Q
501 N. Salem Street, Suite 203 € 6,250
Apex, North Carolina 27502 �.,
919-859-0669 En `� ; March 17,2021
www.agriwaste.com f G." > :.e���;t15
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Ms. Min Xiao d
Environmental Engineer II 311 i
NPDES Complex Permitting Unit
Division of Water Resources RECEIVED
North Carolina Department of Environmental Quality
512 North Salisbury Street MAR 2 5 2021
Raleigh,NC 27604
Subject: T3T Cranbrook, LLC NCQEQIDWRINPDES
Cranbrook Village Mobile Home Park WWTP
4309 Old Liberty Place
Guilford County
NC0022098
Application for Authorization to Construct
Dear Ms.Xiao;
Please consider this information as support for an Authorization to Construct (AtC)
application for a replacement wastewater treatment plant to serve the Cranbrook Village
Mobile Home Park(facility). This is a private facility and will not be publically bid. The
facility address is 4309 Old Liberty Place, Greensboro, NC 27406 and is located in
Guilford County. The facility is served by an existing wastewater treatment plant that is
covered under Individual Permit NC0022098. The existing permit has a permitted flow
of 10,000 gpd. This AtC application is being submitted in order to replace the existing
wastewater treatment plant and should be considered as a maintenance activity and
associated process modification. There is no change requested to the permitted flow and
as such is not a new or expanding system.
The new wastewater treatment system consists of the Orenco Systems, Inc., AdvanTex
technology and specifically the AX-Max treatment unit. The AdvanTex technology is a
recirculating media filter (similar concept to a recirculating sand filter). The new system
will employ three (3) AX-Max units to provide treatment of the facilities wastewater
prior to the treated effluent being discharged. The new wastewater treatment system is
different than the existing "package plant". Due to operational issues with the existing
collection system, new tankage will also be installed throughout the park to upgrade the
collection system. With the park layout,the units are broken into four(4) clusters for the

initial waste collection. The new system will incorporate the following main
components:
Collection System
- NW Cluster of Park Septic Tank and Pump Tank
- SW Cluster of Park STEP Tank
- NE Cluster of Park STEP Tank
- E Cluster of Park STEP Tank
Treatment System
- Flow Equalization Tank
- Triple AX-Max Treatment Units
- UV Disinfection
- Control Panel including monitoring components in Control Building
- Discharge Outfall with Rip-rap
The new system will be constructed in a phased approach with an estimated construction
timeline of 45-60 days. Construction commencement will occur following issuance of
the Authorization to Construct and upon obtaining the necessary funding. The existing
wastewater treatment plant will continue operating during construction of the new plant.
Decommissioning of the existing plant will occur after successful testing and certification
of the new plant occurs.
The "Application for Authorization to Construct Permit (Form AtC 12-14)" has been
completed for this application. The completed form is contained in Appendix A. The
following information (consistent with presentation in Authorization to Construct
application) is included with this letter:
SECTION 3: APPLICATION ITEMS REQUIRED FOR SUBMITTAL FOR ALL
PROJECTS
A. Cover Letter
- Included as this letter. The design for the replacement system
meets the applicable rules and standards for a less than 20,000 gpd wastewater treatment
facility.
B. NPDES Permit
- Part I of the existing NPDES Permit (NC0022098) indicating the
Effluent Limitations and Monitoring Requirements is included as Appendix B. There is
no requested change to the permitted flow or to the effluent limitations.
As UV disinfection is being proposed, we ask that Total Residual Chlorine be removed
from the monitoring requirements. A new weekly monitoring condition requiring a
verification of the UV lamp indicator port (indicating operation) should be added to the
monitoring requirements.

We ask that the daily monitoring of effluent temperature be revised to reflect a weekly
basis. If the effluent temperature monitoring frequency remains as a daily requirement,
our intention would be to utilize a temperature probe that is monitored and recorded by
the system control panel to fulfill this requirement.
We would like to request modification to the frequency of sample collection for effluent
parameters that require testing at an outside laboratory. Specifically, we ask that the
sample frequency for BOD5, TSS, NH3-N and Fecal Coliform be reduced to a Monthly
frequency. We believe the parameters that are tested on a weekly basis by the Operator
in Responsible Charge (ORC) are adequate indicators of the overall operation of the
treatment system and whether the effluent limits are being maintained. Reducing the
testing frequency of the parameters listed above will reduce the financial burden on the
system operation.
We would also like to request a modification to the Outfall location to be near to the new
treatment system. The proposed Outfall location is shown on the Engineering Plans
contained in Appendix C.
C. Special Order by Consent
- The facility is not subject to a Special Order by Consent. This
section is Non-Applicable.
D. Finding of No Significant Impact or Record of Decision
- As this project is a replacement of an existing permitted facility,
no Environmental Document has been developed. This section is Non-Applicable.
E. Engineering Plans
- One set of detailed engineering plans are included (Appendix C).
The plans have been signed and sealed by Kevin D. Davidson, P.E. (NC PE# 024582) of
Agri-Waste Technology, Inc. (AWT Engineers and Soil Scientists). The firm's name,
address and license number are included on each page of the engineering drawings. This
information is also included below for reference.
Agri-Waste Technology, Inc.
dba AWT Engineers and Soil Scientists
501 N. Salem Street, Suite 203
Apex,NC 27502
Firm License# C-0519
Each page of the engineering plans is labeled as follows:
"FINAL DRAWING—FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION"

The new system is dependent on pumps to transfer collected wastewater to the treatment
system, to dose wastewater to the AX-Max units, to recirculate the wastewater over the
textile of the AX-Max units and then to pump the treated effluent through the UV
systems and ultimately to the discharge point. For each of these pumping activities,there
are dual pumps specified in the design.
In the event that a supplemental alkalinity source is needed to assist in the treatment
process, a chemical feed pump is included in the system. In order to have redundancy for
this pump, our intention is to have a single pump in use with a back-up pump stored at
the facility. A backup generator and liquid propone tank will also be installed with this
system to provide supplemental power in the event of power failure. The generator will
power all system components in the event of power failure.
The engineering plans contain sufficient detail for the project to be estimated and
constructed. As needed, the plans include applicable disciplines such as Civil, Electrical,
Instrumentation/Controls and Process Flows. The engineering plans include appropriate
plan and profile views to provide a comprehensive understanding of the project
intentions.
With the proposed modification, the hydraulics of the system will change as compared to
the existing plant. Two major changes (for the better) are that flow equalization prior to
the treatment units will now be provided and flow buffering in the treatment units will
also occur. The flow equalization tank will allow an even, consistent hydraulic and
organic loading to be supplied to the treatment units throughout the day. This is in
contrast to the existing plant which must process the full instantaneous flow as the flow is
delivered to the plant. Due to the recirculating nature of the AX-Max units, flow
buffering occurs in conjunction with the treatment process. As effluent is sprayed over
the textile media, a portion of the treated effluent is recirculated in the AX-Max unit for
further processing. The recirculation ability buffers the flow and only discharges small
flows at a given time. With the proposed new system, the hydraulic impact of the
treatment system is such that the full NPDES permitted flow (10,000 gpd) can be met
with the three AX-Max units (trains) in service. A single AX-Max unit can process (on
hydraulic basis only) the peak hourly flow(1050 gph). The peak hourly flow is based on
a peaking factor of 2.5 or a daily flow of 25,000 gpd. The redundancy provided by
multiple pumps and the backup generator will ensure that the system will remain
operational in the event of power loss or maintenance activities.
The proposed modification does change the process flow diagram from the existing
system. In general, raw waste from the mobile home park will enter the STEP or septic
tanks for settling and primary treatment. Outflow from the STEP and septic tanks will
flow into the flow equalization tank. On an hourly basis (nominal), effluent is pumped to
each of the three AX-Max units. Effluent is sprayed over the textile in the AX-Max units
in order to treat the wastewater. The treated effluent will flow to the discharge chamber
of the AX-Max unit. The treated effluent will be pumped out of each AX-Max unit into
the dual UV system (in series, rated for discharge flowrate in each unit) and the

monitoring flowmeter and then to the final discharge outfall. The process flow diagram
for the proposed system is shown below.
NW Cluster;32 Units,3765 gpd
Sanitary Sewer Septic Tank Pump Tank
Collection System 10,000 gallons 10,000 gallons
SW Cluster;16 Unit 1882 gpd
Sanitary Sewer STEP Tank 3,333 gpd
Collection System 8,000 gallons _ I AX-Max Unit 300-42'
E Cluster,22 Units,2588 gpd Flow EQ Tank AX-Max Unit 300-42'
10,000 gallons
Sanitary Sewer STEP Tank
Collection System 10,000 gallons AX-Max Unit 250-42'
NE Cluster;15 Units,1765 gpd
Sanitary Sewer STEP Tank
Collection System 8,000 gallons
Final Discharge UV and Flow Meter
F. Engineering Specifications
- One set of detailed engineering specifications are included
(Appendix C). The specifications have been signed and sealed by Kevin D. Davidson,
P.E. (NC PE# 024582) of Agri-Waste Technology, Inc. (AWT Engineers and Soil
Scientists). Each page of the engineering plans is labeled as follows:
"FINAL SPECIFICATIONS—FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION"
The engineering specifications contain sufficient detail for the project to be estimated and
constructed. As needed, the specifications include applicable disciplines such as Civil,
Electrical, Instrumentation/Controls and Process Flows. The engineering specifications
include appropriate discussion and product descriptions to provide a comprehensive
understanding of the project intentions. Specific manufacturer "cut sheets" and product
descriptions are included for the major system components including, but not limited to,
the following: tanks, effluent filters, pumps, pump vaults, control floats, AX-Max units,
control panel, UV disinfection systems, monitoring flowmeter, etc. The specifications
also include quality control testing for the concrete tanks. Inspection documentation,
indicating specific items to be inspected or tested during system installation and start-up
are also included.

G. Construction Sequence Plan
- A Construction Sequence Plan has been developed for the
installation of the new treatment system. During construction there will be no intentional
overflow or bypass of effluent to waters of the State. The Installation Contractor will not
be responsible for operation of the existing treatment system during installation of the
new treatment system. The Operator in Responsible Charge (ORC) will continue to be
responsible for the operation of the current wastewater treatment plant during installation
of the new treatment system. The Construction Sequence Plan is included as Appendix D
and is also included on the Engineering Drawings.
H. Engineering Calculations
- The appropriate Engineering Calculations are included for review
(Appendix E). The cover sheet of the calculations has been signed and sealed by Kevin
D. Davidson, P.E. (NC PE# 024582) of Agri-Waste Technology, Inc. (AWT Engineers
and Soil Scientists). The calculations summarize the peak hourly design flow with
justification of the selected peaking factor. The calculations summarize pollutant and
hydraulic loading for the proposed system with estimated final effluent parameters.
Additional calculations justifying the component selection is also summarized in the
engineering calculations.
I. Permits
- We are not aware of the need for additional permits for this
project.
J. Residuals Management Plan
- Management of residuals will be significantly improved with the
proposed wastewater system. The new system will include STEP or septic tank(s) as a
primary treatment component. These initial tanks will accept the raw waste from the
mobile home park and allow settling and separation of solids in the waste stream.
Anaerobic processes in the septic tank will degrade the added solids. However, over
time, solids will accumulate on the bottom of the tank and a scum layer on the liquid
surface will become present. On a periodic basis (expected to be an annual basis) the
accumulated solids and the scum layer will need to be removed. Removal of the solids
and scum will be handled by a licensed septage hauler. A Residuals Management Plan is
included as Appendix F.
In preparing the design for the new system, the NC DEQ document titled "Minimum
Design Criteria for NPDES Wastewater Treatment Facilities"was referenced. Language
demonstrating compliance with the applicable recommendations in this document are
included below.

1. Facility Design Criteria
The proposed facility design complies (or provides justification for applicability)with the
requirements in the following sections:
• 15A NCAC 02H .0124
• 15A NCAC 02T .0100
• 15A NCAC 02T.0800 as well as referenced sections within Subchapter 02T
2. Definitions
The Firm Capacity of the system is based on both the flowrate of the Flow Equalization
pumps and the Discharge pumps. The design flowrate of a single pump is 25 gpm or
1500 gph. For comparison,the peak hourly flow is rated at 1050 gph.
A hydraulic analysis of each "flow point" throughout the system has been conducted.
The analysis confirms that with only a single AX-Max unit in service, that the system
will pass the Peak Hourly flow. A Hydraulic Assessment has been included as Appendix
G.
3. Reliability—Multiple Units for Treatment Facilities Greater than 20,000 Gallons
per Day
Not Applicable to this Application as design flow is 10,000 gpd.
4. Reliability—Units for Treatment Facilities Less than or Equal to 20,000 Gallons
per Day
The design considers dual pumps for all critical pumping units. There are no blowers
associated with the treatment system. UV disinfection is proposed for the treatment
system. A dual UV system is proposed and will have the ability to notify the ORC of
lamp/unit failures,telemetry and audible and visible alarms. A spare UV lamp will also
be kept on-site.
5. Reliability—Power
In order to meet the power reliability requirement, a standby generator is proposed for
this system. The generator will be automatically activated in the event of power
interruption. The generator will be capable of powering all essential treatment units
under design conditions.

6. Pump Requirements
Dual pumps are specified for each of the critical pumping operations. For each set of
pumps,the peak hourly flow (1050 gph)can be met with a single pump in service. There
are three (3) sets of critical pumps to the system. A summary of the pumps is shown
below. A back up pump will be maintained on-site for each model of critical pump.
Design Flowrate of Single Pump
Pump Function Pump Location (gpm) (gph)
AX-Max Feed Pump Flow EQ tank 25 1500
Recirculation Pump AX-Max Unit— 75 4500
Recirculation Side
Polish Pump AX-Max Unit— 48 2880
Discharge Side
Discharge Pump AX-Max Unit— 25 1500
Discharge Side
7. Air and Blower Requirements
Not Applicable to this Application as aerators or blowers are not being utilized in the
treatment process.
8. Chlorine Disinfection Detention Time
Not Applicable to this Application as disinfection will be accomplished with a dual UV
system.
9. Dechlorination
Not Applicable to this Application as disinfection will be accomplished with a dual UV
system.
10.Freeboard
There are no "open"treatment units in the proposed system. Each concrete tank and
treatment unit does maintain a minimum of 12" of freeboard under the peak hourly flow
even with one AX-Max treatment
Thank you for your review of this information. If you have any questions or comments
on this information, please feel free to contact me at [e-mail] or via
telephone at 919-367-6310.
Regards,
Kevin D. Davidson,P.E.
V.P. of Engineering

Appendix List
Appendix A Application for Authorization to Construct Permit
Appendix B Existing NPDES Permit NC0022098
Appendix C Engineering Plans and Specifications
Appendix D Construction Sequencing Plan
Appendix E Engineering Calculations
Appendix F Residuals Management Plan
Appendix G Hydraulic Assessment

Appendix A
Application for Authorization to Construct Permit

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 1: INSTRUCTIONS AND INFORMATION
A. The Division of Water Resources will accept this application package for review only if all of the items are provided and the
application is complete.Failure to submit all of the required items will result in the application package being returned as incomplete
per 15A NCAC 02T.0105(b).
B. Plans and specifications must be prepared in accordance with 15 NCAC 02H.0100,15A NCAC 02T,North Carolina General Statute
133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES
Wastewater Treatment Facilities.
C. The plans and specifications submitted must represent a completed final design that is ready to advertise for bid.
D. Any content changes made to this Form ATC-12-14 shall result in the application package being returned.
E. The Applicant shall submit ONE ORIGINAL and ONE DIGITAL COPY (CD) of the application, all supporting documentation and
attachments. All information must be submitted bound or in a 3-ring binder, with a Section tab for each Section, except the
Engineering Plans.
F. Check the boxes below to indicate that the information is provided and the requirements are met.
G. If attachments are necessary for clarity or due to space limitations, such attachments are considered part of the application
package and must be numbered to correspond to the item referenced.
H. For any project that requires review under the State Environmental Policy Act(SEPA), an Authorization to Construct cannot be
issued prior to the completion of a State Clearinghouse advertisement period for a FONSI, EIS, etc.unless the project qualifies for
a Determination of Minor Construction Activity.
I. For more information,visit the Division of Water Resources web site at:https://deq.nc.gov/about/divisions/water-resources/water-
resou rces-perm its/wastewater-branch/npdes-wastewater/authorization-to-construct.
J. In addition to this Authorization to Construct,the Applicant should be aware that other permits may be required from other Sections
of the Division of Water Resources(for example:reclaimed water facilities permits;Class A or B biosolids residuals permit).
SECTION 2:APPLICANT INFORMATION AND PROJECT DESCRIPTION
A. APPLICANT
Applicant's name T3T Cranbrook, LLC
Signature authority's name per 15A NCAC 02T.0106(b) Mr.Rich Colangelo
Signature authority's title Designated Representative
Complete mailing address 1150 Hungry Neck Blvd,Suite C-359, Mount Pleasant,SC 29464
Telephone number 508-320-7653
Email address [e-mail]
B. PROFESSIONAL ENGINEER
Professional Engineer's name Kevin Davidson
Professional Engineer's title VP of Engineering
North Carolina Professional Engineer's License No. NC#024582
Firm name Agri-Waste Technology, Inc.
Firm License number C-0519
Complete mailing address 501 N.Salem St,Suite 203,Apex, NC 27502
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 1

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Telephone number 919-859-0669
Email address [e-mail]
C. NPDES PERMIT
NPDES Permit number NC0022098
Current Permitted flow(MGD)—include permit
flow phases if applicable 0.01—single system
D. PROJECT DESCRIPTION
Provide a brief description of the project: Replace the existing wastewater treatment system with new collection tanks and a
triplex-train Orenco Systems, Inc.AdvanTex treatment system. System is to be sized for a 0.010 mgd system with a peak hourly
flow of 1050 gallons.
SECTION 3:APPLICATION ITEMS REQUIRED FOR SUBMITTAL FOR ALL PROJECTS
A. Cover Letter
® The letter must include a request for the Authorization to Construct;the facility NPDES Number; a brief project description
that indicates whether the project is a new facility,facility modification,treatment process modification,or facility expansion;
the construction timeline;and a list of all items and attachments included in the application package.
® If any of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities are not met by the proposed design,the letter must include an itemized list of the requirements that are not met.
B. NPDES Permit
® Submit Part I of the Final NPDES permit for this facility that includes Part A(Effluent Limitations and Monitoring Requirements)
for the monthly average flow limit that corresponds to the work that is requested for this project.
C. Special Order by Consent
❑ If the facility is subject to any Special Orders by Consent(SOC),submit the applicable SOC.
® Not Applicable.
D. Finding of No Significant Impact or Record of Decision
❑ Submit a copy of the Finding of No Significant Impact or Record of Decision for this project.
❑ Provide a brief description of any of the mitigating factors or activities included in the approved Environmental Document
that impact any aspect of design of this project,if not specified in the Finding of No Significant Impact or Record of Decision.
® Not Applicable.
E. Engineering Plans
® Per 15A NCAC 02T.0504(c)(1),submit one set of detailed plans that have been signed,sealed and dated by a North Carolina
Licensed Professional Engineer.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 2

State of North Carolina
IItZ Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
N Per 21 NCAC 56.1103(a)(6),the name,address and License number of the Licensee's firm shall be included on each sheet of
the engineering drawings.
N Plans must be labeled as follows: FINAL DRAWING—FOR REVIEW PURPOSES ONLY—NOT RELEASED FOR CONSTRUCTION.
N 15A NCAC 02H .0124 requires multiple(dual at a minimum) components such as pumps, chemical feed systems, aeration
equipment and disinfection equipment. Is this requirement met by the design? ® Yes or ❑ No. If no, provide an
explanation:
Plans shall include:
@ Plans for all applicable disciplines needed for bidding and construction of the proposed project(check as appropriate):
I Civil ❑ Not Applicable
O Process Mechanical N Not Applicable
❑ Structural N Not Applicable
N Electrical ❑ Not Applicable
N Instrumentation/Controls ❑ Not Applicable
El Architectural Not Applicable
❑ Building Mechanical N Not Applicable
❑ Building Plumbing N Not Applicable
N Plan and profile views and associated details of all modified treatment units including piping,valves,and equipment(pumps,
blowers,mixers,diffusers,etc.)
N Are any modifications proposed that impact the hydraulic profile of the treatment facility?®Yes or ❑ No. If yes, provide
a hydraulic profile drawing on one sheet that includes all impacted upstream and downstream units. The profile shall include
the top of wall elevations of each impacted treatment unit and the water surface elevations within each impacted treatment
unit for two flow conditions: (1)the NPDES permitted flow with all trains in service and (2)the peak hourly flow with one
treatment train removed from service.
N Are any modifications proposed that impact the process flow diagram or process flow schematic of the treatment facility?
Yes or❑No. If yes,provide the process flow diagram or process flow schematic showing all modified flow paths including
aeration,recycle/return,wasting,and chemical feed,with the location of all monitoring and control instruments noted.
F. N Engineering Specifications
N Per 15A NCAC 02T.0504(c)(2),submit one set of specifications that have been signed,sealed and dated by a North Carolina
Licensed Professional Engineer.
0 Specifications must be labeled as follows: FINAL SPECIFICATIONS — FOR REVIEW PURPOSES ONLY— NOT RELEASED FOR
CONSTRUCTION.
Specifications shall include:
N Specifications for all applicable disciplines needed for bidding and construction of the proposed project (check as
appropriate):
N Civil ❑ Not Applicable
❑ Process Mechanical N Not Applicable
❑ Structural N Not Applicable
►I4 Electrical ❑ Not Applicable
►Z1 Instrumentation/Controls ❑ Not Applicable
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
❑ Architectural ® Not Applicable
❑ Building Mechanical ® Not Applicable
❑ Building Plumbing ® Not Applicable
® Detailed specifications for all treatment units and processes including piping, valves, equipment (pumps, blowers, mixers,
diffusers,etc.),and instrumentation.
® Means of ensuring quality and integrity of the finished product including leakage testing requirements for structures and
pipelines,and performance testing requirements for equipment.
LI Bid Form for publicly bid projects.
G. Construction Sequence Plan
® Construction Sequence Plan such that construction activities will not result in overflows or bypasses to waters of the State.
The Plan must not imply that the Contractor is responsible for operation of treatment facilities. List the location of the
Construction Sequence Plan as in the Engineering Plans or in the Engineering Specifications or in both: The construction
Sequence Plan is included on the Engineering Plans and in the Narrative Description of the Design (contained in Engineering
Specifications).
H. Engineering Calculations
® Per 15A NCAC 02T.0504(c)(3),submit one set of engineering calculations that have been signed,sealed and dated by a North
Carolina Licensed Professional Engineer;the seal,signature and date shall be placed on the cover sheet of the calculations.
For new or expanding facilities and for treatment process modifications that are included in Section 4.C,the calculations shall
include at a minimum:
® Demonstration of how peak hour design flow was determined with a justification of the selected peaking factor.
0 Influent pollutant loading demonstrating how the design influent characteristics in Section 4.B.2 of this form were
determined.
® Pollutant loading for each treatment unit demonstrating how the design effluent concentrations in Section 4.B.2 of this form
were determined.
Z Hydraulic loading for each treatment unit.
® Sizing criteria for each treatment unit and associated equipment(blowers,mixers,pumps,etc.)
® Total dynamic head(TDH)calculations and system curve analysis for each pump specified that is included in Section 4.C.6.
® Buoyancy calculations for all below grade structures.
® Supporting documentation that the specified auxiliary power source is capable of powering all essential treatment units.
I. Permits
® Provide the following information for each permit and/or certification required for this project:
Permit/ If Not Issued Provide
Not Date Date Certification Status and Expected
Permit/Certification Applicable Submitted Approved Number Issuance Date
Dam Safety NA
Soil Erosion and Sediment Control NA
USCOE /Section 404 Permit NA
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 4

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Water Quality Certification (401) NA
USCOE/Section 10 NA
Stormwater Management Plan NA
CAMA NA
NCDOT Encroachment Agreement NA
Railroad Encroachment Agreement NA
Other: NA
J. Residuals Management Plan
For all new facilities, expanding facilities, or modifications that result in a change to sludge production and/or sludge
processes, provide a Residuals Management Plan meeting the requirements of 15A NCAC 02T.0504(l) and 15A NCAC 02T
.0508.the Plan must include:
® A detailed explanation as to how the generated residuals(including trash,sediment and grit)will be collected,handled,
processed,stored,treated,and disposed.
® An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
El A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
El If oil,grease,grit or screenings removal and collection is a designated unit process,a detailed explanation as to how the
oil/grease will be collected,handled, processed,stored and disposed.
El Not Applicable.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 5

State of North Carolina
IhrZ Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 4: PROJECT INFORMATION
A. WASTEWATER TREATMENT PLANT FLOW INFORMATION—COMPLETE FOR NEW OR EXPANDING FACILITIES
1. Provide the following flow information:
Plant Flows
Existing Plant Design 0.01 MGD
Current NPDES Permit Limit 0.01 MGD
Current Annual Average .00605 MGD
(past 12 months)
For Past 12 Months: For Past 24 Months:
Start Date:8/2019 Start Date:7/2018
End Date:8/2020 End Date:8/2020
Excluding 6/2020 Excluding 5/2019&6/2020
Maximum Month .00725 MGD .008 MGD
Maximum Day .008 MGD .011 MGD
Peak Hour Not Recorded MGD Not Recorded MGD
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 6

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
B. WASTEWATER TREATMENT FACILITY DESIGN INFORMATION—COMPLETE FOR NEW OR EXPANDING FACILITIES AND
FOR TREATMENT PROCESS MODIFICATIONS
, 1. Have all of the requirements of 15 NCAC 02H.0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.1,and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities been met by the proposed design and specifications? // Yes or❑ No. If no, provide justification as to why the
requirements are not met,consistent with 15A NCAC 02T.0105(n):
2. Provide the design influent and effluent characteristics that are used as the basis for the project design,and the NPDES
permit limits for the following parameters:
Project Basis of Design
Design Influent Design Influent
Influent Concentration Load
Concentration- (Must be (Must be
Current Annual supported by supported by
Average(past Engineering Engineering Design Effluent
12 months)if Calculations Calculations Concentration and/or NPDES Permit Limits
Parameter Available [Section 3.H]) [Section 3.H])
Load (monthly average)
Ammonia Nitrogen 3 mg/L Summer 3.8 mg/L Summer
(NH3 N) - mg/I 70 mg/L 5.84 lb/day
10 mg/L Winter 24 mg/L Winter
Biochemical .10 mg/L Summer 30 mg/L Summer
Oxygen Demand mg/L 300 mg/L 25.02 lb/day
(BON 0 10 mg/L Winter 30 mg/L Winter
Fecal Coliform 10 per 100 mL 200 per 100 mL
Nitrate+Nitrite
Nitrogen (NO3-N+ 40 mg/L -mg/L
NO2-N)
Total Kjeldahl mg/L
Nitrogen
45 mg/L -mg/L
Total Nitrogen
1370 lb/year -lb/year
10 mg/L -mg/L
Total Phosphorus -mg/L 20 mg/L 1.67 lb/day
304 lb/year -lb/year
Total Suspended -mg/L 200 mg/L 16.68 lb/day 10 mg/L 30 mg/L
Solids(TSS)
3. Based on the"Project Basis of Design"parameters listed above,will the proposed design allow the treatment facility to
meet the NPDES Permit Limits listed above?®Yes or❑ No. If no,describe how and why the Permit Limits will not be
met:
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 7

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
4. Per 15A NCAC 02T.0505(j),by-pass and overflow lines are prohibited. Is this condition met by the design? /1 Yes or❑No
If no,describe the treatment units bypassed,why this is necessary,and where the bypass discharges:
5. Per 15A NCAC 02T.0505(k),multiple pumps shall be provided wherever pumps are used. Is this condition met by the
design?®Yes or❑ No. If no,provide an explanation:
6. Per 15A NCAC 02T.0505(1),power reliability shall be provided consisting of automatically activated standby power supply
onsite capable of powering all essential treatment units under design conditions,or dual power supply shall be provided
per 15A NCAC 02H.0124(2)(a). Is this condition met by the design? ®Yes or❑ No. If no,provide(as an attachment
to this Application)written approval from the Director that the facility:
> Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks,and
➢ Has sufficient storage capacity that no potential for overflow exists,and
> Can tolerate septic wastewater due to prolonged detention.
7. Per 15A NCAC 02T.0505(o),a minimum of 30 days of residual storage shall be provided. Is this condition met by the
design? /1 Yes or❑ No. If no,explain the alternative design criteria proposed for this project in accordance 15A NCAC
02T.105(n):
8. Per 15A NCAC 02T.0505(q),the public shall be prohibited from access to the wastewater treatment facilities. Explain how
the design complies with this requirement:Treatment units to be enclosed by perimeter fence with locked gate.
9. Is the treatment facility located within the 100-year flood plain? ®Yes or❑ No. If yes,describe how the facility is
protected from the 100-year flood:Critical Elevations are above the floodplain elevation
C. WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION—COMPLETE FOR NEW OR
EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS
1. PRELIMINARY AND PRIMARY TREATMENT(i.e., physical removal operations and flow equalization):
No.of Plan Sheet Specification Calculations
Treatment Unit Units Type Size per Unit Reference Reference Provided?
(Yes or No)
Manual Bar Screen - MGD at peak hourly flow
Mechanical Bar
Screen MGD at peak hourly flow
Grit Removal - MGD at peak hourly flow
Flow Equalization 1 10,000 gallons WW-10 Spec.5.1 Yes
Primary Clarifier - Circular ft diameter; ft side
water depth
Primary Clarifier - Rectangular square feet; ft side
water depth
Concrete Yes
Other 5 STEP/Septic 6,000-10,000 gallons/tank WW-10 Spec.5.1
Tanks
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 8

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
2. SECONDARY TREATMENT(BIOLOGICAL REACTORS AND CLARIFIERS)(i.e.,biological and chemical processes to remove
organics and nutrients)
No.of Plan Sheet Specification Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference
(Yes or No)
Aerobic Zones/ gallons
Tanks
Anoxic Zones/
Tanks gallons
Anaerobic
gallons
Zones/Tanks
Sequencing Batch
Reactor(SBR) -- gallons
Membrane
Bioreactor(MBR) - gallons
ft diameter; ft
Secondary Clarifier - Circular side water depth
Secondary Clarifier - Rectangular square feet; ft
side water depth
Other 3 Recirculating Yes
42'x 8' WW-8/9 Spec.5.7
Media Filter
3. TERTIARY TREATMENT
No.of Plan Sheet Specification Calculations
Treatment Unit Type Size per Unit Provided?
Units Reference Reference
(Yes or No)
Tertiary Clarifier - Circular ft diameter; ft
side water depth
Tertiary Clarifier - Rectangular square feet; ft
side water depth
Tertiary Filter - square feet
Tertiary Membrane
Filtration square feet
Post-Treatment
Flow Equalization -- gallons
Post-Aeration - gallons
iprap at
Other 1 Discharge Line 6'x 3'riprap pad WW-11 _ No
4. DISINFECTION
No.of Plan Sheet Specification Calculations
Treatment Unit Provided?
Units Type Size per Unit Reference Reference
(Yes or No)
Series 30 gal/day per bank at peak No
Ultraviolet Light 2 hourly flow;1 number of
g (Parallel;in banks;1 number of WW-13 Spec.5.9
series) lamps/bank
Chlorination (Gas; gallons of contact
tablet; liquid) tank/unit
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 9

•
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
Dechlorination (Gas; gallons of contact
tablet; liquid) tank/unit
5. RESIDUALS TREATMENT
No.of Plan Sheet Specification Calculations
Treatment Unit Provided?
Units Type Size per Unit Reference Reference
(Yes or No)
Gravity Thickening _ square feet; ft side
Tank water depth _
Mechanical
Thickening/ - dry lb/hour
Dewatering
Aerobic Digestion - gallons
Anaerobic Concrete Yes
Digestion 4 Tanks 8,000—10,000 gallons WW-10 Spec.5.1
Composting - dry lb/hour
•
Drying - dry lb/hour
•
Other -
6. PUMP SYSTEMS(include influent,intermediate,effluent,major recycles,waste sludge,thickened waste sludge and plant
drain pumps)
No.of Capacity of Plan Sheet Specification
Location Pumps Purpose Type each pump Reference Reference
GPM TDH
Flow EQ Tank 3 Dose AX-Max Units 4"Turbine 25 70' WW-12 Spec.5.5
from Flow EQ tank
AX-Max Unit 6 Distribute effluent 4"Turbine 75 58' WW-8/9 Spec.5.7
over textile media
AX-Max Unit Pump treated
Discharge 2 effluent to through 4"Turbine 25 70' WW-8/9 Spec.5.7
Compartment UV and to discharge
point
Alkalinity Feed 1 Dose Chemical Feed Peristaltic .03 - WW-13 -
as needed
7. MIXERS
No.of Power of Plan Sheet Specification
Location Mixers Purpose Type each(HP)
Mixer Reference Reference
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 10

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
8. BLOWERS
No.of Capacity of Plan Sheet Specification
Location Blowers Purpose Type each Blower Reference Reference
(CFM
9. ODOR CONTROL
Location No.of Purpose Type Plan Sheet Specification
Units Reference Reference
D. SETBACKS—COMPLETE FOR NEW WASTEWATER TREATMENT STRUCTURES
1. The minimum distance for each setback parameter to the wastewater treatment/storage units per 15A NCAC 02T.0506(b)
are as follows:
Minimum Distance Is Minimum Distance
Required from Nearest Requirement met by the
Setback Parameter Design?If"No",identify
Treatment/Storage Setback Waivers in Item D.2
Unit
Below
Any habitable residence or place of assembly under separate 100 ft Yes ❑ No
ownership or not to be maintained as part of the project site
Any private or public water supply source 100 ft ®Yes ❑ No
Surface waters(streams—intermittent and perennial,perennial 50 ft ®Yes ❑ No
waterbodies,and wetlands)
Any well with exception of monitoring wells 100 ft ®Yes ❑ No
Any property line 50 ft ®Yes ❑ No
2. Have any setback waivers been obtained per 15A NCAC 02T .0506(d)? ❑ Yes or ® No. If yes, have these waivers been
written, notarized and signed by all parties involved and recorded with the County Register of Deeds? ❑Yes or ❑ No. If
no, provide an explanation: All mobile homes are under common ownership with the treatment system.
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 11

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRON14ENrAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 5:APPLICATION CERTIFICATION BY PROFESSIONAL ENGINEER
Professional Engineer's Certification per 15A NCAC 02T.0105:
I, Kevin D. Davidson, attest that this application package for an Authorization to Construct
(Typed Name of Professional Engineer)
for the T3T Cranbrook, LLC- Cranbrook Village Mobile Home Park WWTP
(Facility and Project Name)
was prepared under my direct supervisory control and to the best of my knowledge is accurate,complete and consistent
with the information supplied in the engineering plans,specifications,calculations,and all other supporting
documentation for this project. I further attest that to the best of my knowledge the proposed design has been
prepared in accordance with all applicable regulations and statutes, 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina
General Statute 133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design
Criteria for NPDES Wastewater Treatment Facilities, and this Authorization to Construct Permit Application,except as
provided for and explained in Section 4.B.1 of this Application. I understand that the Division of Water Resources'
issuance of the Authorization to Construct Permit may be based solely upon this Certification and that the Division may
waive the technical review of the plans,specifications,calculations and other supporting documentation provided in this
application package. I further understand that the application package may be subject to a future audit by the Division.
Although certain portions of this submittal package may have been prepared,signed and sealed by other professionals
licensed in North Carolina,inclusion of these materials under my signature and seal signifies that I have reviewed the
materials and have determined that the materials are consistent with the project design.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes
any false statement, representation,or certification in any application package shall be guilty of a Class 2 misdemeanor,
which may include a fine not to exceed$10,000, as well as civil penalties up to$25,000 per violation.
North Carolina Professional Engineer's seal with written signature placed over or adjacent to the seal and dated:
Pm
O2,Z
vOn
3)111Z1
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 12

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT(FORM ATC-12-14)
SECTION 6:APPLICATION CERTIFICATION BY APPLICANT
Applicant's Certification per 15A NCAC 02T.0106(b):
I, Mr.Rich Colangelo Designated Authority,attest that this application package for an Authorization to Construct
(Typed Name of Signature Authority and Title)
for the T3T Cranbrook,LLC- Cranbrook Village Mobile Home Park WWTP
(Facility and Project Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all
required parts of this application package 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. I further certify that in
accordance with 15A NCAC 02T.0120(b),the Applicant or any affiliate has not been convicted of environmental crimes,
has not abandoned a wastewater facility without proper closure,does not have an outstanding civil penalty where all
appeals have been abandoned or exhausted,are compliant with any active compliance schedule,and does not have any
overdue annual fees.
I understand that the Division of Water Resources' issuance of the Authorization to Construct Permit may be based
solely upon acceptance of the Licensed Professional Engineer's Certification contained in Section 5,and that the Division
may waive the technical review of the plans,specifications,calculations and other supporting documentation provided
in this application package. I further understand that the application package may be subject to a future audit.
I understand that in accordance with General Statutes 143-215.6A and 143-215.6E any person who knowingly makes
any false statement, representation,or certification in any application package shall be guilty of a Class 2 misdemeanor,
which may include a fine not to exceed$10,000, as well as civil penalties up to$25,000 per violation.
Signature: ALAlitGZ C2-4427 Date: March 17,2021
THE COMPLETED APPLICATION AND SUPPORTING INFORMATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES/NPDES
By U.S. Postal Service By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET,9TH FLOOR
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
Application for Authorization to Construct Permit(FORM ATC-12-14) Page 13

Appendix B
Existing NPDES Permit NC0022098

Permit NC0022098
Part I
A. (1) EFFLUENT LIMITS AND MONITORING REQUIREMENTS
[15A NCAC 02B.0400 et seq., 15A NCAC 02B.0500 et seq.]
During the period beginning on the effective date of this permit and lasting until expiration,
the permittee is authorized to discharge treated wastewater from outfall 001. Such discharges
shall be limited' and monitored by the permittee as specified below:
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
Monthly Daily Unit of Measurement Sample
Parameter Description-PCS Code Average Maximum Measure Frequency Sample Type Location
Flow- 50050 0.01 MGD Weekly Instantaneous Influent or
Effluent
BOD,5-Day(20 Deg.C) - 00310 30.0 45.0 mg/L Weekly Grab Effluent
Total Suspended Solids - 00530 30.0 45.0 mg/L Weekly Grab Effluent
Ammonia Nitrogen(as N) - 00610 24.0 35.0 mg/L Weekly Grab Effluent
(November 1-March 31)
Ammonia Nitrogen(as N) 00610 3.8 19.0 mg/L Weekly Grab Effluent
(April 1-October 31)
Fecal Coliform(geometric mean) - 31616 200 400 #/100 ml Weekly Grab Effluent
pH-00400 >6.0 and<9.0 standard units s.0 Weekly Grab Effluent
Total Residual Chlorine(TRC)2 - 50060 28 pg/L 2/week Grab Effluent
Temperature,°Centigrade - 00010 deg.C Daily Grab Effluent
weekdays
Total Phosphorus(as P) - 00665 mg/L Quarterly Grab Effluent
Total Nitrogen(as N)3 - 00600 mg/L Quarterly Grab Effluent
Total Kjeldahl Nitrogen(as N)-00625 mg/L Quarterly Grab Effluent
Nitrite plus Nitrate Total(as N)-00630 mg/L Quarterly Grab Effluent
Footnotes:
1. No later than December 21, 2016, the permittee shall begin submitting discharge
monitoring reports electronically using the Division's eDMR system [see A. (3)].
2. The facility shall report all effluent TRC values reported by a NC certified laboratory
including field certified. However, effluent values < 50 µg/L will be treated as zero for
compliance purposes.
3. TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN is Total Kjeldahl Nitrogen,
and NO3-N and NO2-N are Nitrate and Nitrite Nitrogen, respectively
There shall be no discharge of floating solids or visible foam in other than trace
amounts.
Page 3 of 6

Appendix C
Engineering Plans and Specifications

Engineers and Soil Scientists FINAL SPECIFICATIONS
Agri-Waste Technology, Inc. FOR REVIEW PURPOSES ONLY
501 N. Salem Street, Suite 203 NOT RELEASED FOR
Apex, North Carolina 27502 CONSTRUCTION
919-859-0669
www.agriwaste.com
T3T Cranbrook, LLC
Cranbrook Village Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
Plans and Specifications for
Replacement Wastewater Treatment System
�`�ciwo ®©Q
tz-j s
0 t.
Date: March 17, 2021
Consultant: Kevin D. Davidson, P.E.
Vice President of Engineering
[e-mail]
Agri-Waste Technology, Inc.
501 N. Salem Street, Ste 203
Apex,NC 27502
Office: 919-859-0669

FINAL SPECIFICATIONS
Engineers and Soil Scientists FOR REVIEW PURPOSES ONLY
Agri-Waste Technology, Inc. NOT RELEASED FOR
501 N. Salem Street, Suite 203
Apex, North Carolina 27502 CONSTRUCTION
919-859-0669
www.agriwaste.com
Plans and Specifications for Wastewater System
1. Narrative Description of System
2. Construction Sequence Plan
3. Wastewater System Drawings
WW-1 Cover Sheet
WW-2 Property Layout
WW-3 Existing Conditions (Current System)
WW-4 Proposed System Layout
WW-5 Proposed Treatment System
WW-6 Individual Tank Layout
WW-7 AX-Max Detail
WW-8 System Detail#1
WW-9 System Detail#2
WW-10 System Detail #3
WW-11 Electrical Plan
WW-12 Process Flow Diagrams
4. Wastewater System Specifications
General Project Specifications
Material Management Practices
Site Work
Installer Specification
Material and Component Specifications

5. Design Basis—Component Selection
STEP, Septic and Pump Tank Sheets
Access Riser Adapters
Tank Risers
External Splice Box
Riser Lids
Safety Nets
Effluent Filters
System Pumps
Pump Vault
UV Disinfection Unit
Control Panels
Flow Meter
AX-Max Treatment Unit
6. Inspection Documentation

1. Narrative Description of Wastewater System

Narrative Description
Engineers and Soil Scientists Of
Agri-Waste Technology, Inc. Wastewater System
501 N. Salem Street, Suite 203y
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
The replacement wastewater treatment system designed for the T3T Cranbrook, LLC —
Cranbrook Village Mobile Home Park, WWTP considers the following components:
- Collection Tanks (5)
STEP Tank NE Cluster
STEP Tank E Cluster
STEP Tank SW Cluster
Septic and Pump Tank NW Cluster
-Flow Equalization Tank
-Advantex AX-Max Treatment Unit (3)
- UV Disinfection
-Headworks Components
- Control Panel
-Discharge Point
Due to the size and advanced technology in this system, a Certified Operator in Responsible
Charge(Classification—Biological Grade I) must be contracted to maintain this system.
Collection Tanks
With the change in treatment system technology and to address issues with the existing
collection system, new tankage is being installed to meet the collection needs of the Park. With
the layout of the Park,the collection system has been broken into different clusters. The clusters
are as follows with the number of units contained in each cluster:
- Northeast Cluster 15 units
- East Cluster 22 units
- SW Cluster 16 units
- NW Cluster 32 units
Each cluster is served by a either a STEP tank or a Septic Tank/Pump Tank combo. Tankage for
each cluster is discussed below.
Northeast Cluster—STEP Tank
One (1) new 8,000-gallon, traffic-rated concrete septic tank will be installed as a STEP tank to
serve the Northeast Cluster of units. The STEP tank will receive the raw wastewater from the
existing gravity collection sewer system that serves this area of the mobile home park. Duplex
pumps, each contained in a single OSI Biotube pump vault with an effluent filter, will be located

in the outlet compartment of the STEP Tank. Effluent that exits this tank will flow to the Flow
Equalization Tank.
The STEP tank has a baffle wall that facilitates the settling of solids in the inlet compartment of
the tank. The tank will be outfitted with three (3) 24" access risers. Two risers will be installed
on the inlet portion of the tank and one riser will be installed on the outlet portion of the tank
(containing the pumps). To facilitate the installation of the access risers, the tank will have riser
adapters cast into the top of the tanks during tank construction. The risers will be single piece
PVC risers with a heavy-duty lid. Each riser access will also contain either an inner lid or a
safety net. One of the lids on the inlet compartment of the tank will contain a filter and be a
vented lid.
The STEP pumps will be controlled by a three-float system. The floats will be an OFF, ON, and
High-Water Alarm float.
East Cluster—STEP Tank
One (1) new 10,000-gallon, traffic-rated concrete septic tank will be installed as a STEP tank to
serve the East Cluster of units. The STEP tank will receive the raw wastewater from the existing
gravity collection sewer system that serves this area of the mobile home park. The tank will be
installed behind the existing wastewater treatment plant. Duplex pumps, each contained in a
single OSI Biotube pump vault with an effluent filter, will be located in the outlet compartment
of the STEP Tank. Effluent that exits this tank will flow to the Flow Equalization Tank.
The STEP tank has a baffle wall that facilitates the settling of solids in the inlet compartment of
the tank. The tank will be outfitted with three (3) 24" access risers. Two risers will be installed
on the inlet portion of the tank and one riser will be installed on the outlet portion of the tank
(containing the pumps). To facilitate the installation of the access risers, the tank will have riser
adapters cast into the top of the tanks during tank construction. The risers will be single piece
PVC risers with a heavy-duty lid. Each riser access will also contain either an inner lid or a
safety net. One of the lids on the inlet compartment of the tank will contain a filter and be a
vented lid.
The STEP pumps will be controlled by a three-float system. The floats will be an OFF, ON, and
High-Water Alarm float.
Southwest Cluster—Septic Tank
One (1) new 8,000-gallon, traffic-rated concrete septic tank will be installed as a STEP tank to
serve the Southwest Cluster of units. The STEP tank will receive the raw wastewater from the
existing gravity collection sewer system that serves this area of the mobile home park. Duplex
pumps, each contained in a single OSI Biotube pump vault with an effluent filter, will be located
in the outlet compartment of the STEP Tank. Effluent that exits this tank will flow to the Flow
Equalization Tank.
The STEP tank has a baffle wall that facilitates the settling of solids in the inlet compartment of
the tank. The tank will be outfitted with three (3) 24" access risers. Two risers will be installed
on the inlet portion of the tank and one riser will be installed on the outlet portion of the tank

(containing the pumps). To facilitate the installation of the access risers, the tank will have riser
adapters cast into the top of the tanks during tank construction. The risers will be single piece
PVC risers with a heavy-duty lid. Each riser access will also contain either an inner lid or a
safety net. One of the lids on the inlet compartment of the tank will contain a filter and be a
vented lid.
The STEP pumps will be controlled by a three-float system. The floats will be an OFF, ON, and
High-Water Alarm float.
Northwest Cluster—Septic Tank and Pump Tank
One (1) new 10,000-gallon, traffic-rated concrete septic tank will be installed as a Septic tank
and one (1) new 10,000-gallon, traffic-rated concrete pump tank will be installed as a Pump tank
to serve the Northwest Cluster of units. The Septic tank will receive the raw wastewater from
the existing gravity collection sewer system that serves this area of the mobile home park.
Effluent that exits this tank will flow via gravity to the Pump Tank.
The Septic tank has a baffle wall that facilitates the settling of solids in the inlet compartment of
the tank. The tank will be outfitted with three (3) 24" access risers. Two risers will be installed
on the inlet portion of the tank and one riser will be installed on the outlet portion of the tank. To
facilitate the installation of the access risers, the tank will have riser adapters cast into the top of
the tanks during tank construction. The risers will be single piece PVC risers with a heavy-duty
lid. Each riser access will also contain either an inner lid or a safety net. One of the lids on the
inlet compartment of the tank will contain a filter and be a vented lid. The outlet device in the
Septic tank will be a 15" outlet tee with filter. An Orenco Systems, Inc. (OSI) fifteen inch (15")
effluent filter will be installed on the outlet of Septic Tank.
Duplex pumps, each contained in a single OSI Biotube pump vault with an effluent filter, will be
located in the outlet compartment of the Pump Tank. Effluent that exits this tank will flow to the
Flow Equalization Tank.
Flow Equalization Tank
A 10,000-gallon,traffic-rated concrete pump tank will be installed as a flow equalization tank for
the system. The filtered effluent that leaves the collection tanks will flow into the Flow
Equalization Tank. The Flow Equalization Tank will receive filtered effluent and allow the
filtered effluent to be pumped evenly to the AX-Max treatment units. Duplex pumps, each
contained in a single OSI Biotube pump vault with an effluent filter, will be located in the outlet
compartment of the Flow Equalization Tank. The pump assembly will be positioned in a single
riser. Effluent that exits this tank will flow to the system's treatment component. Under normal
operation, one flow equalization pump will send filtered effluent to a single AX-Max unit.
The Flow Equalization Tank has a baffle wall that facilitates the settling of solids in the tank.
The tank will be outfitted with threer (3) 24" access risers. Two risers riser will be installed on
the inlet portion of the tankand one riser will be installed on the outlet portion of the tank. To
facilitate the installation of the access risers, the tank will have riser adapters cast into the top of
the tanks during tank construction. The risers will be single piece PVC risers with a heavy-duty
lid. Each riser access will also contain either an inner lid or a safety net.

AX-Max Treatment Plant
The treatment component of the system is three (3) unit Orenco Systems, Inc. AdvanTex AX-
Max Treatment Plant. The AX-Max Unit (Unit) is a 42' x 7.6' fiberglass tank divided into
multiple sections depending on the stage of the treatment plant. Each Unit contains sheets of
"fabric"that provide a media for bacteria to live and treat the added wastewater. Pumps to spray
the effluent over the fabric sheets are also included in the design. The fabric sheets are
positioned throughout out the treatment sections of the unit. Effluent from the Flow Eq. Tank
will enter the Treatment Plan (first unit in flow path). Effluent will then flow to the second unit
of the plant. Recirculation Pumps will spray effluent over the fabric in the initial two units.
Effluent sprayed over the first unit and the first half of the second unit will experience further
treatment in these units. The portion of the treated effluent that drains into the second portion of
the send unit will exit the second unit and gravity flow to the third unit in the plant. The third
unit will provide a final polishing treatment of the effluent. Final treated and polished water
from the third unit will be pumped through the UV system and headworks prior to final
discharge.
The duplex re-circulation pumps in the different units will be controlled by a system of three (3)
floats that operate the pumps in a Timed Dose arrangement.Under normal operation, both pumps
will operate simultaneously. Float 1 (lowest elevation) is a Redundant Off float. Float 2 is a
Peak Enable float and Float 3 acts as a High-Water Alarm. Under normal operation, the
Redundant Off float will be engaged thereby activating the timer in the control panel. At the pre-
set interval, the pump will engage and distribute effluent over the textile fabric ("on" cycle).
Following this period, the pump will turn off and rest for a designated time ("off' cycle)".
During periods of increased usage,the Peak Enable float will engage and reduce the pre-set"off'
time and thereby send increased flow across the fabric. If the water level in the re-circulation
tank continues to rise, the High-Water Alarm will activate. If the High-Water Alarm activates,
the pumps will continually operate until the High-Water Alarm Float is disengaged. With the
pumps in continually operation, the peak hourly flow for the system can be processed (even with
a single AX-Max unit in service).
Ventilation fans, which draw air through the units to aid in the treatment of the effluent are
located at each unit. During extreme cold conditions, the ventilation fan will not operate and
oxygen exchange will be passively controlled.
UV Disinfection
Disinfection for the system will be also accomplished using a dual pressure UV system that is
located in the control building.The UV disinfection system will consist of two (2) Sanitron S50C
UV units positioned in series. Each unit is rated to handle a flowrate of 20 gpm which is
equivalent to the design discharge rate (20 gpm) of the system. The UV light should operate for
approximately one year prior to needing to be replaced. Operation of the UV system is checked
thru a site port with indicator light located on the unit. With the two units in series and both
rated for the discharge flow rate,there is redundancy in the system.
Headworks Components
Along with the UV system, several additional "headworks" components will also be included in
the system discharge line. These components include a monitored flowmeter, a filter and a

venturi aspirator. The flowmeter will be connected to the system control panel and allow the
discharge flow to be monitored and recorded. The filter will remove any final particles from the
discharged effluent. Finally, the venturi aspirator will inject air into the discharge line prior to
the treated effluent being discharged.
Control Panel
A single Control Panel will be located at the main control building to operate the three STEP
Tanks and the Pump Tank(NW Cluster). These panels will operate the pumps based on the float
elevations. The panels will contain timers and counters for each pump.
A single OSI TeleComm (TCOM) Control Panel will be used to operate the pumps and monitor
the float switches for the Flow Equalization Pumps, the three AX-Max Units and associated
pumps, and the UV System. The panel will be configured with a cellular connection that allows
the panel to alert the system operator to the "real-time" operation of the system. The panel will
also be connected to the discharge flow meter so that an up to date reading of the discharged
flow is recorded.
Discharge Point
The discharge location will be constructed with rip-rap to allow the treated effluent to disperse
and be further aerated prior to introduction in the receiving stream. The discharge pipe will
transition from a small pumped line to a larger gravity line to allow the flow velocity to reduce
prior to discharge (assuming elevation allows).
Operation and Maintenance Requirements
Due to the size of this system, a certified Operator in Responsible Charge (ORC) must be
designated. The ORC shall visit the site at the inspection frequency defined in the Facility
Permit.
Maintenance activities are required by the ORC at each visit. For the collection tanks and Flow
Equalization tank, the ORC shall periodically measure the solids and scum level in both the inlet
and outlet end. The effluent filter in the SW septic tank shall be cleaned (over inlet end of tank)
as needed and at a minimum of quarterly. The solids level shall also be checked in the AX-Max
units. The ORC shall monitor and report as necessary appropriate data from the control panel.
At least once a year the ORC shall conduct draw-down tests for each flow equalization and
discharge pump. The draw-down tests shall be conducted after any flushing and adjustment of
the pump flows.
With the specified system, the expected use from the facility, and the expected flow, minimal
maintenance of the system should be required. The system is classified and is required to have
an ORC. The inspection frequency will be provided in the Operation Permit for the system.
Typical activities to occur during the inspections include:
• Evaluate overall system condition,
• Evaluate tank contents (presence of foreign products) and accumulated solids level,
• Clean effluent filters,
• Manually test pumps and floats,

• Confirm operation of high water alarms,
• Confirm operation of UV System,
• Collect any required samples and perform required testing,
• Evaluate discharge point (visually)for proper operation.
There are minimal mechanical components included in the system. The components are standard
septic system components. Therefore, there are no special provisions needed for this system.
Reporting of system performance should be based on the ORC requirement and following each
inspection a report shall be provided to the owner of the system.

2. Construction Sequence Plan

CONSTRUCTION SEQUENCING PLAN
Items must occur in the order listed; items cannot occur concurrently unless specifically
noted.
1. Receive Construction Authorization from NCDEQ.
2. Pre-construction meeting on-site with Contractor, Engineer, and regulatory
personnel.
3. Notify Agri-Waste Technology 48 hours prior to beginning system installation.
4. Installation of temporary construction fence around treatment system area.
5. Clearing& grubbing only as necessary for site grading at location of new
treatment system.
6. Rough grading of system area.
7. Preparing of Flow Equalization Tank and East Cluster of Park STEP Tank
excavation.
8. Delivery and installation of Flow Equalization Tank and East Cluster STEP Tank.
Vacuum test tanks.
9. Preparation of AX-Max excavations.
10. Delivery and installation of AX-Max treatment units.
11. Build Control Room building and internal Control Room components.
12. Establish electrical connections and pump/float configurations.
13. Completion of New Treatment System including final discharge location.
14. Perform system testing with potable water(or discharged water from existing
treatment system).
15. Allow for inspection by NCDEQ.
16. Submit Partial Engineer Certification to NCDEQ (covering new Treatment
System and East Cluster STEP Tank).
17. Install and Connect STEP Tank at SW Cluster of Park. Vacuum test tank.
Submit Engineer Certification to NC DEQ for immediate use of tank.

18. Install and Connect Septic and Pump Tank at NW Cluster of Park(pump to Flow
EQ Tank). Vacuum test tank. Submit Engineer Certification to NC DEQ for
immediate use of tanks.
19. Install and Connect STEP Tank at NE Cluster of Park(pump to Flow EQ Tank).
Vacuum test tank. Submit Engineer Certification to NC DEQ for immediate use
of tank.
20. Connect flow to East STEP tank.
** Steps 17-20 can occur concurrently
23. Decommission and demolition of existing wastewater treatment plant and lift
station.
24. Achieve final stabilization throughout site including gravel around treatment
system.
25. Install permanent security fence at treatment system.

3. Wastewater System Drawings
LARGE DRAWINGS ARE SEPARATE
Small set of System Drawings are included for reference
(NOT TO SCALE)

Crc - brooK VI cce Vobi e - o 're DcrK WWTD ANT
A1NFWalte TednniSy.lne
501 N Salem Stroll,Suds 220
Npea,N19 Carol.27502 59
vvw eaNwaW a0m
Wiley Lewis Rd
Project Location: 4309 Old LibertyPlace Cranbrook�llage
J Mobile Home Park
Greensboro, NC 27406 Wastewater Treatment Plant
TN o C aner rauan
TN mnbrock LLCGuilford County a (c/o Rich Colangelo)
1150 Hungry Neck Ned
59
PIN 7872706925 `°e` 50.20Ile -70
1 ( Meant Peasant,SC 29464
Rd safia2a-76Sh
e noo-aead eam
*SITE ey Properly mlormanom
CronbrookHahne Home
Project Owner: T3T Cranbrook, LLC 45090 Liberty
1 Greensboro, 27400
a,NC 27406
Gudlard County
nil 7872106925
c/o Rich Colangelo PROFESSIONALENGINEER SEAL
85
1150 Hungry Neck Blvd, Ste C-359
Mount Pleasant, VA 24068
(s1 Final Drawing
(540) 357-4676 T.- — For Review
Purposes Only
[e-mail] SIN Not Released VICINITY MAP For
Construction
This doornail nun
Project Consultants: Kevin Davidson' P.E. agmalty s,gned and
Sheet Index sealed Kevin Da sdson,
[e-mail] NC PEN024582
on March 17,2021.
Agri—Waste Technology, Inc. Sheet 1 : Cover Sheet This a signedhall be
considered oa men and
sealed document
501 N. Salem Street, Ste 203 Sheet 2: Property Layout 1. ISM tun DESCROTION
' Apex, NC 27502 Sheet 3: Existing Conditions
(Current System)
(919) 859-0669 Sheet 4: Proposed System Layout
(91 9) 233- 1970 Fax Sheet 5: Proposed Treatment System
Sheet 6: Individual Tank Layout
System Overview: 85 Unit Mobile Home Park Sheet 7: AX—Max Detail
10,000 gpd Sheet 8: System Detail #1
Sheet 9: System Detail #2 SHEET TOLE
Design Standard — Discharge Sheet 10: System Detail #3 Cover Sheet
AdvanTex AX—Max (3) Treatment Sheet 11 : Electrical Plan DRAWN BY CREATED ON.
S Jones 04/22/2020
?may with Flow Equalization and Sheet 12: Process Flow Diagram REVISED DY: REVISED ON:
r���a 20-..I rat IJ 81,1,il UV Disinfection RELEASED BY RELEASED ON
V.a ll l"a..r .r.-W 1Lt44Q;.,.
2tdta;e.,�.e. SHEET NAVE
WW-1

AWF
jEngineer.and Soil Scientists
/ AgrvWaeleTxMobgy,Inc
MARTIN sat N Salem Slreel,suns 202
A \� PH A 2AIETTA ZA7ER1AL51NC Apex,91gd59-0669 on Carob.]]502
393�A LBERSTY3q vow ag.ade mm
\ j I/2•EIA DB 66]6 PG]4]D CrOnbro0k Village
\ \ PLUSH 5 04459,1
..� /�\ •.V I O9 04, �"W Mobile Home Park
j Wastewater Treatment Plonl
Owner InfoDr Cialon
nh
�,�` / �/ 53?2? \ `I 1/2'EIP 99 97'S3!'E 1>r banGook LLC
(c/o Rd Colangelo)
:y . ��2- / 62'3g,5�� j wsry 5 26° suw ite� g Neck Blvd
c o 9 • 99.9649'42'E 48°44' Mount Pieosan4 SC 99464
23'E 608-310-7633
I �t 2•EIP / 73445' ,cnetrebad corn
CHAIN NK 1'AIfLE N j ` J Properly Nlolmeten
BELONGS TG FENCE I'nI p l/2'EIP CronbraoY Wage
EIGHDOR _ I ` I'nlGry 4obae None Pork
SAI TRUCKING INC I i \ _
4309 Old LLMy Noce
Gulled County
�Z;;47 Greensboro,NC 27/06
DB rIIA9 PG Z ASPHALT PA O I Man PINS 7872]0695
ENCROACHM N7G I / PROFESSIONAL ENGINEER SEAL
2B8' 7RAf 0
BLOCK RE 7AINfN 'SEE.grcLOACHMENJ CSEE NO EEDR \' S I o'��// ®� /
E.821739 9 BELONGS TO NEIGHBOR NOTE 1p) o i o� I ` 3
1 8•WOOD DECK4'nlGry 5O ' ah
ENCROACHMENT S ` J o s o`� 4in itcrn ' / o� 'J \ s� 1/2'EIP For
PROpgN ..4 /• . L I'DEEP Construction
TANK ENCROACOMAGE 0 ' S
ENT c sO I_.
/ � \ \ Thus document was
IOOYR FLOODLINE / O / \` ` ongmalb stand and
N ...—._ _T.•s\0 LLa\� O ` / gO 1 ` VECEWO,GROGANI scaled by
MARi1NP NgP•.11 A MATERIALS INC illW / ` \ /•• r` 3` 39�D IJ6ERDiY 66 NC IC n D Davidson,
NC PE 024582
395� NB Rry34 / . ' © _ /o j ` RCP DB 66A6 PG 1 1� on March 17,2021.
DB 666 ` / "� 7hus mcdlum shall not be
47 O � d I consl�cmd a signed and
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ILLER I
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OLD LI5ERTY PLACE
\ EX NAIL
DRAWN BY CREATED ON
S Jones 04/22/2020
REVISED BY; RENSED 0N:
RELEASED BY RELEASED ON
Property Layout DRAWING NUMBER -2

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4309 Old Liberty Place
Greensboro,NC 27406
Guilford County
PM 7872706925
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"1. / PROFESSIONAL ENGINEER SEAL
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on March 17.2021
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RELEASED BY: RELEASED ON.
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Existing Conditions (Current System) VVW-3

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Agri-Waste TeNnoiogy,Inc.
501 N Salem Street.Suite NJ
Ape,Soft CanAna 27502
919-85,0669
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on March 17,2021
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I
< Final Drawing
NOTE: ADJUST SYSTEM
., 1 - For Review
urposes Only
LOCATION TO MEET SITE <C\ o .-'•
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Not Released
CONSTRAINTS / /p .
.'
Egnal[nal lanflafirISENCR4G PLAN ;IP.' ‘ Construction
q c
Items must occur in the onler listed items cannot occur conammuly unless spectfically ../ )04 •noted
1 Receive Constmarein Authorization from NC DEQ lc, 4/. , ki / / `s3
2 Pre-constructton racoons on me%nth Contractor.Erworter,and regulatory
<C\
personnel / <4; / 'PO\S •
2 Notify Agn.Wnste Technology 48 hours pnor to begonang system tnstrillation
.......• ccv SSW)Ofief 09:50P2011
4 Installatton of tem rypora construction fence around reamer system arca. / ,z,. 0
6' • .4c,
sA,
5 Clcanng it grubbing only as necessary for sae grading at location of new
trealmin,YySlerrl A
&4,,,,
6 Rough grading of systcm area et I /
MINIIIIII / illillifiliir
7 Pmpanng of Flow Equalizabon Tank and East Cluster of Park STEP Tank
'eli..- .• ---- 14-
excavation
.4.
8 Delivery and installation of Flow Equaltma on Tank and East Clown STEP Tank 0 .1111111 .,/ 111111.11Th ..40'<":
,
('
Vaaoni ter tanks •
9 Prepare:too of AN-81as meavations / /
10 Delivery and installation of AX-Max treatment onas ' *4 (), \r/
cs 6 o9 0
coo A ,p0.9 ^frr,i i Bad Control Room bolding end imornal Comm!Room comp,,,,,ns Line Legend CI •".1.-57,s... Typ• SHEET TITLE
12 Establish electrical connections and pump/float conligurar ons , scx 40 P. P
9. SFIP LA* I r sm 40 P4C ..., 0
.
13 Contain:on ofNew Treatment Ryomm Incluthno final M satyr,locanno Al. I.....,y ram Um 1 Tr S.40 Pot
0 rkr Proposed
,
\-:Cli,j/1)' System Layout
,„:„. „,"„o,. ,, oo„,,„,
I 4 Perron,system testing with potable uster(or discharged water from misung
treatment system) .21 \,-4
11.44 I I I I I I I‘41 I I I I I I IIII I I I IIIP'411I I I I I I I I I I I I 1P4141 I 111 I I:
15 Allow far Inspection by PCDEQ gOlIPOMMT IFLTMQ
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16 Subnut Pandit Engineer Cendication to SCDEQ(commng new TIC1117.11 X ''''t71::: .:, ',V. s.. 44114: 1116,1111111110p' ,-., DRAWN BP CREATED ON
System and East Cluster STEP Tank) STIP STEP Ta.
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" SREmJsooEeDs ay, Rt2s2/02002NO
17 Install and Connect STEP Tank En SW Cluster of Park Vacuum test tank r; z..,,fl.,
Submtt Donee,Certification to NC DEQ for immedtam use of tank cc cc,,.,,,a4ti 19
RELEASED BY RELEASED ON
NUMBE
Proposed System Layout ,„=., ,
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Construction
Northwest Cluster Layout Northeast Cluster Layout originally signed
an
ks
Q•„ .,...,• Q_•, .�.,, gmsca d y and
sealed by
Kevin D Davidson,
v�;`" .63 ,�; / on
PEW024582
^ t•�\ /,' Mach 17,2021
�`�\ - ,/,/ This mahmn shall not be
.; Install Safety Net considered n sita,en and
scaled document
• ,1 , y1Q-7•F FEY Issu[o arc rcscwPnaN
yo/�� In Each Access Riser That Does
�� ;'� A,�� / Not Contain An Inner Lid
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.�;. u( Threaded Eye 1Vir
Layout
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�••� Rise DRAWN BY. CREATED ON
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S Janes 04/22/2020
a� REVISED 6r• REVISED ON
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t / _
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Wastewater Treatment Plant
4,,,..,........y
0,m...rebel "..,0., Owner Inforrnaton
ItoS in,. T37 Cronbrook 11C
(c/o Roll Colangelo)
1150 Hungry Neck BM
Sulte C-359
Yount Pleasant,SC 29464
e-•.:=••••' 808-320-76S3
noh(grubil earn
:..i...,.,....7.: it:;-,:,---i
P,:=- Dil
rf..??.,..V. •t...4-V-: pi ..4 111.11.11, Properly Informabon,
!, Cranbrook Wage
• ... Ilable Home Park
du
i „_,,,...."....
.•. .
ic, 4309 Old Liberty Place
Green:Iwo,NC 27405
I.i
1 .'••• : Calord County
.:: 4 L, PHI 7872706925
%Vila.Unit al PROFESSIONAL ENGINEER SEAL
R...CR•ralavy Strlr%lee
Final Drawing
r....114,.....a...—..\ ....i
.,. IIIIIIIIIIIIIIIIII. ,, .4 ty, '' ,,,7,7.;tl.....,. — For Review
Purposes Only
,.11.Unit el Not Released
...01.11.r.,141•VIevr cenntono n"
Om.Srsienr,. For
Construction
Tlus document was
F.-A
— ongtnally sIgned and scaled
by
I KevM D Woolson.
NC PE O024582
a:
on March 17,2021.,.,1_..,,,..— ___d
, Thts medals shall not be
., - i\___ . consulered a signed and
.y.o.,.... ..-T---
'""—
:;..::J.Z.7..'' ". ,„„. ..,/-1/•‘: m I /-...;:n1,
l_{,j, 1 1 •i to •uo.-,
„f .'"`""
'4-
I _LC t scaled document
REV MUM WE DESCRFION
.11.......,="...— ,, •'''. ,.. \-..,,,z,,,,
• 1.14,1,,IlAn t• : ' 1 1 ". •
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& I SHEET TITLE
J.
1 , 1150••••••1
I . AX—Max Detail
:.;
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11,11.Vit. DRAWN BY: CREATED ON:
. S.Janes 04/22/2020
REVISED BY. REVISED ON:
etoronto Eat
0111.161.01.,lc.
RELEASED BY: RELEASED ON.
_...
DRAWING NUMBER
AX-Max Detail WW-7

���777------------CCCCCCAST-IN-PLACE RUBBER HOOT AMR'fEt e•PIPE DI SIDE INLET ` r _ Engineare and Sall Scientists
NO CONCRETE KNOcxB60' SHOAF-10,000 GAL SEPTIC TANK p4H-Wasm Technology,256 0• HSI20 TRAFFIC RATED SHOAF•70,000 GAL.PUMP TANK °Y•I"a
NC APPROVAL#STB-2083 zs6°• HSRo TRAFFC RATED 501 N Salem Sheol,Suite 203
NC APPROVALAPT-2082 Apex,North 9.85 room 27502
SHOAF PRECASTING. , WToT,a 90669
® 4130 W US MN/'/84 �.�� SHOAF PRECAST INC, gmvasla corn
�• IFTING ANCHORS ; LEXINGTON,NC 27286 m0[v. 4130W US HWY44 Cranbrook Village
' (TIP.4) � • PHONE[phone] IFTING ANCHORS LEXINGTON,NC 27296
FAX[phone] (TIP O '. PHONE[phone] Mobile Home Park
In1oD9enoarPr«eat.oam •• ,4�., , FAX(3]e)767d938
I200• 6 a 1360• Info@sRwar hoefprecaoLcom Iz00• ,- //Z\��]1360' IrpO®anmfpr«eatcom Wastewater Treatment Plant
2.,• "`��� , l-/1 Y.wwanoarpreueLcom Owlet Informal=
■ -GAL PER'TO 02 2168 ---���2.'LLL���---■ -�274 L- TSr G o roof,In
-
•2 TO 1 LENGTH TO WIDTH RATIO NOTES (c/o Rich 11NECkColangelo)
•
- 0 •FULL CAPACITY•10,211 GAL 1150 Hungry Neck BM1
-PIPE PENETRATION SEALS MEET ASTM C92] -GAL PER INCH-12134 Soh C-359
•• 6a' -13'BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS •2:1 LENGTH TOWIDTH RATIO Mount Pleasant,SC 29464
REINFORCED PER ENGINEER SPECS -PIPE PENETRATION SEALS MEET ASTM C-923 509-320-7653
- - •'•' CONCRETE •"' ' `• r .. -It BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS IA6OtIubndmm
2400' -TANK WEIGHT-106,0006 • -REINFORCED PER ENGINEER SPECS
-TOP-40,0 DO NOTE.CUTLET THROUGH RISER -CONCRETE-6,000 PSI MIN. Property Information
-BOTTOM•40,0000 -TANK WEIGHT-602,560p Granbro0N Wage
CAST-IN-PLACE RUBBER BOOT CA�q-,N-R AC[OIFUBBEA a®i
roa 6•PIPE ON OUTLET -RISER SECTION•26,000p -TOP-42,16ap 4309 Home Pon
•BOTTOM SECT•40,1000 4X19 OM LLeny Race
RISER SECTION•20,0E00 Greensboro,NC 27406
• 256.0' - COW County
2400' 2560• MI 7072106925
1-100 ..w.. Ar,.+ u... oR. r,.. rI00' 2.,,.,.,.o...ft..4..•400• .m.w....em...,.. c.,..v....r.....
I 10 a• PROFESSOR EMMA SEA
.J L,,•.._, ,
°�L,,:r:i.:; :.,.!�4=-. ,,,.T.:.,'�•: 1 --;c: ::e caa RRpN.S I�t SEMI Ctti�
VENT DTP.e, 2;5. 300".rmruvsenc[ S7_L _-_,.~t 100• M�aI 300 i
1II t 4.0- {IF' W
435''. in, 40• •
4315 ----83"LIQUID 840•Si 1
IWWDD 840•
y�P 102.0'34 5
930• III.O• O o 0 0 O 00 .'93.0' YL 7R4 830•
2ao•' 37s•c I ,•,1I F BD� 111 gspmlr�mI �SPZIMMISIMILIRIE Final Drawing
1 B0' B0, 1560• 60 7B 0•BO' 80. 1200' .0• - For Review
80' - 1560' •,,.6,U, - —78e� so' BD•-� 120136 0• T a D• H[ITR016 iAKK 10 BOTTGI Or 4"INL[i 1360' Purposes Only
BOTTOM OF TANK TD BOTTOM Or 6"OUTLET- Not Released
-BOTTOM Or TAM(TO BOTTOM OF 8"INLET For
NTS NOTE.ACTUAL INLET LOCATION IS IN SIDE OF TANK; Construction
SHOWN ON END HERE FOR CLARITY NTS
Thin document WOO
Q Septic Tank#1-NW Cluster(or equivalent 10,000 gallon tank) 0Pump Tank#1-NW Cluster(or equivalent 10,000 gallon tank) onginally signed and scaled
e....,.....�. ...... ..�„ by
Know D Davidson,
l NC PE 0024582
21.
SHOAF-8,000 GAL SEPTIC TANK 05100 r 0000couTsc iso ethMar IT,)I sot
P SHOAF•10,000 GAL SEPTIC TANK Tins mcdlum shall net be
cmAA
256 HSI2O TRAFFIC RATED f - 2565.
.1 „A•_••^_•rr.1: -- - ..r. 1 NC APPROVAL#STB-2082 ••.•, HAPTOALI0STO-20
considered a signed and
- NC APPROVAL pSTB-208J sealed document
SHOAF PRECAST INC ' axOAP PI6EGST Me.
4130 WUS HWYW BW MED 051E OESCRPTON
.r,.. LEXMoTo0,N 27]66 LEXINGTON,NC 27299 IrtIWT 4x[Hms
�IFTING ANCHORS PHONEI33607.20228 R PMO.0 1330 M-0624
�, FAX(3]8)7BT-R26 FAX P1417n�2a24
/� 4.., mTo5sho.roHCaetcam 120ff '3- 136D• WAGshoEPmcntcom
120' I ,pi.• tiYP 1l ern�y .• wevAshoarprecaetcom - C3 w�r,+nwfpMulcem
? •GAL PER INCH•121.66 •2 TO Lexo TOWME RATIO
-2 TO I LENGTH TO WIDTH RATIO 6, on, --PIPE PENETRATION 6SEO SSEALSMEEE T AST■CJ
- ® RIPE PENETRATION SEALS MEET ASTM C412] .• 60' • -1)•BUTYL RUBBER SEALANT CONTINUOUS INJOIOI
NTS
•1)"BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS _ •ABIWOOae¢O PEE OR NB.P511 ePEee
6• -REINFORCED PER ENGINEER SPECS •: -� h••• • -• •• r c. - MCAREOHTOO PSI MN. - -
e . 1 ..-. 1�1„1.:;`/ -CONCRETE-6,000 PSI MIN.
- 24a0• •TANK WEIOM-IMOD°II
... - .. •TOP•4°AODp
-TANK WEIGHT-96,763 0 _BOTTOM-40AD.
NO - -TOP-40,000p rmr 6 PIP[VOLT •FUSER eeeTION-34A000
-BOTTOM•40,0000
-RISER SECTION•16,760 6
256A•
RISERS AND RING a[OVER Ia0 ,e4o•,• w. �• �• r100•
6 NEEDED FOR GRADE ADNSTNENT MS Q� )IN ➢i ,,,..!..,...,,,et
• aRM�NE ,� r 0 •:. SI, U • •.1
10' 4p fop 10' 6 * T 1w
bpi@ °11� �iR�I(� I -- .3••LlOUIS LEVEL., SHEET TRLE
.4N—�1 �' ��� :! 9]D'' MI Inv 43S.. O O :930•
791.7E1• � 6 2I E 7'11' !��imil 1 p a!G gIIII System Detail #1
2 1 7* }' 2 3754
•' Fell
- � 37}• ��m BA• 560' 6YTN i0 BDIIm O a On[�B0 +- I]S0' !"Ai—BA' DRAWN BY. CREATED ON.
Fklli9s! IN e S Jones 04/22/2020
se 7: 20
sir v TNw To mTTmI a-I ram°KITTEN RE1'1SED BY, REVISED ON
COTTON OF TANK TO BOTTOM E6 6••BRIE0M Or TANK TO BOTTOM Or 6•'OUTLET 36 NOfC•Lwry O�[�ro 020 0�IR00100 OF TpMU
NTS :EOM Or TAMP TO BITTEN OF 4^11ACT BOTTOM Er TANK TO BOTTOM 6 4"OUTLET NTS SHEET NAME,
0.STEP Tank#3-SW Cluster(or equivalent 8,000 gallon tank) STEP Tank 441-E Cluster(or equivalent 10,000 gallon tank) WW-8

andAW
Engineers Soil
SHOAF-8,000 GAL SEPTIC TANK Agd.Whete Technology,toe
-256 HS120 TRAFFIC RATED 501 N Selom SSW,Sur0203
•L s) t ,_,.11 s,(••` ..„•_, _ NC APPROVAL#STB-2082 APoa.Nunn
Carolina 27502
: *Stabilize or Mulch Disturbed Areas 919-65 69
SHOAF PRECAST INC. Yxwswooaste corn
0' 4130 W US HWY 64
LEXINGTON,NC 27296 Cranbrook Village
I.: P 0�1FT(TYANlE MS ,3 PHONE[phone]
FAX[phone] Mobile Home Park
/mil Inra®ehoerarecaeLeom Detectable Locator Tape
1 e• 1 1 e4• it z�iD 136• vAmahaarorecaeLrnm p Wastewater Treatment Plant
\ // ( .. \\\ 111 Oente OfeemaGcm
I ■ LIC
, •2TO01 ENGTHTOWDTH RATIO 1-211 Soil Mound to (/o pith Colangelo)
- Cb -PIPE PENETRATION SEALS MEET ASTM C523 24-3611 Backfill 1150 Nogg NedBk
-11'BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS Account for Settling Site C-359
REINFORCED PER ENGINEER SPECS MMmt Heart,SC 29464
1, K• -..y.. '...^�-.i:• .. ,. - M„.. _ 653
-CONCRETE-5,000 PSI MIN. Cover IA A 4( cHStrublicam
-TANK WEIGHT-96,750 a rc
zoo -TOP-ao,oaoa i 1 1 �l�A� 17i1�1a;L 1�
-BOTTOM-40,000 0 ;\ \\ /„ /�. Property 1.,armaL�am
•m5FJRSECTION•18,]SOa \ �� �" \: tiobde o ePor
• Clean Backfill liable Name Port
-'\ \ Don off H Wisp
Rue
COI.County I
NUMB
AND RING t COVER A \` \ `-/ / Swatters,NC 27406
656 [C➢E➢FOR WADE ADJUSTMENT 2rr Bedding Material /�- /••� \ \'� •\ , / `� RNt 872Ja6925
240
f m,._..,.,,,,:._-,:•,_ ,,,,,,9,�a1:."�:•s•: 3611•1 (sand or fines) ' '',, \% \�/ \% / 1,511 Force Main PRD�DNa NmS�
iiiiiiiiiiillgill
VENT KTTP 2
T7�•
FLDv TnRDUOK\t`o• f. 23• : x1AE � 77i• \\/ /$ \/
4} 23• I 374• 1.1111■1 Final Drawing
a'•e• •4,........:;.',`,.I..;."-' ; �4,-:..;.�•.t''- v�scle 6-1211Trench Width For Review
' i .,._6• ;a`-a•— B 36 Purposes Only
-BOTTOM Is TANK TO BOTTOM OF 6"BMW.OF TANK TO BOTTOM Or 6.,auuC Not Released
NTS-BOTTOM D'TAM(TO BOTTOM OF a INLET BOTTOM OF TANK TO BOTTOM OF 4"CUTLET NTS
_ For
©STEP Tank#2-NE Cluster(or equivalent 8,000 gallon tank) g Force Main Trench Detail Construction
SPACE Mad,*Is Thu document was
originally signed and sealed
by
SHOAF-10,000 GAL.PUMP TANK I Kevin Dandson,
2560• - H9120 TRAFFIC RATED
NC PE 9024582
..,,- •. r NC APPROVAL 0 PT-2092 on March 17,2021
•• This mcdlunl shall not be
SHOAF PRECAST INC considered a signed and
Q�\ 4160 W US HWY W seated document
new LIFTINGANCHWs LEXINGTON,NC 27295
OTP N PHONE)330)787662a
/�^�\� /\ FAD(3SB)787.2326 RC/ ISSUED sot OLSL6tPTON
1200' 3 4S� 4"0'` ; +.�ti.1�J1360• Inlogswww•hmeareuot corn
` `T-S/LF wxwehoalPreuetcom
•
■
NOTES
6' 0 •FULL CAPACITY-10.211 GAL
-GAL PER INCH-121 66
-2K1 LENGTH TO WIDTH RATIO
-PIPE PENETRATION SEALS MEET ASTM C-953 _-
•13-BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
•REINFORCED PER ENGINEER SPECS
NOTE'OUTLET THROUGH RISER -CONCRETE-5,000 PSI MIN
CASs-iN-PLACE mints soar -TANK WEIGHT-102350 0
FW 4•PIPE D4 IM[i EMO
-TOP-IS,trAa
-BOTTOM•40,100 a
RISER SECTION-20,000II
2560•
2400•
I .-r,... ...,. 0...sa...,..a to a•
i VENT• MP x✓ ;la. zts•J •,to D• Y-
-{Ills i SHEET TITLE
Bao.'' 345• 'L MO'345 040'
I 030• System Detail 2
now TP T)Timor 60' 200• 375 illigialal Bo•
130',_ —eo 1560• ,.-so•Je a•Bo;�_ B0• 120 a' :0' DRAWN BY: CREATED ON:
1360' S.Jones 04/22/2020
BOTTOM OF TANK TO BOTTOM OF 4••INLET
NTS
RELEASED BY. RELEASED ON'
ShFlow Eq Tank-Treatment System(or equivalent 10,000 gallon tank) SHEET NAME
24'nR6'Sheet ~�~- ••���I�y/>
_9

(':-� AWF
Engineers and Soil Scientists
I Agrl-Waste Technology.Inc
501 N Salem Street,Sum 203
Apo,North Cordova 27502
g1a 659-0669
min 3' Clean,Tamped Backfil www gd eie o
t suvPart
Concrete se 4"SCH 40 PVC Cranbrook Village
Support strap Class B Rip Ra w/Grate Mobile Home Park
Pad 18"z18'z4°
Oogoq ququ• Wastewater Treatment Plant
p;ktlE:;,;.,.. l.:tg l: -`'4.;,�ra.�.�t -` Over TY Cronbr
....r.LL NAMY i•��`•�����.L:. •���I•��y +\ (c/a Rich Colangelo)
!y CT l "{�. '� Y• e ," SuAe C�759 Nek Alva
111111)111 ,- -2 {'-At` `A _ _ -� t y_' kr4 Normal Peak OWN
2y `->f-"I ll-I n' .• �-~,� non-320-76535C 29/6/
MIN COVER f-_ r "� vat ON OFF ON OFF ON OFF
Geolexble i,-,,1F,,1�1-n- y-1'ICI_ n..11l y l 71�,-;Il- II Pump (mint 4mn) (mint (mint Imnl (mn)
Fabric ya net .l 1=1'IF, - II:iTnIIR'I ' l - 1t 6 -
Hol rt1i 31 �t 7.d• 1, IS
F.EeuaAmtlon Pumps A) 113 9) 57
�` ' P y-s- .r e�,t-,y,..h A%-Maz ReclrculeOan Pumps 13 B7 13 47 on - Propv{y Iniarma4on
;� -�� Filter Fabric w*- �N= ' #57 Gravel Cmndook Nlege
l _ i i lid Green Home Park
Galvanized ' i l�r� i IIt 4209 0112 Liberty
y Noe
4%4"Treoled Pos Elbow Clean,Tamped Backfill ndisturbed Earth malord County
48°burial(min) PINE 7872705925
PRORSSIONLL GILMEER SEA.
Final Drawing
O.Freshwater Spigot Detail Discharge Riprap Detail Timer Settings - For Review
souses A,.w..T......me 0,,. e.,.eeA,.w...T.a....i. �.T. eauRcEn..w...T. .,.
Purposes Only
Nat Released
For
Construction
w,.Ol ,^r= lrs document n as
_ ongi liy signed d sealed
rat,^a.er m.�e a., b7'
"._e—'• oat e�e� ra Kcvm D Davidson.
v ice.. es eud�..
T..+e,er. een r� e.,n NC PC N0245P2
311,......
�7 o Mmch 17 2021
_ This medium.hall not be
_ _ Sid d o si and
pa.. I 'MI N _ ,_,y l -� mscaled document___
n REV Mu En LIVE 0ESCNm0OR
cILIP-ii t.::° ...3 tr,°
11_ _Te00-a,eomb e.o,e no.,ln J3-0 -
e i Gavel Bea —1 L— e I..i enwl
,,neat._rae —t Bats....Ecr. l
/
IIIALI.41rat
I Ad,
... .... ' ^ .tee. I'..
r�
n
t1. 1. - 1 —II i II z - —
I r e
—
--- pat_ eat,_," .Ta.n.wv�, Z'' .
-�_'- ( — SHEET TRLE
.M�' *�!' _ li:t7i. _•• ..."._...'a_ System Detail #3
....... .:,. ........
.................................. ..........-................
•_ „..-_. ""•'^°"" __ s.n iv. _ _- - _ '~••^•••'�, DRAWN BY. CREATED ON•
S Jones 04/22/2020
87- "- RELEASED BY RELEASED ON.
System Profile SHEET NM.
24•.Oineee , eA �..T.,_..,. WW-10

Engm«rs and smisdemists
' ,r`3 a'P" I;fix } \ / 501 ri Sat 9baetlo Technology.
/..:"' '' \ Conduit Sizing / Wire Runs
,� X
\ �\ �\_• APee.North Caroline5S-0669 2]502
^" Line Conduit Size (in) ff10 �j12 7q Associated Ala ess°sG9
,• - _ Cable anwa:ta coin
,.i-• .vw Cranbrook Village
•.r0., \ �{� C 0.75 5 5 _ _ Mobile Home Park
r _ �"y �r^ D 0.75 - _ q - Wastewater Treatment Plant
'`' 0.ner Wastewater
\leef E 0.75 - - 5 - Tar Nara*uc
P � 5 F 0 75 - 3 - - (c/o Rich Coiange10
qP :Y� - _ 1150 Hungry Neck Blvd
\Q D 1.0 - 7 Sute C-359
ySA Yp' ^ ryti Fi Yount Peasant.SC 29464
a(, \ i. j\D�w 1.0 - 3 4 - 509a20-7653
6t�,10 �' (� 1.0 - 7 4 - barabm darn
f,Uf�C" j, : �f/ eft d� N .1 2 0 - 5 4 - Property
yr Informal.brook YAa9e
�(3 ,?�'�,1 K 1.0 - _ 1 YoWe Home Park
0'` l.•j •C�c.i 1309 tO51 Uter1Y Platt
�\� ;� !i•- yr. Greensboro.NC 17406
I•� Cu9fnE Count
''� '0
�\y,� ^'•,• a
\ � l E PROFESSIONAL ENGINEER SEAL
e.
®.,.: s NOTES•
\.`OP�S� _ OuaLfied Electrician to install wiring
°A- All conduit is PVC SCH 80,diameter and
,► lengths vary. Final Drawing
Minimum burial depth is le - For Review
t_O'• j - All conduit to be boned 36'or placed in Purposes Only
1y3 '° "yo,, ductile iron sleeve where crossing roadways. STEP
s 'ire Q1acoc" s • - All wire to be OF or THWN rated. Not Released
`'��S4s``` x4 - Incoming Power and required grounding by Control Panel For
4a4°•k�' Sv" others Construction
°s� - Wiring inside building not shown. r-IIJ I u 42 IA 1 III
- Existing Control Panel on Max Unit 81 to be hub doceancm wvs ongroalh
used for STEP Tank Control Panel signed and waled by Kevin D
Dowdson,NC PE/1024582
Electncal Plan Treatment System A' A AI sv I' e° on Man.h 17.2021
Nv O O NE O O E ° ° oo no �liv mcdiam.Imll not d
"'"""" OSTEP Tan: STEP lank STEP an STEP Tan; er
S co Idemi a signal and scaled
document i
v.muitwe REV ISSUED WE 00000Pn0N
1 I Control Panel
' 7 , w� R I`-]Id If li 51 I:I 11 !1 I:1 I:1 I:1 L'1
Mount Electrical troe Room
Box H War iii
to Side o/Control Raam
s.mpnq Pan Fall
To
3"Elbow Indrvitlual Power
Wire Runs Fla/EO SaurE-
��— _ w Tank
3"Connector I 1`1� 1" — -Flow In horn
Connector — sPa Pa.� Grote UV Discharge 41)
C •-----•---J Discharge Line Through .8... Pumi Tank UV Treatment
3"PV Control Budding Floor to TEl
e dens unit
Flow®ter
IRE
3"Type LB _ It?
ill 0 SHEET tri
Conduct eody FisO •Through Control wawi Naem Phar P3 Ax_ Spm Filter
Room Wall f pi�°Am�aab Electrical Plan
1"Conduit from
Treatment System equ;,'°„ao„, DRAWN BR. CREATED ON:
Pew L _ S.Jones 04/22/2020
RELEASED BR: RELEASED ON
NTS ^°^
Eiectrical Raceway Control Room Process Flow Diagram , Conduit Run Diagram SHEET NAME
o... a _._ o... _ WW-11
24,36•Sheet

AWF
Engineers and Soil Scientists
A0r4Waalo Tocbnoagy,In
501 N Salem Slreet,5u1e 200
Apex,North Carabno 27502
919459.0659
vxw egriwaete corn
Cronbrook Village
Mobile Home Park
NW Cluster; 32 Units, 3765 gpd Wastewater Treatment Plant
Owner InlarmaLan
131 Cranbroak LLC
(c/o Rich Colangelo)
Sanitary Sewer Septic Tank Pump Tank SuHeck de0-59" B'110 ]59
uaunl Pleasant.SC 29464
Collection System 10,000 gallons 10,000 gallons „au62a�m
Property Inlormabon.
Cranbrao0 2009,
0otOe lame Pork
4309 Old Liberty Place
Greensboro,NC 27406
Godard County
SW Cluster; 16 Units, 1882 gpd RN[7672706925
PROFESSIONAL ENGINEER SEAL
1hs document WIS
Sanitary Sewer STEP Tank 3,333 gpd ong1w11y vgncJ and sea aJ
by
Kevin D Davidson.
Collection System 8,000 gallons AX on Max Unit 300-42' C MaPE rcrchh 17,582
7,2021
They medium shall not be
rvsidcred a signed and
salad document
Final Drawing
E Cluster;22 Units, 2588 gpd Flow EQ Tank AX-Max Unit 300-42' - For Review
Purposes only
10,000 gallons Not Released
For
Sanitary Sewer STEP Tank I Construction
Collection System 10,000 gallons AX Max Unit 250-42'
NE Cluster; 15 Units, 1765 gpd
Rh SOULS 011L 5ESCRIPION
Sanitary Sewer STEP Tank
Collection System 8,000 gallons
SHEET TITLE
Final Discharge UV and Flow Meter Process Flow
Diagram
DRAWN BP CREATED ON.
S.Jones 04/12/2020
REVISED BY REVISED ON.
RELEASED BY: RELEASED ON:
DRAWING NUMBER
Process Flow Diagram WW-12

4. Waste Water System Specifications

Waste Water System Specifications
Table of Contents
1.0 General Project Specifications
1.1 Project Description
1.2 Site Description
1.3 Adjacent Property
2.0 Material Management Practices
2.1 Housekeeping
2.2 Hazardous Products
2.3 Product Safety Practices
2.3.1 Petroleum Products
2.3.2 Fertilizers
2.4 Spill Control Practices
3.0 Site Work
3.1 Construction Roads and Parking
3.2 Tree Preservation and Protection
3.3 Removal of Topsoil
3.4 Permanent Seeding
3.4.1 Seedbed Requirements
3.4.2 Soil Conditioner
3.4.3 Seedbed Preparation
3.4.4 Seeding
3.4.5 Mulch all plantings immediately after seeding.
3.4.6 Irrigation
3.4.7 Application of Organic Mulch
3.4.8 Anchoring Organic Mulch
3.4.9 Permanent Stabilization
4.0 Installer Specification
5.0 Material and Component Specifications
5.1 Concrete Tanks
5.2 Access Risers and Lids
5.3 System Piping
5.4 Biotube Pump Vaults
5.5 System Pumps
5.6 Control Panels and Floats
5.7 AX-Max Treatment Units
5.8 Headworks
5.9 Ultraviolet(UV)Disinfection

1.0. General Project Specifications
1.1 Project Description
The purpose of the project is to replace the existing wastewater treatment plant that serves the
mobile home community. The new system will serve up to 85 mobile homes with a total design
flow of 10,000 gpd. The proposed treatment system will consist of seven new tank,three new
AX-Max treatment units,and one control building. Final filtration and disinfection of the treated
effluent will occur in the control building.
1.2 Site Description
The project site consists of replacing an existing wastewater treatment package plant serving a
mobile home community located at 4309 Old Liberty Place, Greensboro,NC 27406. The project
location is in the central portion of the property. The setbacks and proposed location of the
treatment system is shown on the system drawings.
1.3 Adjacent Property
The surrounding area contains industrial users, undeveloped areas, wooded areas or occupied by
single-family residences.

2.0. Material Management Practices
The following are general material management practices that should be considered to reduce the
risk of spills and other accidental exposure of materials and substances to storm water runoff.
2.1 Housekeeping
The following good housekeeping practices shall be followed on site during the construction
project.
• An effort will be made to store only enough product required to do the job.
• All materials stored on site will be stored in a neat orderly manner in their appropriate
containers and, if possible, under a roof or other enclosure.
• Products will be kept in their original containers with the original manufacturer's label.
• Substances will not be mixed with one another unless recommended by the manufacturer.
• Whenever possible, all of a product will be used before disposing of the container.
• Manufacturer's recommendations for proper use and disposal will be followed.
• The site superintendent will inspect daily to ensure proper use and disposal of materials
on site.
2.2 Hazardous Products
These practices are used to reduce the risks associated with hazardous materials (if any are
present):
• Products will be kept in original containers unless they are not re-sealable.
• Original labels and Material Safety Data Sheets (MSDS)will be retained as they provide
important product information.
• If surplus product must be disposed of,the manufacturer's or local and state
recommended methods for proper disposal will be followed.
2.3 Product Safety Practices
The following product safety practices will be followed on site:
2.3.1 Petroleum Products
All on site vehicles will be monitored for leaks and receive regular preventive maintenance to
reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers
which are clearly labeled.

2.3.2 Fertilizers
Fertilizers (if required)used will be applied at recommended agronomic rates. Once applied,
fertilizer will be worked into the soil to limit exposure to storm water. The contents of any
partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills.
2.4 Spill Control Practices
The following practices will be followed for spill prevention and cleanup:
• Manufacturer's recommended methods for spill cleanup will be clearly understood and
site personnel will be made aware of the procedures and the location of the information
and cleanup supplies.
• Materials and equipment necessary for spill cleanup will be kept in the material storage
area on site. Equipment and materials will include but not be limited to brooms, dust
pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash
containers specifically for this purpose.
• All spills will be cleaned up immediately after discovery.
• The spill area will be kept well ventilated and personnel will wear appropriate protective
clothing to prevent injury from contact with a hazardous substance.
• Spills of toxic or hazardous material will be reported to the appropriate state or local
government agency, regardless of size.
• The spill prevention plan will be adjusted to include measures to prevent this type of spill
from reoccurring and how to clean up the spill if there is another one. A description of
the spill,what caused it, and the cleanup measures will also be included.
• The site superintendent responsible for the day-to-day site operations,will be the spill
prevention and cleanup coordinator. He should designate at least one other site personnel
to receive spill prevention and cleanup training. These individuals will each become
responsible for a particular phase of prevention and cleanup.

3.0 Site Work
The site shall be maintained in an orderly and clean fashion. Debris should be confined to a
common area and removed weekly. The minimum area needed shall be disturbed. Due to the
small footprint of the project(drainfield), a formal erosion and control plan has not been
developed. However, contractor shall follow standard practices to minimize any adverse effects
from the installation of the system.
3.1 Construction Roads and Parking (as applicable)
Inspect construction roads and parking areas periodically for condition of surface. Top-dress
with new gravel as needed. Check areas for erosion and sedimentation after runoff-producing
rains. Maintain all vegetation in a healthy,vigorous condition. Sediment-producing areas
should be treated immediately.
3.2 Tree Preservation and Protection
Some clearing of trees will be required for the installation of the drain line connecting the facility
to the treatment unit. Care shall be taken to minimize the disturbed area during installation. In
spite of precautions, some damage to protected trees may occur. In such cases, repair any
damage to the crown, trunk, or root system immediately.
• Repair roots by cutting off the damaged areas and painting them with tree paint. Spread
peat moss or moist topsoil over exposed roots.
• Repair damage to bark by trimming around the damaged area as shown in Figure 1
below, taper the cut to provide drainage, and paint with tree paint.
• Cut off all damaged tree limbs above the tree collar at the trunk or main branch. Use
three separate cuts as shown in Figure 2 to avoid peeling bark from healthy areas of the
tree.

I
I )I i vi
1 \
1 1
*41
TREE WOUND TRIM AND TAPER
Figure 1. Trim bark wounds with a tapered cut, then apply tree paint.
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COLLAR
INCORRECT CORRECT
Figure 2. Prune damaged branches with three cuts to avoid peeling bark from the tree when tree
trunk falls from tree.
To the degree possible,the vegetation that is removed during the drain line installation shall be
shredded on site and used to cover the drain line installation or as a ground cover. Larger
material shall be removed from the site and disposed of properly.

3.3 Removal of Topsoil
3.3.1 Materials
Determine whether the quality and quantity of available topsoil justifies selective handling.
Quality topsoil has the following characteristics:
• Texture—loam, sandy loam, and silt loam are best; sandy clay loam, silty clay loam, clay
loam, and loamy sand are fair. Do not use heavy clay and organic soils such as peat or
muck as topsoil
• Organic matter content—(sometimes referred to as"humic matter") should be greater
than 1.5%by weight.
• Acidity—pH should be greater than 3.6 before liming, and liming is required if it is less
than 6.0.
• Soluble salts—should be less than 500 ppm.
• Sodium—sodium adsorption ratio should be less than 12. The depth of material meeting
the above qualifications should be at least 2 inches. Soil factors such as rock fragments,
slope, depth to water table, and layer thickness affect the ease of excavation and
spreading of topsoil. Generally,the upper part of the soil,which is richest in organic
matter, is most desirable; however,material excavated from deeper layers may be worth
storing if it meets the other criteria listed above. Organic soils such as mucks and peats
do not make good topsoil. They can be identified by their extremely light weight when
dry.
3.3.2 Stripping
Strip topsoil only from those areas that will be disturbed by excavation, filling, roadbuilding, or
compaction by equipment. A 4-6 inch stripping depth is common, but depth varies depending on
the site. Determine depth of stripping by taking soil cores at several locations within each area to
be stripped. Topsoil depth generally varies along a gradient from hilltop to toe of the slope. Put
sediment basins, diversions, and other controls into place before stripping.
3.3.3 Stockpiling
Select stockpile location to avoid slopes, natural drainageways, and traffic routes. Re-spreading
is easier and more economical when topsoil is stockpiled in small piles located near areas where
they will be used.
• Sediment barriers—Use sediment fences or other barriers where necessary to retain
sediment.
• Temporary seeding—Protect topsoil stockpiles by temporarily seeding as soon as
possible, no more than 21 calendar days after the formation of the stockpile.

• Permanent vegetation—If stockpiles will not be used within 90 days they must be
stabilized with permanent vegetation to control erosion and weed growth.
3.3.4 Site Preparation (as needed)
Before spreading topsoil, establish erosion and sedimentation control practices such as
diversions, and berms as needed.
• Grading—Maintain grades on the areas to be topsoiled according to the approved plan
and do not alter them by adding topsoil.
• Limit of subsoil—Where the pH of the existing subsoil is 6.0 or less, or the soil is
composed of heavy clays, incorporate agricultural limestone in amounts recommended by
soil tests or specified for the seeding mixture to be used. Incorporate lime to a depth of at
least 2 inches by disking or raking.
• Roughening—Immediately prior to spreading the topsoil, loosen the subgrade by disking
or scarifying to a depth of at least 4 inches,to ensure bonding of the topsoil and subsoil.
If no amendments have been incorporated, loosen the soil to a depth of at least 6 inches
before spreading topsoil.
3.3.5 Spreading Topsoil
Uniformly distribute topsoil to a minimum compacted depth of 2 inches. Do not spread topsoil
while it is frozen or muddy or when the subgrade is wet or frozen. Correct any irregularities in
the surface that result from topsoiling or other operations to prevent the formation of depressions
or water pockets. Compact the topsoil enough to ensure good contact with the underlying soil,
but avoid excessive compaction, as it increases runoff and inhibits seed germination. Light
packing with a roller is recommended where high-maintenance turf is to be established.
On slopes and areas that will not be mowed,the surface may be left rough after spreading
topsoil. A disk may be used to promote bonding at the interface between the topsoil and subsoil.
After topsoil application, follow procedures for seedbed preparation,taking care to avoid
excessive mixing of topsoil into the subsoil.
3.4 Permanent Seeding
3.4.1 Seedbed Requirements
Establishment of vegetation should not be attempted on sites that are unsuitable due to
inappropriate soil texture poor drainage, concentrated overland flow, or steepness of slope until
measures have been taken to correct these problems.
To maintain a good stand of vegetation,the soil must meet certain minimum requirements as a
growth medium. The existing soil should have these criteria:
• Enough fine-grained(silt and clay)material to maintain adequate moisture and nutrient
supply(available water capacity of at least .05 inches of water to 1 inch of soil).

• Sufficient pore space to permit root penetration.
• Sufficient depth of soil to provide an adequate root zone. The depth to rock or
impermeable layers such as hardpans should be 12 inches or more, except on slopes
steeper than 2:1 where the addition of soil is not feasible.
• A favorable pH range for plant growth, usually 6.0-6.5.
• Freedom from large roots, branches, stones, large clods of earth, or trash of any kind.
Clods and stones may be left on slopes steeper than 3:1 if they are to be hydroseeded.
If any of the above criteria are not met—i.e., if the existing soil is too coarse, dense, shallow, or
acidic to foster vegetation—special amendments are required. The soil conditioners described
below may be beneficial.
3.4.2 Soil Conditioners
In order to improve the structure or drainage characteristics of a soil,the following materials may
be added. These amendments should only be necessary where soils have limitations that make
them poor for plant growth or for fine turf establishment.
• Peat: appropriate ro riate types are sphagnum moss peat, hypnum moss peat, reed-sedge peat, or
peat humus, all from fresh-water sources. Peat should be shredded and conditioned in
storage piles for at least 6 months after excavation.
• Sand: clean and free of toxic materials.
• Vermiculite: horticultural grade and free of toxic substances.
• Rotted manure stable or cattle manure not containing undue amounts of straw or other
bedding materials.
3.4.3 Seedbed Preparation
Complete grading according to the approved plan before seeding. Below are steps to take in
order to prepare the seedbed for planting.
1. Chisel compacted areas and spread topsoil 3 inched deep over adverse soil conditions, if
available.
2. Rip the entire area to 6 inches deep.

3. Remove all loose rock,roots, and other obstructions leaving surface reasonably smooth
and uniform.
4. Apply agricultural lime, fertilizer,and superphosphate uniformly and mix with soil.
5. Continue tillage until a well pulverized, firm reasonably uniform seedbed is prepared 4 to
6 inches deep.
6. Seed on a freshly prepared seedbed.
7. Mulch immediately after seeding and anchor mulch.
8. Apply lime and fertilizer(if needed)evenly and incorporate into the top 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour. When using a
hydroseeder,apply lime and fertilizer to a rough, loose surface.
9. Roughen surfaces. Complete seedbed preparation by breaking up large clods and raking
into a smooth, uniform surface. Fill in or level depressions that can collect water.
Broadcast seed into a freshly loosened seedbed that has not been sealed by rainfall.
3.4.4 Seeding
Seeding dates given in the seeding mixture specifications are designated as"best"or possible".
Seeding properly carried out within the"best"dates have a high probability of success. It is also
possible to have satisfactory establishment when seeding outside these dates. However,as you
deviate from them,the probability of failure increases rapidly. Seeding on the last date shown
under"possible"may reduce chances of success by 30-50%. Always take this into account in
scheduling land-disturbing activities. The following practices should be followed:
• Use certified seed for permanent seeding whenever possible. Certified seed is inspected
by the North Carolina Crop Improvement Association. It meets published North Carolina
Standards and should bear an official"Certified Seed" label.
• Labeling of non-certified seed is also required by law. Labels contain important
information on seed purity, germination, and presence of weed seeds. Seed must meet
State standards for content of noxious weeds. Do not accept seed containing"prohibited"
noxious weed seed.
• Apply seed uniformly with a cyclone seeder,drop-type spreader drill, cultipacker seeder,
or hydroseeder on a firm, friable seedbed.
• When using a drill or cultipacker seeder,plant small grains no more than 1 inch deep,
grasses and legumes no more than %2 inch. Equipment should be calibrated in the field
for the desired seeding rate.

• When using broadcast-seeding methods, subdivide the area into workable sections and
determine the amount of seed needed for each section. Apply one-half the seed while
moving back and forth across the area,making a uniform pattern;then apply the second
half in the same way,but moving at right angles to the first pass.
• Cover broadcast seed by raking or chain dragging;then firm the surface with a roller or
cultipacker to provide good seed contact.
3.4.5 Mulch
Mulch all plantings immediately after seeding. Select a material based on site and practice
requirements, availability of material, labor,and equipment. Before mulching, complete the
required grading, install sediment control practices, and prepare the seedbed. Apply seed before
mulching except in the following cases:
• Seed is applied as part of a hydroseeder slurry containing wood fiber mulch.
• A hydroseeder slurry is applied over straw.
3.4.6 Irrigation
Moisture is essential for seed germination and seedling establishment. Supplemental irrigation
can be very helpful in assuring adequate stands in dry seasons or to speed development of full
cover. Assess the need for irrigation when the seeding is conducted. Water application rates
must be carefully controlled to prevent runoff. Inadequate or excessive amounts of water can be
more harmful than no supplemental water.
3.4.7 Application of Organic Mulch
Organic mulches are effective where they can be tacked securely to the surface. Spread mulch
uniformly by hand, or with a mulch blower. When spreading straw mulch by hand, divide the
area to be mulched into sections of approximately 1,000 ft2, and place 70-90 lb of straw(1 %2 to
2 bales) in each section to facilitate uniform distribution. After spreading mulch,no more than
25%of the ground surface should be visible. In hydroseeding operations, a green dye added to
the slurry assures a uniform application.
3.4.8 Anchoring Organic anic Mulch
Straw mulch must be anchored immediately after spreading using vegetation. Rye (grain) may
be used to anchor mulch in fall plantings, and German millet in spring. Broadcast at 15 lb/acre
before applying mulch.

3.4.9 Permanent Stabilization(typical recommendations)
Permanent stabilization is needed in graded or cleared areas subject to erosion and where a
permanent, long-lived vegetative cover is needed. Typically,disturbed portions of a site where
construction activities have permanently ceased will be stabilized with permanent seeding no
later than 14 days after the last construction activity. This method will not provide erosion
control cover or prevent soil slippage on soils that are not stable due to soil texture or structure,
water movement or excessively steep slopes. In some areas, it may be necessary to install
erosion or sediment control practices such as dikes, contour ripping, erosion stops,channel
liners, sediment basins, diversions, subsurface drainage, or other practices.
• Prior to seeding, 1,000 lbs/ac of a 12-12-12 or equivalent fertilizer and lime according to
soil test or in lieu of soil test,4,000 lbs/ac of ground agricultural limestone shall be
worked into the soil to a depth of 3 inches.
• Seed should be applied uniformly at a depth of 1/4 to V2 inch with appropriate equipment.
Except on very flat slopes and ideal seeding conditions, small grain straw should be
applied at a rate of 3,000 to 4,000 lbs/ac using appropriate mulch anchoring techniques.
Other mulch materials can be used except under adverse conditions or steep slopes,grain
straw should be adequate.

4.0 Installer Specification
The system installer shall maintain Class IV Installer License with the North Carolina Onsite
Wastewater Contractor Inspector Certification Board(NCOWCICB). The system installer shall
have experience with installing large wastewater systems. Installer shall provide a minimum of
12-month warranty on system installation. Warranty shall include correcting any settling around
tanks that allows water to pond.

5.0 Material and Component Specifications
Following are required system specifications. Contractor will be responsible to compensate
Engineer for time to determine equivalence to recommended products,revision of
drawings,etc. for other products suggested. Engineer maintains sole discretion in
determining equivalence.
5.1 Concrete Tanks
System installer to follow OSHA safety practices during excavation, setting and backfilling of
tanks. Tank excavations to be benched and/or sloped as needed or trench boxes shall be utilized.
Tanks are to be installed in natural soil only(in cut) and not in backfilled material. If non-
desirable material is encountered in tank excavation, it shall be removed and replaced(as-
needed)with compacted material. All tanks shall be installed level on minimum 6" gravel base
(#57 stone).
All concrete tanks are to be State approved tanks or specifically approved by a Professional
Engineer. Concrete used to manufacturer tanks to be a minimum of 5,000 psi concrete. Each
tank's wall penetration for either an inflow or outflow line shall have a cast in place rubber boot.
All tanks' seams(between adjoining tank sections)are to be sealed with 2 strips (side by side)of
1.25 in diameter butyl rubber sealant.
Tank sections shall fit together without having to"stack" strips of sealant. Tank sections shall be
"dry fit"to ensure the tanks sections mate properly. If during setting of the tank sections,
"daylight" is observed between tank sections,the tank will not be accepted for the project.
Following installation,tanks to be vacuum and water tested. The vacuum testing shall be
completed and documented by the tank supplier(manufacturer).
Vacuum Test 5 in Hg for 2 min with<0.5 drop in Hg
Backfill placed around tanks shall be either compacted soil or gravel. If compacted soil is
intended backfill method,tank hole shall be over-excavated by a minimum of two feet(2')in all
directions to facilitate use of compaction equipment. Mechanical compaction equipment, such as
a"jumping jack"or"sheeps foot"compactor is required. Compaction with an excavation bucket
or equipment wheel or tread is not acceptable.
The system installer shall water test the tanks after backfilling is completed. In addition,the test
shall be completed after the pipe penetrations and access risers have been installed. The water
level in the tank shall be filled to a minimum of 2"above the riser seam(connection to tank). A
passing test is required before the system installation will be accepted by the Certifying
Engineer. Passing criteria is as follows:
Water Test 10 gallons/1,000 gallons/24 hr period

STEP Tank—Northeast Cluster
Concrete septic tank,traffic rated, 8,000-gallon nominal capacity,tank interior dimensions 240"
x 120"x 77.5"(min),baffle wall with flow through holes,three access ports (min 20"diameter),
and 3 cast in place riser adapters to join to 24"diameter risers. STEP Tank will contain one 6"
cast in place rubber boot for the side inlet end(see design plans). Tank shall withstand minimum
8' burial depth.
Basis of Design: Shoaf Precast, Inc.; STB-2082 HS/20
STEP Tank—East Cluster
Concrete septic tank,traffic rated, 10,000-gallon nominal capacity,tank interior dimensions 240"
x 120"x 93" (min),baffle wall with flow through holes,three access ports(min 20"diameter),
and 3 cast in place riser adapters to join to 24"diameter risers. STEP Tank will contain one 6"
cast in place rubber boot for the side inlet end(see design plans). Tank shall withstand minimum
8' burial depth.
Basis of Design: Shoaf Precast, Inc.; STB-2083 HS/20
Septic Tank SW Cluster
Concrete septic tank,traffic rated, 6,000-gallon nominal capacity,tank interior dimensions 240"
x 120"x 62.5"(min),baffle wall with flow through holes,three access ports(min 20"diameter),
and 3 cast in place riser adapters to join to 24"diameter risers. Septic Tank#1 will contain one
6"cast in place rubber boot for the inlet end(see design plans)and a 4"cast in place rubber boot
for the outlet located on the end wall of the tank. Tank shall withstand minimum 8' burial depth.
Basis of Design: Shoaf Precast, Inc.; STB-2081 HS/20
Septic Tank NW Cluster
Concrete septic tank,traffic rated, 10,000-gallon nominal capacity,tank interior dimensions 240"
x 120"x 93"(min), baffle wall with flow through holes,three access ports(min 20"diameter),
and 3 cast in place riser adapters to join to 3 -24"diameter risers. Septic Tank will contain one
6"cast in place rubber boot for the side wall inlet(see design plans)and a 4"cast in place rubber
boot for the outlet located on the end wall of the tank. Tank shall withstand minimum 8' burial
depth.
Basis of Design: Shoaf Precast, Inc.; STB-2083 HS/20
Pump Tank NW Cluster
Concrete pump tank,traffic rated, 10,000-gallon nominal capacity,tank interior dimensions 240"
x 120"x 84" (min), baffle wall with flow through holes,three access ports(min 20"diameter),
and 3 cast in place riser adapters to join to 3 -24"diameter risers. Pump Tank will contain one

4"cast in place rubber boot for the end wall inlet(see design plans). Tank shall withstand
minimum 8' burial depth.
Basis of Design: Shoaf Precast, Inc.; PT-2092 HS/20
Flow Equalization Tank
Concrete pump tank,traffic rated, 10,000-gallon nominal capacity,tank interior dimensions 240"
x 120"x 84" (min),baffle wall with flow through holes,one access port on inlet and three access
ports(min 20"diameter)on outlet end. Four(4) cast in place riser adapters to join to 4-24"
diameter risers shall be included. Pump Tank will contain one 4"cast in place rubber boot for
the end wall inlet(see design plans). Tank shall withstand minimum 8' burial depth.
Basis of Design: Shoaf Precast, Inc.; PT-2092 HS/20
UV Discharge Tank
Concrete pump tank,traffic rated, 1,300-gallon nominal capacity,tank exterior dimensions
125.75"x 69.25"x 61", baffle wall with flow through holes, one access port on inlet and one
access port(min 20"diameter) on outlet end. Two (2)cast in place riser adapters to join to 2 -
24"diameter risers shall be included. Pump Tank will contain one 4" cast in place rubber boot
for the end wall inlet(see design plans). Tank shall withstand minimum 4' burial depth.
Basis of Design: Shoaf Precast, Inc.; PT-1300 H2O
Riser Adapter
The riser adapter shall be constructed of ABS material and shall have a cross section in the shape
of an"L". The minimum horizontal distance of adapter(bottom of"L") shall be 2"and the
minimum vertical distance of adapter shall be 3.5". The outside diameter of flange (vertical
section that adapts to riser) shall have a distance of 23.38" for the 24"riser. The riser adapter
shall be embedded into tank so that 1.75"of vertical flange is exposed(when using 3.5"tall
flange).
Basis of Design: Orenco Systems, Inc.; PRTA 24 (riser adapter)
5.2 Access Risers and Lids
All risers shall be installed per manufacturer's specifications. Installed risers shall extend a
minimum of 6" above finished grade. Any penetrations through the riser wall shall be fitted with
either a grommet or the penetration shall use a bulk-head fitting. Electrical conduit shall be
sealed with duct seal.

Tank Risers
Risers for the septic tanks and flow equalization tank shall be 24"diameter, ribbed PVC pipe.
The riser shall be installed such that a single piece riser is used at each access point. No splices,
joints or sectional risers are allowed. All field cuts shall be done with a circular(with guide)or
"riser"saw. Finished cuts shall be uniform and smooth and shall not have jagged edges. Riser
pipes shall be sealed to the tank riser adapter with single or two-part adhesive that is appropriate
for joining PVC and ABS materials. To facilitate the installation of the control floats and pump
power cords, a junction box shall be mounted on the each of the pump tank outlet risers
(requiring an electrical connection). The junction box shall be mounted with a grommet, bulk-
head fitting or other water-resistant fitting. The hole for the junction box shall be cut with a hole
saw or grinder and shall leave the finished hole smooth and uniform. A"shop vac"or equivalent
means shall be used to reduce the quantity of"cut shavings"that fall into the tank.
A safety net shall be installed in all risers of the tanks that don't contain inner lids. The net shall
use a 12-point connection system with minimum four connections installed with quick-release
style connectors(locate over filters).
Basis of Design: Orenco Systems, Inc.; Ultra-RibTM Access Riser RR24
(risers)
Orenco Systems, Inc.; ADH100 or MA 320(sealant)
Orenco Systems, Inc.; SBEX4(junction box)
Simtech Filter STF-N24 (safety net)
Riser Lids
The riser lid shall have a 24"diameter and consist of a solid fiberglass reinforced polyester resin.
The lid shall be capable of supporting a 2500 lb loading. The lid shall be manufactured with a
poured in place gasket(underside of lid). The top of lid shall be textured and secured using four
5/16"stainless steel screws with a hex pattern head. Lids on inlet tank compartments shall be
vented with a carbon filter.
Basis of Design: Orenco Systems, Inc.; FLD24G(24"Riser Lid)
FLD24G CF V
5.3 System Piping
All gravity(non-pressure)drainlines and pressure pipe used in project shall be SCH 40 PVC.
All pipe shall be installed with a minimum of 18"cover and shall be properly bedded in the
excavated trench bottom. Pipeline that will be exposed to vehicular traffic shall be buried with a
minimum cover of 36"or shall be sleeved or consist of ductile iron pipe. Where pipelines cross
a water channel, a minimum of 36"cover shall be maintained. When crossing a water line,the
sewer pipeline shall be a minimum of 18"below the water line (contact Engineer for additional
requirements if this condition cannot be met). All pressure pipe used shall be in 20' sticks with
bell ends.
All non-pressure drain line shall be SCH 40 PVC. Sweeping style elbows shall be used for non-
pressure situations.

All pressure lines to be pressure rated SCH 40 PVC. All pressure lines(2" in diameter and less)
to be cut with hand ratcheting style cutter or wheel style cutter. PVC saws shall not be used to
cut pressure pipe(<2"). Pressure line specifications follow this section.
5.4 Biotube®Pump Vaults
An effluent filter shall be installed in each of the STEP tanks,the NW Cluster Pump Tank and
the Flow EQ tank. The effluent filters are contained within Biotube®Pump Vaults. The total
vault height shall be 95"for the STEP and Pump Tank and 97" for the Flow EQ Tank. An inlet
hole shall be positioned 19"from the base of the vault. The effluent filters shall provide for 1/8
filtration and have a length of 24"for the STEP and Pump Tanks and 18"for the Flow EQ tank.
Each filter shall be fitted with an extendable handle that is brought to within 8" of the top of the
access riser.
Basis of Design: Orenco Systems, Inc. PVU-97-18-19(Pump Vault)
PVU-95-24-19 (Pump Vault)
5.5 System Pumps
Each STEP Tank and the Pump Tank at the NW Cluster will contain two (2) submersible pumps
to transfer filtered effluent to the Flow EQ Tank. The Flow EQ Tank will have three(3)pumps
to transfer filtered effluent to the AX-Max units. The UV Discharge Tank will contain two (2)
submersible pumps to discharge the treated effluent through the UV system and to the final
outfall.
All of these pumps shall have the following characteristics; submersible, 0.5 hp, 1.25"discharge,
240 volt, single phase, 60 hz, and a stainless steel and engineered plastic finish. The pumps shall
have a minimum 24-hour run-dry capability with no deterioration in pump life or performance
and include a 1/8-inch (3-mm)bypass orifice to ensure flow recirculation for motor cooling and
to prevent air bind. The pumps shall be CSA listed and capable of providing a flowrate of 20.0
gpm at 100' TDH. The pumps shall be fitted with 20' (min)UL listed cord.
Basis of Design: Orenco Systems, Inc. PF2005 1 2 -20 (Pump)
5.6 Control Panels and Floats
For the two(2) STEP tanks and the Pump Tank at the NW Cluster, a duplex control panel shall
be installed. The panel shall contain Elapsed Time Meters and Cycle Counters for each pump.
The panel shall have a remote alarm to connect the individual panels to the main Control Panel at
the treatment facility. The panel will control the floats for the pumps(ON/OFF float and HWA)
Basis of Design: Orenco Systems, Inc. DAX 2 ETMCT w/Remote Alarm
Floats MF1 B-20; MF1 P-20

For the main treatment system, one control panel shall be supplied and manufactured by a
company with experience in building wastewater control panels. The control panel shall be a
TCOM panel and meet the requirements of.1952 c (6)and(7). The TCOM Panel shall also
meet the requirements of Section V(e)and(f)of the Flow Equalization Innovative Approval
IWWS-2004-01. Panels shall be constructed to have NEMA 4 enclosure as it will be located
inside a building. Panels shall have short circuit protection and individual circuit breakers. Each
pump shall have hand-off-automatic(HOA) switch, elapsed time meter and cycle counter,
independent disconnect, short circuit protection,run light, and individual breaker. Alarm circuit
shall be ahead of any pump overload or short circuit protective device. Control panels to have
alarm light and horn. Panels are to control and have landing space for multiple floats. Float
arrangements for the flow equalization pumps, recirculation pumps and discharge pumps are
shown as follows:
Flow Equalization Floats(one set)
Float 1 Timer Enable
Float 2 Peak Enable
Float 3 High Water Alarm
Recirculation Floats(one set in each AX-Max Unit)
Float 1 Redundant Off/Timer Enable
Float 2 Peak Enable
Float 3 High Water Alarm
UV Discharge Floats
Float 1 OFF Float
Float 2 ON Float/High Water Alarm(on delay)
The TCOM control panel shall be installed per system drawing and manufacturers specifications
(or approved equivalent). The TCOM control panel shall be installed inside the control building.
Panels shall be installed vertical,with the bottom of panel at 24" above grade. All conduit
penetrations shall be capped with duct seal. An electrical raceway shall be installed on the
control building exterior with one large pipe feeding the TCOM Panel. All conduit to the panel
and raceway shall be installed vertically and shall be one solid section of conduit(not pieced).
Installer shall install all electrical fittings from the control panel to the tanks or treatment units.
All system wire installed in electrical conduit shall be buried to a minimum of 18". All buried
line not installed in conduit shall be rated for direct burial and be buried to a depth of 24".
Conduit that will be exposed to vehicular traffic shall be buried with a minimum cover of 36"or
shall run through ductile iron sleeve. Conduit shall be installed where the underground line
breaks the soil surface. Installation shall be in accordance with manufacturer's specifications.
Qualified electrician or local power utility shall bring power to panel and energize panel.
Basis of Design: Orenco Systems, Inc. TCOM Panel
Floats MF P—20(not counting Max Units)

5.7 AX-Max Treatment Units
The treatment unit shall be 42 ft in length with a width of 90 inches. The exterior height of the
treatment unit shall be 97 inches. The maximum dry weight of the treatment unit shall not
exceed 12,000 lbs. The treatment unit shall provide 275 square feet of treatment area. The
treatment unit shall allow for a partial burial depth with a 30-36"exposure height. The treatment
unit shall be segregated into a recirculation blend chamber and a final discharge chamber. The
treatment unit shall be delivered fully assembled including the required pumps and floats.
Basis of Design: Orenco Systems, Inc. AX-Max 42-275
5.8 Headworks
The system headworks will be installed in the control building. The followingcomponents shall
Y g P
be installed in the final discharge line:
Spin Filter with controlled flushing port
Globe valve for flow control
Flowmeter with read/recording functionality by the system control panel
Final Filtration(5 micron filter)
UV Disinfection(see below)
AirNacuum Relief Valve
Venturi Aspirator
Sampling Port
The headworks components shall be mounted securely to the control building wall. Sufficient
unions shall be installed in the discharge line to allow for the maintenance or replacement of the
individual components.
Basis of Design: Spin Filter GeoFlow AP4E-1.5F
Globe Valve Asahi 1.5" socket
Flowmeter Netafim 1.5"M w/Register
Filter FlowMax FM-BB-20-5
UV Disinfection see below
AirNacuum Valve Netafim 65ARIS 1
Venturi Aspirator Mazzei 1.5" 1584
5.9 Ultraviolet(UV) Disinfection
Two (2) UV disinfection units shall be located on the final discharge line. The units shall be
placed in series operation. The units shall be wall mounted inside the control building. The UV
unit shall be capable of handling a 20 gpm discharge flow. Each UV unit shall have the
following characteristics; 1.5" inlet and outlet ports, 120 volt, 60 Hz frequency, 0.52 amp draw,
power consumption of 650 watts and not exceed 40 lbs in weight. The UV Unit shall be fitted

with a site port for indication of lamp operability. An external sensor (lamp status alarm) shall
be mounted on the site port to monitor the lamp operation. The sensor shall have an output to
connect to the main control panel and also be powered with 120 volt plug.
Basis of Design: Sanitron S50C (Disinfection Unit)
Sanitron Steralert (external sensor)

POLYVINYL CHLORIDE (PVC) PRESSURE PIPE FOR
WASTEWATER IRRIGATION SYSTEMS
INSTALLATION SPECFICIATIONS
1.1 SCOPE
A. This section is a minimum guideline for furnishing and the installation of
Polyvinyl Chloride(PVC)pipe and fittings for lines with hydraulic pressure.
B. Pipe shall be furnished complete with all fittings, specials, and other
accessories.
1.2 QUALITY ASSURANCE
A. Standards(as applicable)
1.ANSI/AWWA C605, Underground Installation of Polyvinyl Chloride
(PVC)Pressure Pipe and Fittings for Water, latest revision.
B. Manufacture.
1. All PVC pipe for a project/development shall be supplied by one
manufacturer.
1.3 PRODUCT DELIVERY, STORAGE,AND HANDLING
A. Handling.
1. Do not drop pipe or fittings including dropping on cushions.
2. Do not use hooks.
3. Polyvinyl chloride pipe has reduced flexibility and impact resistance as
temperatures approach and drop below freezing. Extra care should be used
in handling and installing PVC pipe during cold weather.
4. Care must be taken to prevent damage to the pipe and fittings by
impact, bending,compression,or abrasion.
B. Storage.
1. Store and use solvents and glue in a manner which will avoid
contamination.
2. Pipe shall be stored in accordance with the manufacturer's
specifications.
3. Pipe shall be stored on a surface which provides even support for the
pipe barrel.
4. Pipe which exhibits excessive ultraviolet deterioration and cracking
which in the opinion of the Engineer and/or the N.C. Division of Water
Quality degrades the pipe quality shall not be used.

PART 2—PRODUCTS
2.1 POLYVINYL CHLORIDE(PVC)PIPE- SLIP JOINT
A. General.All PVC pipe shall be manufactured in accordance with AWWA
Standard C900.
B. Pipe joints shall be made using an integral bell with push-on type joint or using
couplings of a sleeve type and smooth cut pipe ends to forma push-on type joint.
C. All sizes of pipe under these specifications shall be pressure class as shown on
the plans.
D. Each length of pipe shall be a standard laying length of 20 feet(20')unless
field conditions or connections dictate that a shorter length be used. If a vendor of
choice does not readily carry 20 foot lengths then another vendor should be
sought. Lengths less than 20 feet can be used only if primary local vendors note
that this length is unavailable.
2.5 FITTINGS AND COUPLINGS
All fittings and couplings shall be of the same class and material as the pipe used for the
project. Each fitting should be inspected for damage and cleaned(if necessary)prior to
use. Fittings with excessive abrasions, damage or dirt where pipe connections will be
made should be discarded.
PART 3-EXECUTION
3.1 INSPECTION
A. PVC pipe which has any of the following visual defects will not be accepted:
1. Pipe which is sufficiently out-of-round to prohibit proper joining.
2. Fractured, cracked,chipped, dented, abrasions,or otherwise damaged
pipe.
3. Pipe that has been damaged during shipment or handling.Acceptance of
the pipe at point of delivery will not relieve the Contractor of full
responsibility for any defects in material of the completed pipeline.
3.2 PREPARATION
A. Trenching, backfilling, and compaction.
1. Trenching shall be performed such that soil cover over the pipe is a minimum
of 18 inches.
2. Pipe should be placed on native soil or soil that it well compacted using a
tamping rod or a mechanical tamper.
3.Fill should be placed over the pipe ONLY AFTER required testing has been

performed. Fill shall be well compacted over the pipe and approximately 2 to 4
inches of soil shall be mounded over the trench to allow for subsequent settling.
B. Cutting the pipe.
1. Cut pipe smooth, straight and at right angles to the pipe axis with saws or
pipe cutters designed specifically for the material.
2.Remove burrs and wipe off all dust from the jointing surfaces.
3. Do not disturb previously installed joints during cutting operations.
C. Field Joints.
1. Use push-on joints for buried pipe except where indicated otherwise on
the plans.
a. Dirt,oil,grit,and other foreign matter shall be removed from the
inside of the bell,outside of the spigot, and where other pipe connections
are to be made.
b. All joints shall be cleaned with a solvent PVC cleaner prior to joining.
c.Joints shall be glued using an acceptable PVC glue that will provide a
water-tight joint at a pressure of 100 psi.
3.3 INSTALLATION
A.All joints shall be watertight and free from leaks.
B. Test all pipe under drives, sidewalks and similar crossings prior to covering pipe.
Pipe that is buried less with less than 3 feet of cover under such crossings shall be sleeved with
PVC or ductile iron pipe that is two (2)times the diameter of the working pipe.
3.4 FIELD QUALITY CONTROL
A. Pipe Leakage Tests.
1. When the supply line length exceeds 500',prior to filling in trenches with soil,the pipe
shall be tested by pressurizing the pipe to 50 psi or 1.5 times the operating pressure of the
pump, whichever is greater AND BELOW the maximum line pressure rating for the pipe
used.
2. This pressure shall be held on the pipe for 10 min with no leakage.
3. If the leakage exceeds this amount then the pipe shall be visually inspected
and any leaking joints shall be replaced. Once this is complete the pipe shall be
re-tested.

5. Design Basis - Component Selection

Design Basis - Component Selection
Septic and Flow Equalization Tank Sheets
Access Riser Adapters
Tank Risers
External Splice Box
Riser Lids
Safety Nets
Effluent Filter
Bio-Tube Pump Vaults
Flow Equalization,Discharge&Re-circulation Pumps
AX-Max Treatment Unit
UV Disinfection Unit
Headworks Components
Control Panel

Septic and Flow Equalization Tank Sheets

CAST-IN-PLACE RUBBER BOOT
FOR 8' PIPE ON SIDE INLET
(NO CONCRETE KNOCKOUTS) SHOAF -10,000 GAL. SEPTIC TANK
256.0'
HS/20 TRAFFIC RATED
T.iii,;•'' . .e. • , •. ;` = ": . . . . •_ NC APPROVAL#STB-2083
••NOTE-USE 24' £ '.A
CAST-IN-PLACE •
ORENW RISER SHOAF PRECAST INC.
ADAPTER +: `y 4130 W US HWY 64
IFTING ANCHORS e. LEXINGTON,NC 27295
(TYP. 4) I s: PHONE[phone]
FAX[phone]
e.• ..• ..• [e-mail]
www.shoafprecast.com
li
-GAL. PER INCH-121.56
-2 TO 1 LENGTH TO WIDTH RATIO
-PIPE PENETRATION SEALS MEET ASTM C-923
f 6.0' -1 a'BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
-REINFORCED PER ENGINEER SPECS
'' I` f 'ty •' '�' ''�+ 1 CONCRETE-5,000 PSI MIN.
240,0" -TANK WEIGHT-106,000#
-TOP-40,000#
-BOTTOM-40,000#
CAST-IN-PLACE RUBBER BOOT -RISER SECTION-26,000#
FOR 6' PIPE ON OUTLET
— 256.0' -
- 240.0" —
10,(]' Cast In Place Orenco Riser Adapters Cost In Place Orenco Rlser Adopters 10.0"
} - t 30,0' J �/-4,4' 1- -
VENT CTYP. 2}� " — — —
f—r*'' 215 "4 10" AIRSPACE
...,
...,
,!,... .. „. 83" LIQUID LEVEL
43.5' +; 4.0" 43.5'`.
93,0" 111,0' 'Y 93.0'
93.0' FLOW THROUG ,::91.0' O O O O O O O O
r'i- (TYP, 9) —.,;• j.
: 39.0' `: 39.0'
I 'IA1 28,0' 3 7.5'' —s.0"
8.0' - — 156,0' — 78.0"— --8.0'
8.0' — 120.0' — — �—8.0'
6.0'— -- — 136.0' —
BOTTOM OF TANK TO BOTTOM OF 6" OUTLET-
-BOTTOM OF TANK TO BOTTOM OF 8" INLET
NTS NOTE ACTUASHOWNL INLET ON END HOCATION ERE FOR IS IN CL CLARITY
SIDEOF TANK;
'Septic Tank#1 - NW Cluster(or equivalent 10,000 gallon tank)
N 1S SOURCE:SIroel P,O,..t S.ptic,lrc.

SHOAF-10,000 GAL. PUMP TANK
256.0' — HS/20 TRAFFIC RATED
•' NC APPROVAL#PT-2092
ssTE-USE 24' '^PEI
CAST-DV-PLACE
ORENCO RISER ',; • _ SHOAF PRECAST INC.
ADAPTER I •.
20'OPENING •'I Cc4130 W US HWY 64
IFTING ANCHORS LEXINGTON,NC 27295
(TYP• 4) - PHONE[phone]
FAX[phone]
"�
120.0' m: 411) [e-mail]
s a m:.o 136.0'
= � - www.shoafprecast.com
.• NOTES:
-FULL CAPACITY-10,211 GAL.
'! "` -GAL.PERINCH-121.56
' -2:1 LENGTH TO WIDTH RATIO
<.� -PIPE PENETRATION SEALS MEET ASTM C-923
. . '" -1 4"BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
MO' -REINFORCED PER ENGINEER SPECS
NOTE: OUTLET THROUGH RISER -CONCRETE-5,000 PSI MIN.
CAST-IN-PLACE RUBBER BOOT -TANK WEIGHT-102,350#
FOR 4' PIPE ON INLET END -TOP-42,150#
-BOTTOM-40,100#
-RISER SECTION-20,000#
f 256.0' —
240,0' —1 Cast In Place Orenco Riser Adapters Cast In Place Orenco Riser Adapters Cast In Place Orenco Riser Adapters t r 10,0,
1 J •. , :., J L. • ,, ,.J 6>.. ,-
10,0'- VENT (TYP. 2� 21.5' L .i
L.. ,. 4.0 VENT (TYP. 2) ,
1 F'71 ;...
84.0' 34.5' .? 102.0' 34.5'
84.0'
4.,,.`
. 83.0'
FLOW THR❑UGH-
6.0' .1 :'' (TYP. 7)
FLOW THROUGT 28,0' 37.5 -
-� (TYP. 7) ; '
1 8,0'
8.0'— — 156.0' 0- 78.0' • 8.0' — 120.0'r y ---JO'
— —8.0' — f 6.0' 8,0'y
136.0' -.--
BOTTOM OF TANK TO BOTTOM OF 4" INLET—
NTS
fa Pump Tank#1 - NW Cluster(or equivalent 10,000 gallon tank)
NTS SOURCE'.Saa.l P,.c-.t Seplk.lrc.

SHOAF - 8,000 GAL SEPTIC TANK
— 256' — HS/20 TRAFFIC RATED
NC APPROVAL# STB-2082
SHOAF PRECAST INC.
4130WUSHWY64®
LEXINGTON, NC 27295
• IFTING ANCHORS PHONE [phone]
(TYR 4) ■ FAX[phone]
[e-mail]
120' 0111 CD-4' 2TED ID 136' www.shoafprecast.com
• -GAL. PER INCH -121.56
-2 TO 1 LENGTH TO WIDTH RATIO
CP - -PIPE PENETRATION SEALS MEET ASTM C-923
�,
, -1 -'BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
a
�.3�• -REINFORCED PER ENGINEER SPECS
-CONCRETE-5,000 PSI MIN.
-TANK WEIGHT-96,750#
1 .__ 240' -TOP-40,000#
-BOTTOM-40,000#
-RISER SECTION -16,750#
RISERS AND RING & COVER A
— 256' NEEDED FOR GRADE ADJUSTMENT
240
—10' 1'6.L.1 —iv
VENT (TYP. 2 } SJ
3i l0" AIRSPACES U..':_aa
4' 21 67 1/2" LIQUID LEVEL
FLOW THROUG ,
1 (TYP. 9) 2 2�
79 '78t' ,�' 772' T 75 '76 y O O O O O O O O .%r 77 '
7. 34 2 ' 37 34 '
• T 4. 1.. S. 8'
—8'— 156' 6'- 78 -8 — y8' 120' _8'- f
136'
—BOTTOM OF TANK TO BOTTOM OF 6" HNEHmM OF TANK TO BOTTOM OF 6" ❑UTLET—
NTS —BOTTOM OF TANK TO BOTTOM OF 4" INLET BOTTOM OF TANK TO BOTTOM OF 4" OUTLET-
0 STEP Tank#2 - NE Cluster (or equivalent 8,000 gallon tank)
9NNJ N r S SOURCE Shoal Precast Sept,.Inc

AST-IN-PLACE RUBBER BOOT
FOR 8' PIPE ON SIDE INLET
(NO CONCRETE KNOCKOUTS)
SHOAF-10,000 GAL.SEPTIC TANK
256.0• ^ HS/20 TRAFFIC RATED
r• '• .e:.t':: .ir.i'.;.. . ... , a. -;r'. : -. . .. '``� '. NC APPROVAL#STB-2083
.WCTE-USE 24• y` _', I
uORM]a '.i, SHOAF PRECAST INC.
ADAPTER ,.� ® 4130 W US HWY 64
IFTING ANCHORS 0.- •`'' LEXINGTON,NC 27295
(TYP. 4) ;": PHONE[phone]
FAX[phone]
120.0' .r430 •
Cilt 136.0'
[e-mail]
www.shoafprecast.com
4111,
2,."' - 2•."' 2•.I' ►�i
-GAL.PER INCH-121.56
-2 TO 1 LENGTH TO WIDTH RATIO
® ® -PIPE PENETRATION SEALS MEET ASTM C-923
f 6.0' s:. -1 1"BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
"... . 1". R CS
,.., ,. . ...:,. rare •.,.
" '"` a``r� •" -CONCRETE-5,000 PSI MIN.
240.0' -TANK WEIGHT-106,000#
-TOP-40,000#
-BOTTOM-40,000#
CAST-IN-PLACE RUBBER BOOT -RISER SECTION-26,000#
FOR 6' PIPE ON OUTLET
256.0' -
- - 240.0' -
$ 10.0' CUSS ti PM.o.orenco Riser Adapters L Cast In Place Orenco RI,Adopters [10.0'
VENT,(TYP. 2r�-~+.' 21S' 30.0•-•4„l0"AIRSPACE _ _ }
4.0 T
' 83" LIQUID LEVEL::;
43.51 93.0' •
; r 4.0' r; I11,0' 43.5' 93.0'
93.0' :: FLOW THROUGH�� 1 ;1,91.0' O O O O Q O O O O
1 (TYP. 9) I j.
39.0' 1 I 39.0'
28.0' 37,5'' J `:
"' -80
}
... .. : .. :rear Y
:.,...... :. ;,. ...:.......,..::+•..::°:., ,_.... ��', .. ::, ._ ._. .r . . . . ., rear. .. _. ..:::.:'�. ,
8.0' 1 - 156.0' 78,0' --8.0' 8.0'-- 120.0' - 8.0'
6,0'-- • - 136.0'
BOTTOM OF TANK To BOTTOM OF 6" OUTLET-
❑TTOM OF TANK TO BOTTOM OF 8" INLET
NOTE: ACTUAL INLET LOCATION IS IN SIDE OF TANK;
NTS SHOWN ON END HERE FOR CLARITY
STEP Tank#1 - E Cluster(or equivalent 10,000 gallon tank)
NTS SOURCE,Sho•I Precast 5•y5c.lrc.

SHOAF -8,000 GAL SEPTIC TANK
256' HS/20 TRAFFIC RATED
NC APPROVAL#STB-2082
SHOAF PRECAST INC.
® 4130WUSHWY64
LEXINGTON, NC 27295
IFTING ANCHORS PHONE[phone]
(TYP. 4) U FAX[phone]
0 •-2fir
[e-mail]
120' AI 2� 136' www.shoafprecast.com
r -GAL.PER INCH-121.56
-2 TO 1 LENGTH TO WIDTH RATIO
® -PIPE PENETRATION SEALS MEET ASTM C-923
...I., ,. -1 4"BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
y -REINFORCED PER ENGINEER SPECS
-CONCRETE-5,000 PSI MIN.
-TANK WEIGHT-96,750#
- 240' -TOP-40,000#
-BOTTOM-40,000#
-RISER SECTION-16,750#
RISERS AND RING 8 COVER A
- 256' NEEDED FOR GRADE ADJUSTMENT
- 240
-10'
1 } 1.' vl —10'
'h .l . .. � •L f .•1 ;S' h'
VENT (TYP. 2)4,� 21I 3J io AIRSPACE - U -
'
;� 67 1/2" LIQUID LEVEL
FLOW THROUG
77 ' <TYP. 9) ' �4 l 2 ' 23'
79 '78 '.� t 75 '76 ' O O O O O O O O 77 '
i.. 34 34 i
28, , 37
—8'- 156' ` . 5' 78' ' . 8•- —8' 120'1 .. l -,8'136' - 1
• e"
-BOTTOM OF TANK TO BOTTOM OF 6"BBI:I:OM OF TANK TO BOTTOM OF 6" ❑UTLET-
NTS —BOTTOM OF TANK TO BOTTOM OF 4" INLET BOTTOM OF TANK TO BOTTOM OF 4" OUTLET--
0 STEP Tank#3 - SW Cluster(or equivalent 8,000 gallon tank)
NTS SOURCE SM1oelPrecezt Septi<.Irc

SHOAF -10,000 GAL. PUMP TANK
256,0' HS/20 TRAFFIC RATED
', _ .: i .,; > r. _ . ._ ,A•.'t= • i NC APPROVAL# PT-2092
•ANOTE-USE 24• e. '
CAST-IN-PLACE
ORENCO RISER SHOAF PRECAST INC.
ADAPTER L
20'OPENING • ',': 4130 W US HWY 64
! LEXINGTON,NC 27295
�IFTING ANCHORS
(TYP. 4) PHONE[phone]
FAX[phone]
...Ill" ..er lee: •_ [e-mail]
120,0' ....,, W 136:0' www.shoafprecast.com
2 ,1' II 2•,1' _ i
•' NOTES:
" -FULL CAPACITY-10,211 GAL.
'' F`p -GAL.PER INCH-121.56
-2:1 LENGTH TO WIDTH RATIO
-1,. ,� �: PIPE PENETRATION SEALS MEET ASTM C-923
. . ` " ' ` y 1 a"BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
245.U• _ -REINFORCED PER ENGINEER SPECS
NOTE: OUTLET THROUGH RISER -CONCRETE-5,000 PSI MIN.
CAST-IN-PLACE RUBBER BOOT -TANK WEIGHT-102,350#
FOR 4' PIPE ON INLET END -TOP-42,150#
-BOTTOM-40,100#
-RISER SECTION-20,000#
256.0' —
- 240.0'
1 Cast In Place Orenco Riser Adapters Cast In Place Drenco Riser Adapters Cast In Place Orenco Riser Adapters 1 10.0'
10.0'— t. VENT (TYP. 2 ,,,,
4,0e..i 21.5' I 30.0'H.1 ..,... .1 , .� :. f`t 1
VENT CTYP. 2)
.,
...
2.:,.
...: 34,5' „f 102.0' 34.5'
• T 83.0' U'
84.0'
_;+- ,r
FLOW THROUGH—
FLOW THROUGH '•':j 6.0' 28 0' CTYP. 7) :;
TYP. 7) 37.5"` —
1 . \ J o Q 8.0'
8.0'i 156.0' — r 6 —78.0'. 8.0'— .� 120.0' f 8�0'
- - f 8,0' f 6,0' 8.0"-
�
136.0'
NTS BOTTOM OF TANK TO BOTTOM OF 4" INLET—
Flow Eq. Tank-Treatment System (or equivalent 10,000 gallon tank)
... N.T.S SOURCE:Sb.l P:euM Septic,Itc.

Access Riser Adapters

Orenco Technical Data..Sheet
PRTA ABS Tank Adapters
Applications General
PRTA tank adapters are used to provide a structural,watertight method Orenco's PRTA tank adapters are molded plastic products and there-
of installing a 24-or 30-inch(600-or 750-mm)access riser over a tank fore have excellent part-quality and consistency.PRTA tank adapters
opening. can be cast into a tank or fastened to the top of the tank with a bolt-
down kit.The bolt-down kit consists of either six or twelve(depending
on model)stainless steel concrete anchors and a roll of butyl tape.
A
The 0.D.of the vertical flange matches the I.D.of Orenco's ribbed
risers,which provides a suitable joint to seal with MA320,ADH100,
SS115,or SS140 adhesive.
[(18)PRTA 24
Standard Models
PRTA24, PRTA30
PRTA24BDKIT(6 anchors),PRTA30BDKIT(12 anchors)
Top view
Product Code Diagram
• PRTA
I Riser diameter
C + 24 = 24"riser(Perma-Loc,Ultra-Rib,KOR FLO)
• 30 = 30"riser(Perma-Loc,Ultra-Rib)
ABS riser tank adapter
� B ►
Materials of Construction
Tank adapter ABS
D Side view
Concrete anchors Sealant Stainless steel anchor bolts
Butyl tape
Specifications
Dimensions* PRTA24 PRTA30
A-Outside dia.,in.(mm) 23.38(594) 29.25(743)
B-Flange dia.,in.(mm) 26.75(679) 34.25(870)
C-Horizontal flange width,in.(mm) 2.00(51) 2.50(64)
D-Vertical flange height,in.(mm) 3.50(89) 3.25(83)
*The tank adapter has a nominal 0.25 inch(6 mm)thickness.
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-RLA-PRTA-1
Rev.1.1,©09/14
Page 1 of 1

Orenco° 11111111111111.111111111.1
PVC Riser Installation
Installing PVC Access Risers onto Cast-In Orenco® Riser-Tank Adapters
Access risers provide access to septic tank openings,simplifying inspection and maintenance procedures.Access riser-to-tank connections
must be watertight for the proper functioning of an onsite septic system or effluent sewer system.Orenco strongly recommends watertightness
testing of all access riser-to-tank connections after installation.
Following are instruction sets for prepping and installing access risers, installing grommets,and selecting adhesives for riser installations.
Refer to the chart below to determine which instruction set to use.
Instruction Set Page
1. Riser Preparation 1
2. Grommet Installation 2
3. Riser Installation—PRTA24-2 Adapters 3
4. Riser Installation—RRFTA24, RRFTA30, PRTA24, PRTA30, FRTA24-RVF,and FRTA30-FRP Adapters 4
5. Riser Installation—Orenco FRP Tanks with 24-inch-Diameter(600-mm) Risers 5
6, Riser Watertightness Testing 6
7.Adhesive Selection and Quantities 7
Instruction Set 1: Riser Preparation
Step 1:Determine Riser Height
O Determine riser height
Determine how high the riser needs to be.
• The top of the riser should be about 3 inches(75 mm)above finished grade 3 inches(75 mm)
after installation and backfilling—This allows 2 inches(50 mm)for tank
settling and 1 inch (25 mm)for ensuring drainage away from the riser.
0. o' o
Step 2:Cut Riser to Size (if Necessary) o • •o •
d •
If the riser needs to be cut to size, cut it with a circular saw or table saw. • o 0 • op
• Always cut excess length from the bottom of the riser. � • •o o
• For square, even cuts, a good fit,and a watertight joint between the riser ® o•'• ' •
'•c
and the adapter, use an Orenco riser-cutting saw guide. . • O
• To install risers less than 30 inches (760 mm)wide onto 500-gallon
(2000-L) Orenco FRP tanks, cut the riser so it fits into the tank and the
lowest rib rests on the tank's top, as shown.
Step 3:Dry Fit Riser to Adapter
Step 3a: Dry fit the riser to the adapter.
• Make sure riser penetrations are the right sizes and in the correct locations.
Step 3b: If the riser is higher than 3 inches (75 mm) above the estimated final
grade,cut it to size per the instructions in Step 2.
Step 3c: If the riser is too short, use an Orenco grade ring to extend it. Riser prep for 500-gal.(2000-L)Orenco FRP tanks
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.4.1,©11/16
Page 1 of 7

Orenco "
Instruction Set 2: Grommet Installation 1 I, Grommet for
splice box
Step 1:Mark Access Riser ) (at 12 o'clock)
---
Step la: Use the site plans or drawings to find out if riser penetrations are needed. e
Step 1 b:Use the plans or drawing to mark the locations of the penetrations. �
• If plans or drawings aren't available, use Drawing 1 b as a general guide
for locating riser penetrations. \--Grommet fordischarge assembly
Step 2:Drill Holes and Clean Access Riser (at 3 or 9 o'clock)
Step 2a:Drill holes for riser penetrations.
• If you have questions about where to locate various riser penetrations, 0 •
contact your Distributor for more information.
Using Orenco® RKHS Hole Saws ...
—
Cut the hole and grind the ribs down to make a flat,smooth surface for
installing the grommet. RKHS hole saws
• Make sure your hole saw is the correct size and your drill is at least 18 volts.
• Don't grind too deeply—about 1/16 inch (1.6 mm) is deep enough.
Using Standard Hole Saws --Nomplimi
1:Use the correctly sized hole saw to cut a hole,centered on the mark.
2:Trim the riser ribs back 1 inch (25 mm)from around the hole. 0-- I Ann
• Use a grinder or cutting tool to notch the ribs through to the riser wall.
• Use a hammer and chisel to break off the notched rib sections.
f
• Use a grinder to make a flat, smooth surface around the hole. — _
Step 2b: Clean and deburr the hole and flat surface with a wire brush and
deburring knife or tool.
• Be careful not to enlarge the penetration. ®
Step 3:Install Grommet _ V „ ;libp
Step 3a:Apply a bead of adhesive to the groove in the grommet's outer diameter. VOW ... ':
• For adhesive recommendations, see Instruction Set 8.
Step 3b: Firmly press the grommet into the penetration.
Grommet Hole Sizing Guide
Grommet size, inches(nominal IPS pipe size) Hole saw size 0
1/2 1 _
3/4 1-1/4
1 1-9/16
1-1/4 1-3/4
1-1/2 2-1/8
2 2-3/4
3 3-7/8
4 5
For more information on grommet dimensions and actual pipe O.D.,see the Orenco Technical Data
Sheet for grommets,NTD-RLA-PG-1
NIN-RLA-RR-1 Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.4.1,011/16
Page 2 of 7

' a A ',n Orenco
Instruction Set 3:
Riser Installation — PRTA24-2 Adapters
Step 1:Prep Adapter Channel and Riser
Step 1 a: Roughen the adapter channel and the bottom surfaces of the riser
with sandpaper.
Cutaway view of Orenco®PRTA24 2,cast into Step 1 b: Use a clean cloth and acetone or alcohol to clean the channel and the
concrete tank with 24-inch(600-mm)access
riser attached bottom surfaces of the riser.
• The channel must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
4-- Riser adapter Step 2:Apply Adhesive
channel
Fill the channel with methacrylate adhesive.
• For adhesive recommendations, see Instruction Set 8.
Note:If you're using a methacrylate adhesive that's non-self-leveling, use
enough to fully fill the channel, with no voids in the adhesive.
O
Step 3:Install Riser
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Firmly press the bottom of the riser into the channel.
y, • Twist the riser back and forth slightly to fully seat it and to create a good bond.
• If the inside seam is not completely filled,add adhesive to form a complete
fillet.
- Step 3c: Use a tongue depressor, putty knife,or clean cloth to make a good
� .42 d_ ,, ;. fillet over the inside seam.
Note:If cold weather conditions or frost heave are a concern at the site,contact
• a qualified engineer or Orenco for additional recommendations on installing ebbed
�' PVC risers.
' 1 IMPORTANT:Orenco strongly recommends that all tank risers 12-in. (300-mm)
AILand larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
•
Step 4: Test Riser Watertightness
Test the riser-to-tank connections for watertightness by following Instruction
Set 6 in this document.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.4.1,CO 11/16
Page 3 of 7

Orenco ._ f f1ffr A ,•ifr, .
Instruction Set 4: t,. r
Riser Installation — RRFTA24, RRFTA30, PRTA24, '� =
PRTA30, FRTA24-RVF, and FRTA30-FRP Adapters
Step 1:Prep Adapter and Riser
Step 1a: Roughen the bonding surfaces of the adapter and riser with
sandpaper.
Step 1b: Use a clean cloth and acetone or alcohol to clean the bonding
surfaces of the adapter and the riser.
• The bonding surfaces must be clean and dry for a good fit and watertight joint. © .
• Let the acetone or alcohol dry completely. • -
Step 2:Apply Methacrylate Adhesive
Apply a bead of methacrylate adhesive to the outside of the adapter
• For adhesive recommendations, see Instruction Set 8.
Step 3:Install Riser 0
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Firmly press the riser onto the adapter until the bottom of the riser is
resting on the concrete (cast-in adapters) or the adapter flange (bolted-down
adapters).
• Twist the riser back and forth slightly to fully seat it and to create a good bond. ^"''`
Step 3c:Apply a bead of methacrylate adhesive to the inside of the access
riser-adapter joint.
Step 3d: Use a putty knife,tongue depressor, or clean shop rag to make a
continuous fillet on the inside of the access riser-adapter joint.
Note:If cold weather conditions or frost heave are a concern at the site,contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4: Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
NIN-RLA-RR-1 Orenco Systems' Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.4.1,©11/16
Page 4 of 7

�� II
Orenco
1 Instruction Set 5:
0 Riser Installation — Orenco FRP Tanks with 24-inch-
Diameter (600-mm) Risers
-) Cross-section detail of adhesive fillet Step 1:Prep Tank and Riser
on inside seam of 1000-gal.(3785-L)
tank with 24-inch(600-mm)riser Step 1 a: Roughen the bonding surfaces of the tank and the riser with
Ir sandpaper.
111-
�� II Step 1 b: Use a clean cloth and acetone or alcohol to clean the roughened tank
surface and the bottom surfaces of the riser.
• The surfaces must be clean and dry for a good fit and watertight joint.
0 • Let the acetone or alcohol dry completely.
Step 2:Apply Methacrylate Adhesive
f Cross-section detail of adhesive Apply methacrylate adhesive to the bonding surfaces of the tank and the riser.
fillet on outside seam of 500-gal.
(1890-L)tank with 24-inch • For adhesive recommendations, see Instruction Set 8.
(600-mm)riser
Step 3:Install Riser
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Press the riser into position
• For 1000-gal.through 2000-gal.tanks(3785-L through 7570-L),firmly press
the riser onto the tank opening
• For 500-gal. (1890-L)tanks,firmly press the riser into the tank opening.
• Twist the riser back and forth slightly to fully seat it and create a good bond.
• If the seams aren't completely filled,add adhesive to form a complete fillet.
Step 3c: Use a tongue depressor,putty knife,or clean cloth to make a good
fillet over the seams.
Note:If cold weather conditions or frost heave are a concern at the site,contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in.(300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4: Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.4.1,©11/16
Page 5 of 7

Orenco°
Instruction Set 6: Riser Watertightness Testing
mWatertightness test
IMPORTANT A watertight tank and watertight riser-to-tank connections are
critical for the wastewater system to function effectively and efficiently.
Step 1:Prep for Test Access riser
o-
Step 1 a: Make sure the adhesive seams have set and the tank has been backfilled v -
according to the manufacturer's instructions-typically to the tank's midpoint. 4 Fill the tank to a -
o- level 2 in. (51 mm)
Step 1b: Plug the inlet (and outlet, if present) of the tank with watertight plugs. a into the riser _
Step 1 c: Fill the tank with water to a level 2 inches (51 mm)into the riser. �-- • 2 in.
o- - (51 mm)
Tank brim
Step 2: Test Watertightness
Step 2a:Wait for the required time before inspecting the riser-to-tank
connections for leakage.
• Follow the tank manufacturer's recommendations(or applicable local regula-
tions)for wait times before inspecting the tank for leaks.
• Orenco recommends at least 30 minutes for its fiberglass tanks.
Step 2b: Check for any drop in the liquid level inside of the riser and any visible
leakage from the riser-to-tank connections.
• At the end of the test,there should be no drop in liquid level and no visible
leakage from seams,pinholes, or other imperfections.
• If leaks are found during the test, seal the leaks and repeat the test.
Step 2c:Once the riser-to-tank connections are proven watertight,remove the
plug(s) and drop the water level in the tank to just below the invert of the inlet or
outlet,whichever is lower.
NIN-RLA-RR-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.4.1,©11/16
Page 6 of 7

' V , ' " •� .. allation Orenco"
Instruction Set 7:Adhesive Selection and Quantities
Use the table below to select the correct adhesive and quantity for your grommet or riser installation(s). Be sure to check the expiration
date on the adhesive package. If the adhesive is expired, do not use it to install Orenco components.
Note:Before installing a riser on an Orenco riser-tank adapter with an adhesive not recommended in the table below, contact your
Distributor or Orenco.
Component Adhesive Type and Approximate Usage
SA530 SA510 MA320 IPS 810 ADH100
300/300-mL cartridge 300/300-mL cartridge 7-oz(200-mL) 1-pint(473-mL) 10.2-oz(300-mL)tube
(600-mL total) (600-mL total) packet 1-quart(946-mL)
Grommets n/a n/a rua n/a various quantities
Riser Tank FRIA36 1 cartridge* 1 cartridge* n/a ria n/a
Adapters PRTA24 h cartridge' 1/2 cartridge' 1 packet rVa 1 tube
PRTA24-2 >_h cartridge >_h cartridge` n/a <1 pint n/a
PRTA30 <1 cartridge* <1 cartridge` 2 packets rVa 2 tubes
RRFTA24 h cartridge* h cartridge* 1 packet rVa 1 tube
RRFTA30 1 cartridge' 1 cartridge* 2 packets n/a n/a
*Indicates preferred adhesive for this application
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.4.1,©11/16
Page 7 of 7

Tank Risers

Orenco°
Access Risers - Ultra-RibT'"
Applications General
Orenco's Access Risers provide access to septic tank openings and Orenco Ultra-Rib-Access Risers are constructed of ribbed PVC pipe
can be cast into the tops of concrete tanks,bonded in place,or bolted and are available in 12-, 18-,21-,and 24-in.diameters.They can be
down using a riser tank adaptor.They can also be used as valve ordered in 3-in. (76.2-mm)increments in lengths up to 13 ft(3.96 m)
enclosures. for 12-and 18-in.diameter risers,and up to 14 ft
(4.27 m)for 21-and 24-in.diameter risers.Orenco Ultra-Rib riser
pipe is also available in truckload quantities.A complete line of Orenco
pipe-cutting tools makes it easy to fabricate risers in your shop or in
the field
RR24 XX
Standard Models Field Cut to Desired Height.
a7 Use single piece for each riser.
_ _ RR12XX, RU18XX, RR21XX, RR24XX
40 Product Code Diagram
- _
R + +
I Discharge grommet option,in.(mm):
Blank = no discharge grommet
...- 10 = 1(25)
,, 12 = 114(32)
20 = 2(50)
Splice box grommet or splice box options(choose one):
Blank = no grommet or splice box
or
S = grommet installed,1-in.(25-mm),fits SB1 SB4
L = grommet installed,114-in.(32-mm),fits SB5-SB6
SX = hole drilled for 0renco'external splice box'
or
S1 = grommet and SB1 internal splice box installed
S2 = grommet and SB2 internal splice box installed
S3 = grommet and SB3 internal splice box installed
S4 = grommet and SB4 internal splice box installed
L5 = grommet and SB5 internal splice box installed
L6 = grommet and SB6 internal splice box installed
or
XS = grommet and simplex explosion-proof splice box installed'
XD = grommet and duplex explosion-proof splice box installed'
XT = grommet and triplex explosion-proof splice box installed'
Riser height in inches(3-in.increments standard)
Riser diameter:
12= 12-in.(300-mm)•
18= 18-in.(450,mm)-
21 = 21-in.(525-mm)
24= 24-in.(600-mm)
Riser type code.
R = 12-in.(300-mm),21-in.(525-mm),and 24-in.(600-mm)diameters
U = 18-in.(450-mm)diameter
Materials of Construction PU= bulk Ultra-RibT"pipe,all diameters
Riser,Ultra-Rib-
Ultra-RibTM PVC Pipe: PVC •Not intended for use over pump vaults
'Requires minimum 18-in.(457-mm)riser height
'For Class I Division I environments
Specifications
Model RR12XX RU18XX RR21XX RR24XX
I.D.,in.(mm) 11.74(298) 17.65(448) 20.50(521) 23.50(597)
Wall Thickness-excluding ribs,in.(mm) 0.10(3) 0.19(5) 0.25(6) 0.25(6)
0.D.- including ribs,in.(mm) 13.13(334) 19.44(494) 22.63(575) 25.63(651)
Weight,lbs per ft(kg per m) 5(7.4) 11 (16.4) 15(22.3) 19(28.3)
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NTD-RLA-RR-2
Rev.2.2,©08/14
Page 1 of 1

External Splice Box

orenco°
External Splice Box
Applications General
The Orenc0 External Splice Box attaches outside the access riser of an To specify the Orenco External Splice Box for your installation,require the
underground tank.It is engineered specifically for water and wastewater following:
treatment systems and is especially suited for use in locations prone to • Watertight for prolonged submergence per UL listing(Type 6P)
high groundwater and other wet conditions.Its separate conduit hubs,
large volume,and optional dividers make it useful for maintaining isolation • Attachment external to access riser to allow inspection with no need
of high and low voltage wires where needed.It has four cord grips which to open the riser lid
accommodate power cords for floats and pumps of 0.170-0.470 inches • Volume of 100 in.3(1639 cm3)for easy wiring access and to
(4.3- 11.9 mm)in diameter.Unused cord grips can be plugged watertight accommodate multiple wiring configurations
with the supplied cord grip plugs.Each External Splice Box is provided with • Bottom entry,so conduit or direct bury cable always remains below
a hole-cutting template to simplify installation on the riser and a 4-inch minimum burial depth
(100-mm)diameter grommet for the riser penetration.
• Molded of UL(f1) rated plastic,resistant to cold and UV exposure,
suitable for external applications
• Optional divider plates available for isolating high and low voltage
wires from separate conduits or direct-bury cable
SBEX 1-4
Standard Models
SBEX1-4,SBEX1-4-P
t ,
Product Code Diagram
SBEX1-4 - T_
I Blank=no divider plates
P =divider plates
,- External splice box
•
•
\ it
•
•
•
The External Splice Box is molded of a UL(f1)rated
PVC alloy It has a UL Type 6P listing for prolonged
submergence.
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-SBD(-1
Rev.1.2,©09/14
Page 1 of 2

Orenco°
Physical Specifications Materials of Construction
Volume 100 in.3(1639 cm') Splice box PVC alloy
Cord grips 4 per SBEX Cord grips Nylon
Cord grip plugs 3 per SBEX Cord grip plugs EPDM rubber
Cord diameters 0.170-0.470 in.(4.3-11.9 mm) 0-rings Buna rubber
accommodated Conduit hub plug PVC per ASTM D-1784
Conduit hubs 2 4-in.(100-mm)grommet* EPDM rubber
Conduit hub plug 1 *Grommet not shown in illustration below
Conduit sizes 3 in.,1 in.(with coupling),%z in.(with fitting or bell end)
accommodated
Dia.of hole into riser 5 in.(127 mm),hole-cutting template included
5.24 in.(133 mm)
Threaded
cap IMF 8.25 in.(133 mm)
4.5 in.
(114 mm) 11111
i
•
11
•
•
Cord grip Cord grips Cord grip Optional Conduit Optional
plugs(3) (4) plate divider hubs(2) divider
CI-Conduit
hub plug(1)
NTD-SBEX-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.1.2,©09/14
Page 2 of 2

Riser Lids

Orenco°
DuraFiberTMAccess Lids
Applications •
Orenco®DuraFiber`""Access Lids provide a secure,damage-resistant cov-
ering for ribbed PVC and HDPE risers,pump basins,and access ports.They
are not recommended for vehicular traffic.30-inch(750-mm)DuraFiber
lids are not compatible with 30-inch(750-mm)RLA Riser-Lid-Adapters or
30-inch(750-mm)Perma-Loc'"pipe.For these products,use Orenco's
FLF-Series lids.
General A ©
DuraFiber Access Lids are constructed of resin-infused fiberglass fabrics
for extreme durability and damage resistance,with breaking strengths in
excess of 20,000 pounds(9,000 kg).
They feature flat-style flanges for easier access,allowing clean,flush-to-
grade installations.They have cored centering rings for aligning lids with
risers.And they also have urethane gaskets to help provide watertight seals.
DuraFiber Lids feature a non-skid surface for better grip and aesthetics,a
molded-in caution statement,and room for a customer logo.They come po
with four 5/16-inch stainless steel flathead socket cap screws and a hex
key wrench.
Durafiber Lids are available with optional insulation,installed at the factory 4_
or in kits that can be installed in the field. B Qr—
T I' c ►1
Standard Models
FLD24G, FLD24GATX, FLD24GW, FLD30G, FLD3OGATX, FLD3OGW Materials of Construction:
(12)FLD 24G Lid Fiberglass reinforced polyester
Product Code Diagram (6)FLD 24GV CF Gasket Urethane
FLD Centering ring core Structural foam
Mounting hardware Stainless steel
Tolor and logo options: Insulation(optional) Closed-cell foam
Blank= green color lid
B = brown color lid Insulation mounting hardware Stainless steel
C = custom logo
ATX = AdvanTexe logo
W = warning label
Insulation:' Specifications
Blank= no insulation
12 = 2-inch(50-mm)insulation installed Model FLD24XX FLD3OXX
14 = 4-inch(100-mm)insulation installed
Vent and filter options: A in.(mm) 26(660) 33(838)
Blank= no vent or filter options mm B,in. %z 38
V = vent ( ) 138( ) 1 ( )
CF = carbon fitter C,in.(mm) 23'/4(590) 29'/4(743)
Gasket options:
G = gasket(standard) Gasket width,in.(mm) Y4(19) 3(19)
Blank= no gasket Bolt hole diameter,in.(mm) 5/6(8) 5/6(8)
Lid diameter,in.(mm):
24 = 24(600) Weight,lbs(kg) 11 (5) 20(9)
30 = 30(750) Bolt holes,per lid 4 4
DuraFiber' fiberglass lid
Insulation has an R-value of 10 per 2-inch(50-mm)increment.
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-RLA-FL-4
Rev.1.2,012/15
Pagel of1

Safety Nets

__5141/ 5TF-N1 B, 24 . 30
F
FEATURES
• Use as a security measure to keep
persons, especially children, from
accidental entry while systems are
being serviced or any other instance
where a cover is removed
Available to fit 18", 24", and 30"
diameter risers
• Open areas in web are large enough
_ . µ'' t�r'V. to allow tanks to be pumped without
_ having to remove the security net
�`��`' .r •: Installs easily in our segmented riser
„� .11° and others
.1;41
00.
/06,04%"4,44
�¢' Install Safety Net in All Risers not
containing an inner lid.
It
Use Sufficient Disconnects to allow access
to components.
Order part No.STF-N18
STF-N24
STF-N30
STE IC+SC,!Hitt 11,
24.
V IM
V,` \ CAD detail drawing available in DXF format
i
"w.. /
RELATED PRODUCTS
� -� STF-CI24 page 5
STF-RS24S SEGMENTED RISER-,1 I STF-APC24G page 6
I STF-APC24B page 6
STF-R8248 page 9
STF-AR24 page 9
STF-APC24GI-075 page 14
STF-APC24BI-075 page 14
STF-APC24GI-100 page 14
STF-APC24BI-100 page 14
STF-APL24G page 14
U.S.Patent Pending STF-APL24B page 14
.1111111111111. 111
PAGE
Toll Free 888-999-3290 Office 231-582-1020 Fax [phone] Email [e-mail] Web www.gag-simtech corn 10

Effluent Filter

erenc , g
S YST EMS
Commercial Biolube® Effluent Filters
Applications Standard Features & Benefits
Our patented*Biotube®Effluent Filters in 8-, 12-,and 15-inch (200-, 300-, and • The only large,corn- • Extendible cartridge
375-mm) diameter sizes are ideal for large residential,commercial, and community mercial-size effluent handle,simplifies filter
applications.They prevent large solids from leaving the tank,dramatically improving filter available removal
wastewater quality and extending the life of downstream treatment systems, For more • Removes about two- • Easy to clean by
information, see our"Filter Facts"document,AFL-FT-2-PRN, which is available on our thirds of suspended simply hosing off filter
online document library at www.orenco.com. solids,on average, cartridge
extending drainfield • Corrosion-proof con:
•
tlife
"" struction,to ensure
' 12-and 15-inch • Flow modulating dis- long life
8-inch(200-mm) (300-and 375-mm) charge orifices to limit 1
Biotube Effluent Filter Biotube Effluent Filter flow rate leaving tank,
mitigating surges and
sq, increasing retention
... 12-and 15-inch(300-and 375-mm) time
z Biotube Filter with Slide Rail
�. 1 �'
_ Optional Biotube
c Features & Filtering
Benefits Process
r • Alarm available,to Effluent from the rela-
•
. 1 signal the need for tively clear zone of the
cleaning septic tank,between the
• Slide Rail System scum and sludge layers,
available, required horizontally enters the
when there is only Biotube Effluent Filter
i one tank access to through inlet holes in the
• • • • • housing. Effluent then
the effluent filter g
compartment enters the annular space
between the housing
• Multiple filters may and the Biotubes, utiliz
} be used to accom ing the Biotubes' entire
modate larger flows
try surface for filtering.
Particles larger than
x :, ' the Biotube's mesh are
prevented from leaving
Orenco's commercially-sized effluent filters are the only effluent filters on the market capable the tank.
of handling large wastewater flows.Standard models have up to 52 fil(4.8 m2)of filter area,to
resist clogging while providing maximum long-term protection.Large filter area increases the
time between cleanings.
'Covered by patent numbers 5,492,635 and 4,439,323
To Order
Call your nearest Orenco Systems®, Inc. Distributor. For nearest Distributor, call OrelhlCO
Orenco at 800-348-9843,or visit www.orenco.com and click on "Where to Buy." SYSTEMS
APS-FTL-1 Orenco Systems Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA
Rev.5.0®04/17 800-348-9843•541-459-4449•www.orenco.com
Page 1

O renco° Product Sheet
SYSTEMS
Select Biotube® Filter to Match FT Series Biotube Effluent Filters
Design Flow and Desired 10,000-
Cleaning Interval 9,000-
This chart shows the relationship between Biotube ., 8,000-
Filter size(diameter),design flow,and mean time a 7 000-
a)
between cleanings.The larger the filter and the 6,000-
smaller the flow,the longer you can go between 0
cleanings. For example,a typical 3-year cleaning u. 5,000-
frequency would require an 8-inch(200-mm)filter a, 4,000- FTrS
for up to 2500(9.4 m3)gpd,a 12-inch(300-mm) 3,000- Fr ��Secu
r'es
filter for up to 5000(18.9 m3)gpd,and a 15-inch o 2000- r2p0 Series
,
(375 mm)filter for up to 8500(32.2 m3)gpd.See FT0800 Series
NDA-FT-FT-1 "Biotube Effluent Filter Sizing,"for
1 000-
more sizing information. 0- ' i I I i i i ,
3 4 5 6 7 8 9 10 11 12
Modulating orifice calculations are also required Mean Time Between Cleanings (years)
for applications with large surge flows.Contact
Orenco for assistance.
Model Codes for Ordering Biotube Effluent Filter
FT - 36 8-, 12-, and 15-inch (200-, 300- and 375-mm)
Float switch bracket and slide rail options: 11
Blank = no options selected Handle assembly it
A = float switch bracket installed
R = slide rail installed, I ill High water alarm
Cartridge height,in.(mm): I'I I float(optional)
36 = 36(914),standard 41 :2'-
Housing height",in.(mm): I
48 = 48(1219)
54 = 54(1372)
60 = 60(1524) Discharge coupling
66 = 66(1676-mm with flow-modulat-
r
1554-36R Biotube filter o I
Filter diameter,in.(mm): 4
08 = 08(200) cartridge � �\, ing orifice
12 = 12(300) tall in Outlet of NW ST 15 = 15(375) ritq,-38gc'DVAI
111111!
Inlet holes
Filter mesh option:
Blank = 1/4-in.(3-mm)fitter mesh
1 P = Y,e-in.(1.6-mm)filter mesh
Biotube®effluent filter Housing Minimum liquid level(MLL)information: . Support coupling
48-in.(1219-mm)housing for MLL of 37-46 in.(940-1168 mm) and bracket
54-in.(1372-mm)housing for MLL of 47-63 in.(1194-1600 mm)
60-in.(1524-mm)housing for MLL of 64-84 in.(1626-2134 mm) (12"and 15"only)
66-in.(1676-mm)housing for MLL of 85-112 in.(2159-2845 mm)
,For 12-and 15-in.(300-and 375-mm)ony;use slide rail option
when only one access is available for the fitter chamber
Distributed By:
f
APS-FTL-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA
Rev.5.0 0 04/17 800-348-9843•541-459-4449•www.orenco.com
Page 2

Bio-Tube Pump Vaults

r Ilvf
Orenco ethnical Data Sheet
Universal Biotube° Pump Vaults
For use with Orencoe 4-inch (100-mm) Submersible Effluent Pumps
Applications General
Orenco Biotube®Pump Vaults are used to filter effluent that is pumped The Orenco Biotube Pump Vault includes a molded polyethylene hous-
from septic tanks or separate dosing tanks in STEP systems and onsite ing with an intemal Biotube filter cartridge constructed of polypropylene
wastewater treatment systems.They remove two-thirds of suspended and PVC.Schedule 80 PVC support pipes are included to suspend the
solids,on average.Pump vaults house a Biotube effluent filter and one vault in a tank opening."Eariess"68-inch(1727-mm)vaults,which rest
or two Orenco high-head effluent pumps and can be used in single- on the bottom of the tank instead of on support pipes,are also available.
compartment septic tanks with flows up to 40 gpm(2.5 Usec).When The filter cartridge can be removed without pulling the pump or the vault.
flows are greater than 40 gpm(2.5 Usec),a double-compartment sep- Effluent enters through inlet holes around the perimeter of the Biotube
tic tank or separate dosing tank is recommended. vault and flows through the Biotubes to the external flow inducer.The
external flow inducer accommodates one or two pumps.Orenco Biotube
Pump Vaults are covered by U.S.patents#4,439,323 and 5,492,635.
Support pipe
Standard Models
PVU57-1819, PVU68-2419,PVU84-2419,PV1J95-3625.
Product Code Diagram
PVU _ - -
External flow inducer
Support pipe length:
Blank =standard,for 24"(600 mm)riser
L =long,for 30"(750 mm)riser
NB =no support pipe bracket(carless)
Inlet hole height,standard:
13"(330 mm)
19"(482 mm)
25"(635 mm)
Cartridge height,standard:
Inlet holes f) 18"(457 mm)
24"(610 mm)
36"(914 mm)
NW(1)PVU 95-24-19
57"(1448 mm)eight:' SW(1)PVU 95-24-19
57 (1
68"(1727mm) NE (1)PVU 95-24-19
72"(1829mm) E (1)PVU(95-24-19)
95"(2413 mm) FEQ(1)PVU(97-18-19)
I or custom specification
Biotube•filter mesh:
Blank =1/8"(3.2 mm)mesh
P =1/16"(1.6 mm)mesh
Side view Universal Pump Vault
Custom heights from 42"to 135"available
Tank Access and Riser Diameters Materials of Construction
Diameter,in.(mm) PVU with PVU with Support pipe Schedule 80 PVC
simplex pump duplex pumps
Biotube®vault Polyethylene
Tank access,minimum 19(483) 19(483)
Biotube filter cartridge Polypropylene/PVC
Tank access,recommended 20(508) 20(508)
Riser,minimum 24(600) 30(750) Float stem Schedule 40 PVC
Drain valve ball Polypropylene
Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-PVU-1
Rev.1.3,©09/14
Page 1 of 2

Orenco Technical Data Sheet
•
—Support pipes
D E 0
- ilt
G
• C 0
F
j[ Top view
I
2-inch(50-mm)min. , r
r}
6 '0b
.
J
I - (
Dimensions
A,in.(mm) 3(76)
{ ' Drain B,in.(mm) 4(102)
B i , valve ball •
C,in.(mm) 17.3(439)
D,in.(mm) 16.6(422)
Side view cutaway
E,in.(mm) 12(305)
Specifications
Model PVU57-1819 PVU68-2419 PVU84-2419 PVU95-3625
F,vault height,in.(mm) 57(1448) 68(1727) 84(1727) 95(2413)
G,lowest float setting point,in.(mm) 29(737) 35(889) 51 (1295) 50(1270)
H,inlet hole height,in.(mm)* 19(483) 19 in.(483) 19(482) 25(635)
J,Biotube®cartridge height,in.(mm) 18(457) 24(610) 24(610) 36(914)
Biotube mesh opening,in.(mm) 0.125(3) 0.125(3) 0.125(3) 0.125(3)
Filter flow area,ft2(m2) 4.4(0.4) 5.9(0.5) 5.9(0.5) 9.0(0.84)
Filter surface area,ft2(m2) 14.5(1.35) 19.7(1.83) 19.7(1.83) 30(2.79)
Maximum flow rate,gpm(Usec) 140(8.8) 140(8.8) 140(8.8) 140(8.8)
•May vary depending on the configuration of the tank.
NTD-PVIJ-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.1.3,©09/14
Page 2 of 2

Flow Equalization, Discharge & Re-circulation Pumps

Orenco°
PF Series 60-Hz, 4-inch (100-mm
Submersible Effluent Pumps
Applications Features/Specifications
Our 4-inch(100-mm)Submersible Effluent Pumps are designed to To specify this pump for your installation,require the following:
transport screened effluent(with low TSS counts)from septic tanks or • Minimum 24-hour run-dry capability with no deterioration in pump life
separate dosing tanks.All our pumps are constructed of lightweight, or performance*
corrosion-resistant stainless steel and engineered plastics; all are field- • Patented 1/8-inch(3-mm)bypass orifice to ensure flow recirculation
serviceable and repairable with common tools; 60-Hz PF Series models for motor cooling and to prevent air bind
are CSA certified to the U.S.and Canadian safety standards for effluent • Liquid end repair kits available for better long-term cost of ownership
pumps, meeting UL requirements.
• TRI-SEALTm floating impeller design on 10,15,20,and 30 gpm
Orenco's Effluent Pumps are used in a variety of applications, includ (0.6,1.0, 1.3,and 1.9 Usec)models;floating stack design on 50 and
ing pressurized drainfields,packed bed filters,mounds,aerobic units, 75 gpm(3.2 and 4.7 Usec)models
effluent irrigation,effluent sewers,wetlands,lagoons,and more.These • Franklin Electric Super Stainless motor, rated for continuous use and
pumps are designed to be used with a Biotube®pump vault or after a frequent cycling
secondary treatment system. • Type SOOW 600-V motor cable
— Discharge Connection `Not applicable for 5-hp(3.73 kW)models
Standard Models 1
See specifications chart, pages 2-3,for a list of standard pumps. For
a complete list of available pumps,call Orenco.
— Bypass Orifice Product Code Diagram
PF _
-
Franklin
Liquid End lord length,ft(m):'
Blank = 10(3) 20 = 20(6)
', 30 = 30(9) 50 = 50(15)
,_n
Check valve:
II — Suction Connection Blank = no internal check valve
CV = internal check valve'
Voltage,nameplate:
1 =115* 200= 200
2=230 4 = 460
—
Frequency:
f 1 =single-phase 60 Hz
3=three-phase 60 Hz
Franklin [TEP Pumps Horsepower(kV�:
PF 2005 12 20 03 = '/hp(0.25) 05 = f4 hp(0.37)
Super Stainless ) 07 =3 hp(0.56) 10 = 1 hp(0.75)
Motor low Equalization Pump 15 = 1)4 hp(1.11) 20 =2 hp(1.50)
)PF2005 12-20 30 =3 hp(2.24) 50 =5 hp(3.73)
ecirculation Pump
)PF7515 12 Nominal flow,gpm(Usec):
10 = 10(0.6) 15= 15(1.0)
ischarge Pump 20 = 20(1.3) 30=30(1.9)
)PF2005 12-20 50 =50(3.2) 75= 75(4.7)
Pump,PF Series
•1/2-hp(0.37kVV)only
Powered by 'Available for 10 gpm(0.6 Usec),1/2 hp(0.37 kg only
e 0 Franklin Electric 'Note:20-ft cords are available only for single-phase pumps through 1)4 hp
CJ
US
LR80980
LR2053896
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-PU-PF-1
Rev.4.0,©12/16
Page 1 of 5

-4,97diumm
Orenco Technical Data Sheet
Specifications
U A 3 N y <Q .0
d
co
1= g fd 5 U
G� _ '5' a za a Gm 2 E Cm .E 3 z
Pump Model
PF100511 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 6 1 1/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100511CV 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 6 1 1/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100512 10(0.6) 0.50(0.37) 1 230 240 6.3 6.3 6 1 '/a in.GFP 23.0(660) 16(406) 26(12) 300
PF10053200 10(0.6) 0.50(0.37) 3 200 208 3.8 3.8 6 1 Y4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100712 4.5 10(0.6) 0.75(0.56) 1 230 240 8.3 8.3 8 1 Y4 in.GFP 25.9(658) 17(432) 30(14) 300
PF10073200 4,5 10(0.6) 0.75(0.56) 3 200 208 5.1 5.2 8 1 1/4 in.GFP 25.4(645) 17(432) 31 (14) 300
PF101012 5.6 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 9 1 1/4 in.GFP 27.9(709) 18(457) 33(15) 100
PF10103200 5.6 10(0.6) 1.00(0.75) 3 200 208 5.5 5.5 9 1 Ya in.GFP 27.3(693) 18(457) 37(17) 300
PF102012 5,6,7,8 10(0.6) 2.00(1.49) 1 230 240 12.1 12.1 18 1 '/a in,SS 39.5(1003) 22(559) 48(22) 100
PF102032 5,6,8 10(0.6) 2.00(1.49) 3 230 240 7.5 7.6 18 1 A4 in.SS 37.9(963) 20(508) 44(20) 300
PF10203200 5.6,8 10(0.6) 2.00(1.49) 3 200 208 8.7 8.7 18 1 1A in.SS 37.9(963) 20(508) 44(20) 300
PF150311 15(1.0) 0.33(0.25) 1 115 120 8.7 8.8 3 1 '/4 in.GFP 19.5(495) 15(380) 23(10) 300
PF150312 15(1.0) 0.33(0.25) 1 230 240 4.4 4.5 3 1 '/4 in.GFP 19.5(495) 15(380) 23(10) 300
PF200511 20(1.3) 0.50(0.37) 1 115 120 12.3 12.5 4 1 '/a in.GFP 22.3(566) 18(457) 25(11) 300
PF200512 20(1.3) 0.50(0.37) 1 230 240 6.4 6.5 4 1 1A in.GFP 22.5(572) 18(457) 26(12) 300
PF20053200 20(1.3) 0.50(0.37) 3 200 208 3.7 3.8 4 1 'A in.GFP 22.3(566) 18(457) 26(12) 300
PF201012 4.5 20(1.3) 1.00(0.75) 1 230 240 10.5 10.5 7 1 Y4 in.GFP 28.4(721) 20(508) 33(15) 100
PF20103200 4.5 20(1.3) 1.00(0.75) 3 200 208 5.8 5.9 7 1 'A in.GFP 27.8(706) 20(508) 33(15) 300
PF201512 4.5 20(1.3) 1.50(1.11) 1 230 240 12.4 12.6 9 1 'A in.GFP 34.0(864) 24(610) 41 (19) 100
PF20153200 4,5 20(1.3) 1.50(1.11) 3 200 208 7.1 7.2 9 1 1/a in.GFP 30.7(780) 20(508) 35(16) 300
PF300511 30(1.9) 0.50(0.37) 1 115 120 11.8 11.8 3 1 Ya in.GFP 21.3(541) 20(508) 28(13) 300
PF300512 30(1.9) 0.50(0.37) 1 230 240 6.2 6.2 3 1 Y4 in.GFP 21.3(541) 20(508) 25(11) 300
PF30053200 30(1.9) 0.50(0.37) 3 200 208 3.6 3.6 3 1 1A in.GFP 21.3(541) 20(508) 25(11) 300
PF300712 30(1.9) 0.75(0.56) 1 230 240 8.5 8.5 5 1 1/in.GFP 24.8(630) 21 (533) 29(13) 300
PF30073200 30(1.9) 0.75(0.56) 3 200 208 4.9 4.9 5 1 1/a in.GFP 24.6(625) 21 (533) 30(14) 300
PF301012 4 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 6 1 Y4 in.GFP 27.0(686) 22(559) 32(15) 100
PF30103200 4 30(1.9) 1.00(0.75) 3 200 208 5.8 5.8 6 1 1/4 in.GFP 26.4(671) 22(559) 33(15) 300
PF301512 4,5 30(1.9) 1.50(1.11) 1 230 240 12.6 12.6 8 1 1/4 in.GFP 32.8(833) 24(610) 40(18) 100
PF30153200 4.5 30(1.9) 1.50(1.11) 3 200 208 6.9 6.9 8 1 1/in.GFP 29.8(757) 22(559) 34(15) 300
PF301534 4.5 30(1.9) 1.50(1.11) 3 460 480 2.8 2.8 8 1 1A in.GFP 29.5(685) 22(559) 34(15) 300
PF302012 5.6.7 30(1.9) 2.00(1.49) 1 230 240 11.0 11.0 10 1 i/in.SS 35.5(902) 26(660) 44(20) 100
PF30203200 5,6 30(1.9) 2.00(1.49) 3 200 208 9.3 9.3 10 1 '/4 in.SS 34.0(864) 24(610) 41 (19) 300
PF303012 5,6,7,8 30(1.9) 3.00(2.23) 1 230 240 16.8 16.8 14 1 1A in.SS 44.5(1130) 33(838) 54(24) 100
PF303032 5,6,8 30(1.9) 3.00(2.23) 3 230 240 10.0 10.1 14 1 1A in.SS 44.3(1125) 27(686) 52(24) 300
PF305012 5.6,7,8 30(1.9) 5.00(3.73) 1 230 240 25.6 25.8 23 1 1/in.SS 66.5(1689) 53(1346) 82(37) 100
PF305032 5.6,8 30(1.9) 5.00(3.73) 3 230 240 16.6 16.6 23 1 1/in.SS 60.8(1544) 48(1219) 66(30) 300
PF30503200 5,6.8 30(1.9) 5.00(3.73) 3 200 208 18.7 18.7 23 1 Y4 in.SS 60.8(1544) 48(1219) 66(30) 300
PF500511 50(3.2) 0.50(0.37) 1 115 120 12.1 12.1 2 2 in.SS 20.3(516) 24(610) 27(12) 300
PF500512 50(3.2) 0.50(0.37) 1 230 240 6.2 6.2 2 2 in.SS 20.3(516) 24(610) 27(12) 300
PF500532 50(3.2) 0.50(0.37) 3 230 240 3.0 3.0 2 2 in.SS 20.3(516) 24(610) 28(13) 300
PF50053200 50(3.2) 0.50(0.37) 3 200 208 3.7 3.7 2 2 in.SS 20.3(516) 24(610) 28(13) 300
PF500534 50(3.2) 0.50(0.37) 3 460 480 1.5 1.5 2 2 in.SS 20.3(516) 24(610) 28(13) 300
PF500712 50(3.2) 0.75(0.56) 1 230 240 8.5 8.5 3 2 in.SS 23.7(602) 25(635) 31 (14) 300
PF500732 50(3.2) 0.75(0.56) 3 230 240 3.9 3.9 3 2 in.SS 23.7(602) 25(635) 32(15) 300
NTD-PU-PF-1 Orenco Systems Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.4.0,©12/16
Page 2 of 5

Technical Data Sheet Orenco.
Specifications, Cont. T.; o, a
N
E m y ° 3 u CU
'r .� £ a . 666VJJJ
co o cm E a�i c M ›
by g5- c0 E5 Na x ct n u c cE a aai
c� s � a z i a o o _ � .E 3 z
Pump Model
PF50073200 50(3.2) 0.75(0.56) 3 200 208 4.9 4.9 3 2 in.SS 23.1 (587) 26(660) 32(15) 300
PF500734 50(3.2) 0.75(0.56) 3 460 480 1.8 1.8 3 2 in.SS 34.8(884) 25(635) 31 (14) 300
PF501012 50(3.2) 1.00(0.75) 1 230 240 10.1 10.1 4 2 in.SS 27.0(686) 26(660) 35(16) 100
PF50103200 50(3.2) 1.00(0.75) 3 200 208 5.7 5.7 4 2 in.SS 26.4(671) 26(660) 39(18) 300
PF501034 50(3.2) 1.00(0.75) 3 460 480 2.2 2.2 4 2 in.SS 26.4(671) 26(660) 39(18) 300
PF5015124 50(3.2) 1.50(1.11) 1 230 240 12.5 12.6 5 2 in.SS 32.5(826) 30(762) 41 (19) 100
PF501532004 50(3.2) 1.50(1.11) 3 200 208 7.0 7.0 5 2 in.SS 29.3(744) 26(660) 35(16) 300
PF503012 4.5'7," 50(3.2) 3.00(2.23) 1 230 240 17.7 17.7 8 2 in.SS 43.0(1092) 37(940) 55(25) 100
PF50303200 4,5'8 50(3.2) 3.00(2.23) 3 200 208 13.1 13.1 8 2 in.SS 43.4(1102) 30(762) 55(25) 300
PF503034 4.5'8 50(3.2) 3.00(2.23) 3 460 480 5.3 5.3 8 2 in.SS 40.0(1016) 31 (787) 55(25) 300
PF505012 5.6"7 50(3.2) 5.00(3.73) 1 230 240 26.2 26.4 13 2 in.SS 65.4(1661) 55(1397) 64(29) 300
PF505032 5•8•7'" 50(3.2) 5.00(3.73) 3 230 240 16.5 16.5 13 2 in.SS 59.3(1506) 49(1245) 64(29) 300
PF751012 75(4.7) 1.00(0.75) 1 230 240 9.9 10.0 3 2 in.SS 27.0(686) 27(686) 34(15) 100
PF751512 75(4.7) 1.50(1.11) 1 230 240 12.1 12.3 4 2 in.SS 33.4(848) 30(762) 44(20) 100 I
1 GFP=glass-filled poypropylene;SS=stainless steel.The 1 Win.NPT GFP discharge is 2 743 in.octagonal across flats;the 1 ,-in.NPT SS discharge is 2 1/8 in.octagonal across flats;and the 2-in.
NPT SS discharge is 2 7,8 in.hexagonal across flats.Discharge is female NPT threaded,U.S.nominal size,to accommodate Orencd"discharge hose and valve assemblies.Consult your Orenco Distributor
about fittings to connect hose and valve assemblies to metric-sized piping.
2 Minimum liquid level is for single pumps when installed in an Orenco Biotube®Pump Vault or Universal Flow Inducer In other applications,minimum liquid level should be top of pump.Consult Orenco for
more information.
3 Weight includes carton and 10-ft(3-m)cord
4 High-pressure discharge assemby required.
5 Do not use cam-hock option(0)on discharge assembly
6 Custom discharge assemby required for these pumps.Contact Orenco.
7 Capacitor pack(sold separatey or installed in a custom control panel)required for this pump.Contact Orenco.
8 Torque locks are available for all pumps,and are supplied with 3-hp and 5-hp pumps.
Materials of Construction
i D scharge Glass filled polypropylene or stainless steel
Discharge bearing Engineered thermoplastic(PEEK)
Diffusers Glass-filled PPO(Noryl GFN3)
Impellers Celcon®acetal copolymer on 10-,20,and 30-gpm models;50-gpm impellers are Noryl GFN3
Intake screen Polypropylene
Suction connection Stainless steel
Drive shaft 7/16 inch hexagonal stainless steel,300 series
Coupling Sintered stainless steel,300 series
Shell Stainless steel,300 series
Motor Franklin motor exterior constructed of stainless steel.Motor filled with deionized water and propylene glycol for constant lubrication.Hermetically
sealed motor housing ensures moisture-free windings.All thrust absorbed by Kingsbury-type thrust bearing.Rated for continuous duty.Single-
phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security.Single-phase motors through 1.5 hp
(1.11 kW)have built-in thermal overload protection,which trips at 203-221°F(95-105°Q.
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-PU-PF-1
Rev.4.0,©12/16
Page 3 of 5

Orenco ,Technical Data Sheet
Using a Pump Curve
A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic
head,or TDH),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These
graphs show optimal pump operation ranges with a solid line and show flow rates outside of these ranges with a dashed line.For the most accurate
pump specification,use Orenco's PumpSelect-software.
Pump Curves
800 1 I 1 I I I I I I 160 1 I I I I I I
PF1020 PF10 Series,60 Hz,0.5-2.0 hp — PF15 Series,60 Hz,0.3 hp —
700 140- '
s. co
,c 600 120 rPF1503
- 2 •
500 100
.N\s\'
a a
400 JPF10161 80
c.) 9
300 PF1007 .•, --- 60
a 200 PF10051 :..: --� °11 a.N:
.
40
1° 'PF1005-FC is
100 w/'/4'flow 20
controller -
-
I I I 0
0 2 4 6 8 10 12 14 16 0 3 6 9 12 15 18 21 24
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
400 I i 1 1 900 , , 1 ! I I I ,
PF20 Series,60 Hz,0.5-1.5 hp — PF3050I PF30 Series,60 Hz,0.5-5.0 hp
w 350 pF2015 r•
m m
'. `- 700
c 300 c
IPF2010 = 600-
cz 250 0 PF3030I
500-
-e 200
e 150 400 PF3020I
co
PF2005
m PF3015
a 100 a IPF3010
:?
c c ...... ........ ....
is i PF3007
50
100 PF3005
0 1
0 5 10 15 20 25 30 35 40 00 5 10 15 20 25 30 35 40 45
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
NTD-Pu-PF-1 Orenco Systems"Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.4.0,©12/16
Page 4 of 5

UV Disinfection Unit

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ULTRAVIOLET WATER PURIFIERS
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Model S2400C !(2)Model S5OC
20 gpm
40 GPM
NSF
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_ _ SINCE 1963
Certified to ATLANTIC U ULTRAVIOLET
NSF/ANS161 & 372 CORPORATION

ABOUT US GERMICIDAL
ULTRAVIOLET
Since 1963,Atlantic Ultraviolet Ultraviolet water purification is a unique
and rapid method of water disinfection
Corporation®has pioneered '
without the use of heat or chemicals.
the discovery and development
of beneficial uses of ultraviolet SANITRON®Ultraviolet Purifiers utilize
t � r
I �. germicidal ultraviolet lamps that produce
A. _
energy. Over the years, short wave radiation lethal to bacteria,
these efforts have led to the viruses and other microorganisms
present in water.
development of valuable, cost effective, and environmentally sound techniques
and products now known and respected throughout the world. Through the years ultraviolet technology
has become well established as a method
of choice for effective and economical
The UV Application Specialists at Atlantic Ultraviolet Corporation®assist customers
water disinfection.
in the selection of germicidal lamps and equipment.Their specialized knowledge is
SANITRON®Ultraviolet Water Purifiers are
a valuable resource in formulating effective and cost-conscious ultraviolet solutions.
the ideal solution for an ever growing range
Extensive inventories and a dedicated staff enable Atlantic Ultraviolet Corporation® of water treatment applications.
to fulfill its commitment to provide fast deliveries and responsive customer service.
Atlantic Ultraviolet Corporation®equipment
and systems are manufactured in the USA.
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Model S50C' d�: �J�'
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20 GPM .: :v
Model S37C )1,
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12 GPM
0 Certified to
Model S23A NSF®/ANSI 61 &372
6 GPM
Model S17A
(For larger flow rates,see page 9) 3 GPM
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ATLANTIC ULTRAVIOLET
2 CORPORATION°

ADVANTAGES PRINCIPLE OF OPERATION
Effective
Virtually all microorganisms are GERMICIDAL LAMP IN QUARTZ SLEEVE
susceptible to SANITRON® HEAD CLAMP
ultraviolet disinfection ULTRAVIOLET RAYS ®OUTLET
REMOVEABLE ®INLET
HEAD ®SIGHT a
PORT
Hundreds of gallons are purified EASY-OFF"'
END CAP
for each penny of operating cost / ,
WIPER\ _
LOCK _ \
124
•
No danger of overdosing, no tit
addition of chemicals es!'
WIPER
KNOB DRAIN WIPER
Water is ready for use as soon ROD °PATENTED
STAINLESS WIPER
as it leaves the purifier-no STEEL MECHANISM
CHAMBER
further contact time required
Model S23A ELECTRICAL
6 GPM ENCLOSURE
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Simple installation and maintenance-
3ompact units require minimum space
Automatic @ The water enters the purifier and flows into the annular space between the quartz
Provides continuous disinfection sleeve and the chamber wall.
without special attention or measurement
0 The wiper segments induce turbulence in the flowing liquid to assure uniform
exposure of suspended microorganisms to the lethal ultraviolet rays.
Chemical Free
No chlorine taste or corrosion problems 0 Translucent sight port provides positive indication of germicidal lamp operation.
\h rs, ai lc ® The wiper assembly facilitates periodic cleaning of the quartz sleeve without any
Capacities available from 3 to disassembly or interruption of purifier operation.
416 gallons per minute (GPM)
Water leaving the purifier is instantly ready for use.
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3

SPECIAL FEATURES
Quick Lamp Change
Exclusive EASY-OFF TM End Cap CRYSTAL CLEAR"`Quartz Sleeve
enables effortless lamp replacement Ensures optimum lamp output at normal potable
without shutdown of water pressure or water temperatures. (See interior detail page 3.)
drainage of tank. No tools required.
-a--{ Removable Flanged Head --4) Sight Port Plug
Units disassemble completely and easily in the Visible glow provides positive indication of
event that repairs are necessary. No special tools germicidal lamp operation.
or fixtures required. (Models S2400C and larger
feature dual removable heads.)
V
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110 :
OrP
- j m_
t -. Drain Plug Model S2400C
Convenient, in-place drainage 40 GPM
of purifier chamber.
Wiper Lock
Locks wiper mechanism in retracted position.
Type 316 Stainless Steel Construction
Chamber, head,and clamp are made from
• Patented Dual Action Wiper Mechanism electropolished and passivated stainless steel for
Facilitates periodic cleaning of quartz sleeve without an attractive finish and dependable service.
interruption of purifier operation. No disassembly
' required. Complies with U.S Public Health Guidelines. STER-L-RAY®Germicidal Lamp (not shown)
Provides the utmost in quaility,sustained
output, and longevity.
INSTALLATION & MAINTENANCE
The purifier is installed horizontally as close as possible to the point of use. Connection of the inlet and outlet to water supply and insertion
of power plug into 3-wire GFCI grounded outlet is all that is required.
Ordinary maintenance consists of cleaning the quartz sleeve with the manual wiper once monthly or more frequently where conditions
dictate. Lamp replacement is recommended every 10,000 hours of operation (approximately 14 months of continuous service).
IL SINCE 1963
ATLANTIC 11111 ULTRAVIOLET
4.. CORPORATION'

OPTIONAL
ACCESSORIES MONITORING OPTIONS
liPromateTM Audio Alarm GoodThe STERALERTT"'Lamp Status Alarm monitors visible light emitted through the
Activated by the SENTRY'or sight port plug of the water purifier and activates an audible alarm when visible light
GUARDIANT" and alerts user T.* falls below acceptable levels.
to any malfunction detected
• Easy installation, no tools required • Warns of lamp or power failure
PromateT"' • Mounts on the sight port plug • Available with Remote Sounder
Elapsed Time Indicator • Operates on a 9v battery • Available with Dry Contact for
l Real-time, non-resettable • Monitors the visible light emitted by Connection to PLC
display of accumulated the ultraviolet lamp(does not monitor • Optional 120v 60Hz Power
operating hours the ultraviolet intensity) Adapter available
• Produces a high frequency tone, • Available for use with all
lc J PromateT" pulsed at two to three cycles per MIGHTY*PURE®and SANITRON®
• Solenoid Valve second models
i it. Operates with the
GUARDIANT"or SENTRYTM
and prevents flow during Better The SENTRYT" Safety Sensor provides constant monitoring of the water
detected malfunctions purifier's ballast and germicidal lamp operation to give an indication of ballast
• and germicidal lamp status.The SENTRYTM Safety Sensor is capable of
PromateT" = operating an optional audio alarm and/or solenoid valve.
rf I;
Time Delay Mechanism • Easy installation • Warns of lamp failure
Operates with GUARDIANT^ • Plug SENTRYTM into an electrical • Available for 120v 50/60Hz or 220v
or SENTRYT" and PromateTM outlet,then plug water purifier into 50/60Hz (water purifiers operating
solenoid valve to provide a SENTRYT" with electronic ballasts)
2-minute warm-up period
for lamp to achieve full • Operates optional Solenoid Valve • Available for use with most
germicidal output and/or Audio Alarm Bio-Logic®, MINIPURE®,
• Easily adaptable for use with other MIGHTY*PURE®and SANITRON®
iB water purifier brands models
SureFLOT""
Flow Control Valve
• Limits water flow to Best The GUARDIANTM Ultraviolet Monitor visually indicates the level of germicidal
rated capacities ultraviolet energy that penetrates the quartz sleeve and the water within the
• Available in PVC and disinfection chamber.The GUARDIANTM Ultraviolet Monitor is capable of operating
stainless steel 0 an optional Audio Alarm and Solenoid Valve. In addition,the GUARDIANTM
Ultraviolet Monitor will detect loss of ultraviolet due to lamp outage,component
PromateTM or power failure. Use of the Ultraviolet Monitor is recommended by the US Public
Wall Mounting Kit . Health Service"Criteria for the Acceptability
• Stainless steel material "- of an Ultraviolet Disinfection Unit."
provides professional finish
• Pre-drilled and ready for The GUARDIANTM Ultraviolet Monitor will detect reduction of
quick and easy mounting ultraviolet levels due to:
of water purifier - • Fouling or deposits on quartz sleeve. • Depreciation of lamp output due to
• Optimizes free air • Poor ultraviolet transmission through usage or other cause.Lamp output
circulation to cool the water. (Color,turbidity,organic gradually depreciates with use.
ballast housing or other impurities in the water •p Lamp replacement is recommended
:, can reduce or interfere with the once each year.
1,1 QUANTUM TM transmission of ultraviolet rays.) • Available for use with
lt' Thermal Optimizer all MIGHTYPURE®and
Used to help regulate the SANITRON®models.
water temperature inside
the purifier's chamber
Options may be obtained when purchase of SANITRON®unit is made or added at a later date.
For further details visit Ultraviolet.com and BuyUltraviolet.com.
ultraviolet.com • buyultraviolet.com
5

ULTRAVIOLET DOSAGE
Germicidal lamps provide effective protection against microorganisms.A small cross-section is shown below.
ORGANISM ALTERNATE NAME TYPE DISEASE DOSE*
Bacillus subtilis spores B. subtilis Bacteria 22,000
Bacteriophage Phage Virus 6,600
Coxsackie virus Virus Intestinal infection 6,300
Shige/la spores Bacteria Bacterial Dysentery 4,200
Escherichia coli E. coli Bacteria Food poisoning 6,600
Fecal coliform Bacteria Intestinal infection 6,600
Hepatitis A virus Infectious Hepatitis virus Virus Hepatitis of the liver 8,000
Influenza virus Flu virus Virus Influenza 6,600
Legionella pneumophila Bacteria Legionnaires'Disease 12,300
Salmonella typhi Bacteria Typhoid Fever 7,000
Staphylococcus aureus Staph Bacteria Food poisoning,Toxic Shock Syndrome, etc. 6,600
Streptococcus spores Strep Bacteria Strep throat 3,800
When used as directed to disinfect clear water,SANITRON®Water Purifiers provide an ultraviolet dosage in excess of 30,000 microwatt seconds
per square centimeter(pWSec/cm2).
' Nominal Ultraviolet dosage(uWSec/cm2)necessary to inactivate better than 99%of specific microorganism.Consult factory for more complete listing.
OPERATING CHARACTERISTICS .. .,. .....,-
1
Relative Spectral Energy Germicidal Effectiveness
Distribution (Typical) As Related to Wavelength
too no
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U
80 W 80
w
60E 0 60
1n c w E
Trw in u_ v
z 40 N in
w 40 fV
w
E >
20 EE E 'o c J 20
— N N R ,D m w
en 'aof I ' CC
0 ■ ■ I 01
200 300 400 500 600 200 225 250 275 300
WAVELENGTH (NANOMETERS) WAVELENGTH(NANOMETERS)
Approximately 95%of the ultraviolet energy emitted from STER-L-RAY®germicidal
lamps is at the mercury resonance line of 254 nanometers,the region of germicidal 0
effectiveness most destructive to bacteria,mold,and virus. IL SINCE 1963
ATLANTIC 0 ULTRAVIOLFT
6 CORPORATION'

GENUINE STER-L-RAY® GERMICIDAL LAMPS
STER-L-RAY®Germicidal Lamps are shortwave, low pressure mercury vapor discharge
tubes that produce ultraviolet wavelengths lethal to microorganisms.
Instant Start Germicidal Lamps
STER-L-RAY5 Germicidal Lamps are well suited to applications requiring high ultraviolet
intensity such as water purification.
STER-L-RAY® Instant Start Germicidal Lamps are instant starting and utilize a coil
filament on each end which operates hot. Lamp life is governed by the life of the
electrodes and is affected by the frequency of starting.
Preheat Germicidal Lamps
STER-L-RAY5 Preheat Germicidal Lamps are operated by a preheat-start circuit that
employs a compact and economical ballast.The preheat circuit requires four electrical
connections per lamp and a slight to moderate delay is needed to start the lamp.
STER-L-RAY GX Germicidal Lamps yield up to 2/3 more ultraviolet output than
standard lamps of the same length. GX Germicidal Lamps
STER-L-RAY®and the STER-L-RAY®logo are trademarks of Atlantic Ultraviolet Corporation®.
CAUTION:Exposure to direct or reflected germicidal ultraviolet rays will cause painful eye irritation
and reddening of the skin.Persons subject to such exposure must wear suitable face shield,gloves
and protective clothing. d"•,
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GERMICIDAL LAMP DATA
Lamp Purifier Nominal Power Ultraviolet Rated
Number Model No. Lamp Length Consumption Q Output © Effective Life
05-1098-R S17A 11%"(302mm) 14 Watts 4.0 Watts 10,000 Hrs
05-1097-R S23A 173/4"(451mm) 21 Watts 7.3 Watts 10,000 Hrs
05-1343-R S37C 33%"(860mm) 41 Watts 15.0 Watts 10,000 Hrs
05-1334-R S50C 457/8"(1165mm) 55 Watts 21.0 Watts 10,000 Hrs
05-1311-R® S2400C&Larger 46'/4"(1175mm) 110 Watts 48.0 Watts 10,000 Hrs
0 Wattage is lamp watts only and does not include ballast loss(approximate).
0 Maximum rated output at 254 nanometers.
Patented by Atlantic Ultraviolet Corporation®.
The lamps listed above have been especially developed and are recommended for use with SANITRON®Water Purifiers.
All c TER-L-RAV® lamps used in SANITRON®units are low pressure type which afford the maximum efficiency in producing the required germicidal rays.
In addition,has advantage of high efficiency and low power requirements.
•
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STANDARD MODELS WATER QUALITY
RECOMMENDATIONS
Maximum Concentration
Levels Before Ultraviolet
Turbidity 5 NTU
Suspended Solids 10 mg/L
Color None
cA�,� __ .
AU� Iron 0.3 mg/L
____., -
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r� ,
Manganese 0.05 mg/L
�;`- pH 6.5-9.5
I
Hardness 6 gpg
Effectively treating water with higher
Model S37C concentration levels than listed above can
.elf' 12 GPM be accomplished, but may require added
measures to improve water quality to
treatable levels.
Gallons Gallons Inlet and Power Unit Dimensions (Inches) Shipping Data (lbs.)
Model Per Per Outlet Replacement Consumption
Lamps
Minute Hour O 0 Length Width Height Gross Wt. Net Wt.
3/4"(19mm) 17-3/8 4-5/16 8-3/16
S17A 3 180 NPT 05-1098-R 18 Watts (441mm) 110mm (208mm) 11 8
S23A 6 360 3/4"(19mm) 05-1097-R 25 Watts 23-3/8 4-5/16 8-3/16 13 12
NPT (594mm) (110mm) (208mm)
0 *S37C 12 720 1"(25mm) 05-1343-R 48 Watts 37-3/8 5 11/16 9 1/2 25 25
NPT (949mm) (144mm) (241mm)
® S50C 20 1,200 1-1/2"(38mm) 05-1334-R 65 Watts 50 3/8 5 11/16 9 1!2 34 29
NPT (1280mm) (144mm) (241mm)
0 *S2400C 40 2,400 2"(51mm) 05-1311-R 140 Watts 52-1/8 6 5/8 11-1/8 40 36
NPT (1324mm) (168mm) (283mm)
Note:When used as directed to disinfect clear water,SANITRON® • Maximum recommended operating pressure for all purifiers is 100 PSI.
Water Purifiers provide an ultraviolet dosage in excess of 30,000 • Pressure drop at maximum recommended flow rate is less than 5 PSI.
microwatt seconds per square centimeter(pWSec/cm2). • Flow rates are based on Maximum Concentration Levels.
• 120 Volt and 220 Volt units are standard.
All inlets and outlets are male pipe threads. • 12 and 24 Volt units are also available for S17A,S23A and S37C
Totalpower consumption includingballast loss. •P
SANITRONe is available for operation on public power supplied
throughout the world.
®Certified to NSF®/ANSI 61 &372 • Consult factory with specific power requirements.
*C E compliant version available
• Model S2400C is available with alternate inlet/outlet fittings.
n0
,L SINCE 1963
ATLANTIC U ULTRAVIOLET
8 CORPORATION°

COMPARISON OF ATLANTIC ULTRAVIOLET WATER PURIFIERS
FEATURES Bio-Logic® MINIPURE® Ultimate® MIGHTY*PURE® SANITRON® MEGATRON®
[S] Standard [0] Optional Pure WaterPackT"" 1 to 9 GPM 4 to 9 GPM 3 to 20 GPM 3 to 416 GPM 90 to 450 GPM
[X]-Yes 1.5 GPM
_ 1 I
Chamber Material(Stainless Steel Type) 316 304 304 316 316 316
STER-L-RAY.Germicidal
Ultraviolet Lamp with 10,000 Hours S S S S S S
Rated Effective Life
Quick Lamp Change S S - S S S
with the EASY OFFTM End Cap
CRYSTAL CLEARTM Quartz Sleeve S S S S S S
Lamp Out Indicator Light(s) S S - - - S
Sight Port to View Lamp Operation - - S S S S
Drain Fitting - - - S S S
Dual Action Wiper Mechanism - - - - Manual Manual
or Automatic
Suggested Mount Installation Horizontal Horizontal Vertical Horizontal Horizontal Horizontal
Removable or Rotatable Heads S - - - S L S
Alternate Inlet/Outlet Fittings - - - - 0 0
Sediment and Carbon Filter S - - - - -
PromateT""Mounting Kit/Bracket S S S 0 0 0 -
GUARDIANTM Ultraviolet Monitor - - - 0 0 S
SENTRYTM'Safety Sensor 0 0 — 0 0 -
PromateT""Audio Alarm S S S 0 0 —
PromateTM Solenoid Valve — 0 — 0 0 —
SureFLOT""Flow Control Valve - 0 S 0 0 -
PromateT""Elapsed Time Indicator 0 0 - 0 0 S
PromateTA°Time Delay Mechanism - 0 - 0 0 -
Residential Use X X X X X —
Commercial Use — — — X X X
Industrial Use — — — — X X
C E Certified Models 0 — — X X —
°Certified Models - - - X OO X® -
1Q SANITRON•Model S10,000C through S25,000C come equipped with mounting rack.
©MIGHTY*PURE•MP36C and SANITRON•S37C,S2400C,S5000C,S10,000C,S15,000C,S20,000C,and S25,000C are available as CE Certified.
®MIGHTY*PURE•MP36C and MP49C are available with NSF®/ANSI 55 for Disinfection Performance,Class B.
®SANITRON®Models S37C,S50C,and S2400C are certified to NSF•/ANSI 61 F.372.Model 52400C is used in modular form to build larger models.
• When used as directed to disinfect clear water,Atlantic Ultraviolet Corporation•water purifiers provide an ultraviolet dosage in excess
of 30,000 micro-watt seconds per square centimeter(NWSecicm2).
• This list depicts options for 120v 50/60Hz operation.Consult factory for options with other power requirements.
ultraviolet.com • buyultraviolet.com

The Standard of Excellence In Ultraviolet
)111 "*".
olevw )11):
Manufacturers/Engineers/Sales I Service - Germicidal Ultraviolet- Equipment& Lamps
n� L;i1
ultraviolet com
JL SINCE 1963
ATLANTIC UJI ULTRAVIOLFT [1-1/
buy
CORPORATION` ultraviolet.COm
375 Marcus Boulevard • Hauppauge, NY 11788 • 631.273.0500 • Fax:[phone]
E-mail:[e-mail] • Ultraviolet.com • BuyUltraviolet.com
The information and recommendations contained in this publication are based upon data collected by the Atlantic Ultraviolet Corporation'
and are believed to be correct.However,no guarantee or warranty of any kind,expressed or implied,is made with respect to the information
contained herein.Specifications and information are subject to change without notice.
MADE INTHE
Document No.98-1169•January 2018 SA ©2018 by Atlantic Ultraviolet Corporation'

USER ASSISTANCE
Atlantic Ultraviolet Corporation® Please read and become familiar with the Atlantic Ultraviolet Corporation®
makes every effort to ensure that the contents of this manual before installing 375 Marcus Boulevard
SANITRON®Ultraviolet Water Purifiers or using this purifier.If after reading Hauppauge,New York, 11788
are products of superior quality and the manual you still have questions,or Tel:[phone]
workmanship.This manual describes the concerns,regarding the installation or Fax:[phone]
installation,operation and maintenance use of this purifier,contact our offices,
of the SANITRON®Ultraviolet weekdays between 8:30 am and 5:00 pm E-mail: [e-mail]
Water Purifiers. Eastern Time,at: Website:Ultraviolet.com
Buy Ultraviolet.com
PATENT NOTICE
No attempt has been made to determine the patent status of applications illustrated or described in this publication.Inclusion in this
publication of any design or method of use,which may be patented,is not to be construed as promoting or sanctioning unauthorized use.
NSF/ANSI
NSF/ANSI 61 is a set of national standards that relates to water treatment and establishes stringent requirements for the control of
equipment that comes in contact with either potable water or products that support the production of potable water.NSF/ANSI 372 was
set in 2011 to establish procedures to meet the 0.25%lead content requirement of the RLDWA(Reduction of Lead in Drinking Water
Act)using a wetted surface area average calculation or just simply using all no-lead materials for areas in contact with drinking water.
NSF/ANSI 372 includes a broader scope of drinking water products covered by the law which may not be covered under NSF/ANSI 61
and enables large or complex products and assemblies to achieve certification.
WARRANTY & PRODUCT REGISTRATION
We warrant this product to the original owner to be free from defects in material and workmanship when installed in
accordance with Atlantic Ultraviolet Corporation®specifications for a period of time as follows:
UV Water Purifier Chambers—Type 316 stainless steel chambers will have a Twelve(12)year Limited Warranty on the stainless
steel chamber,from the date of original purchase while the Type 304 stainless steel chambers will have a Six(6)year Limited
Warranty on the stainless steel chamber.
UV Air Disinfection Housing—Three(3)year Limited Warranty on the metal housing,from the date of original purchase.
Ballast—Three(3)year Limited Warranty,from the date of original purchase.
UV lamps and Other parts—One(1)year Limited Warranty from the date of original purchase.
Within the warranty period we shall repair or replace such products,which are returned to us with shipping charges prepaid and which
are determined by us to be defective.This warranty will not apply to any product,which has been subjected to misuse,negligence or
accident;or misapplied;or modified;or repaired by unauthorized person;or improperly installed.Warranty will be null and void if
any of the product's original labels are removed.This Limited warranty excludes the cost of labor.
The Buyer shall inspect the product promptly after receipt and shall notify us at our main office in writing of claims,including claims
of breach of warranty,within thirty(30)days after the Buyer discovers or should have discovered the facts upon which the claim is
based.Failure of the Buyer to give written notice of a claim within the time period shall be deemed to be a waiver of such claim.
The provisions of the above warranty are our sole obligation and exclude all other remedies or warranties,expressed or implied,
including warranties of merchantability and fitness for a particular purpose,whether or not purposes or specifications are described
herein.We further disclaim any responsibility whatsoever to the customer,or to any person for injury to person,damage to,or loss
of property or value caused by any product which has been subjected to misuse,negligence,accident;or modified or repaired by
unauthorized persons;or improperly installed.
Under no circumstances shall the Company be liable for any incidental,consequential or special damages;losses or expenses arising
from the contract for this product,or in connection with the use of,or inability to use,our product for any purpose whatsoever.
Be sure to register your product and validate purchase within 30 days—registration is simple and will take less than 2 minutes to do.
NOTE—failure to register your purchase may jeopardize warranty.
Go to Ultraviolet.com and scroll down to the bottom of the page,under"Trust"click the"Warranty Registration Form",complete and
click"Submit".Or click on"Warranty Registration PDF"to download the warranty registration card as a PDF,complete and mail to
us at 375 Marcus Boulevard,Hauppauge,NY 11788,or simply fax to 631-273-0771.If you prefer to register by phone,please call
631-273-0500 and our customer service staff will be glad to assist you.
For your convenience,record the following information below.The model and serial number can be found on a label located
on the SANITRON®Ultraviolet Water Purifier.Keep this manual,along with proof of purchase,handy when contacting our offices.
Purchased From: Date:
Model: Serial No.: 24

1
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ULTRAVIOLET WATER PURIFIERS /
Models SI7A, S23A, S37C & S50C
Read and Follow All Safety Instructions. Save These Instructions.
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Installation, Operation & Maintenance
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RTLRNTIC JJ ULTRAVIOLET C E .
CORPORATION' :.
Manufacturers/Engineers/Sales,Service Model S37C is
Germicidal Ultraviolet-Equipment&Lamps available with CE r
Certification
•
375 Marcus Boulevard•Hauppauge,NY 11788
631.273.0500•Fax:[phone]
Email:[e-mail]
Ultraviolet.com•BuyUltraviolet.com
Extensive Product Information Available at: ,' r., ,
Certified to i
ultraviolet.com ru® NSF/ANSI 61&372
buyultraviolet.com USA Models S37C and S50C
Document No 98-1377F2•December 2017•©2017 Atlantic Ultraviolet Corporation°

TABLE OF CONTENTS
SAFETY WARNINGS 3
SAFETY INSTRUCTIONS 3
SAFETY LABELING 3
CAUTION 3
PRODUCT APPLICATION 4
CONSTRUCTION 4
PRINCIPLE OF OPERATION 4
LIMITATION OF USE 4
WATER QUALITY 4
INSTALLATION 5
LOCATION 5
DIMENSIONAL DATA 5
RECOMMENDED INSTALLATION 6
INITIAL INSTALLATION OF QUARTZ SLEEVE MODEL SSOC 7-8
RECOMMENDED OPTIONS 9
OPTIONAL ACCESSORIES 10
MAINTENANCE 10
INSPECTION 10
DISPOSAL OF MERCURY ADDED LAMP 11
LAMP INSTALLATION OR REPLACEMENT 11
QUARTZ SLEEVE CLEANING USING WIPER MECHANISM 12
QUARTZ SLEEVE INSTALLATION OR REPLACEMENT 13
REPLACEMENT OF BROKEN QUARTZ SLEEVE 14
CLEANING OF OPTIONAL GUARDIAN TM ULTRAVIOLET MONITOR SENSOR PROBE 15
TROUBLESHOOTING 16
TECHNICAL SPECIFICATIONS 17
REPLACEMENT PARTS 18-21
SANITRON®MODELS SI7A&S23A 18-19
SANITRON®MODELS S37C&S50C 20-21
MAINTENANCE NOTES 22-23
USER ASSISTANCE 24
PATENT NOTICE 24
WARRANTY& PRODUCT REGISTRATION 24
These instructions generally describe the installation,operation and maintenance of the SANITRON®line of water purifiers,
Models SI7A,S23A,S37C and S50C.Questions that are not specifically answerable by these instructions should be directed to
the Factory.Atlantic Ultraviolet Corporation®takes all possible precautions when packaging equipment to prevent damage.Care-
fully inspect and report all damages.Do not install damaged equipment.Follow all instructions on any labels or tags.Carefully
inspect all packing materials before discarding to prevent the loss of accessories,mounting hardware,spare parts or instructions.
NSF/ANSI 61 is a set of national standards that relates to water treatment and establishes stringent requirements for the control of equipment
that comes in contact with either potable water or products that support the production of potable water.NSF/ANSI 372 was set in 2011 to
establish procedures to meet the 0.25%lead content requirement of the RLDWA(Reduction of Lead in Drinking Water Act)using a wetted
surface area average calculation or just simply using all no-lead materials for areas in contact with
drinking water.NSF/ANSI 372 includes a broader scope of drinking water products covered by the
law which may not be covered under NSF/ANSI 61 and enables large or complex products and
assemblies to achieve certification. SINCE 1963
The information and recommendations contained in this publication are based upon data collected
by the Atlantic Ultraviolet Corporations and are believed to be correct.However,no guarantee RT L R N T I C U ULTRAVIOLET
or warranty of any kind,expressed or implied,is made with respect to the information contained
herein.Specifications and information are subject to change without notice. CORPORATION®
2

SAFETY WARNINGS
• All personnel should be alerted to the potential hazards indicated by the product safety labeling on this purifier.
• The following conventions are used to indicate and classify precautions in this manual and on product safety labeling.Failure to
observe precautions could result in injury to people or damage to property.
AThis is the safety alert symbol.It is used to alert you to potential personal injury hazards.
Obey all safety messages that follow this symbol to avoid possible injury or death.
Danger indicates an IMMINENTLY Warning indicates a POTENTIALLY
A DANGER hazardous situation,which,if not AWARNING hazardous situation,which,if not avoided,
avoided,WILL result in death or COULD result in death or serious injury.
serious injury.
Caution indicates a POTENTIALLY Caution used without the safety alert
A C AU T I 0 N hazardous situation,which,if not CAUTION symbol indicates a potentially hazardous
avoided,MAY result in minor or situation,which,if not avoided,may result
moderate injury. in property damage.
This symbol/pictorial is used to identify This symbol/pictorial is used to identify an
f A
an ELECTRICAL SHOCK or
ELECTROCUTION hazard. ULTRAVIOLET LIGHT hazard.
\ This symbol/pictorial is used to identify the need i�:1 This symbol/pictorial is used to identify the need to wear
to wear approved ultraviolet blockingeyewear.L, PP Y \ l�y approved ultraviolet blocking face shield.
0'j This symbol/pictorial is used to identify the need ET This symbol/pictorial is used to identify components
to wear protective gloves. TO, which must not be disposed of in trash
SAFETY INSTRUCTIONS
AWARNING To guard against injury,basic safely precautions should be observed,including the following:
1. Read and follow ALL safety instructions.
2. Do not use this water purifier for other than its intended purpose as described in this manual.
3. Do not alter design or construction.
4. Do not remove any labels or devices.
5. © A DANGER To prevent the risk of severe or fatal electrical shock,special precautions must be taken since
water is present near electrical equipment.Always disconnect power before performing any service or maintenance.
�.
6. AWARNING Avoid exposure to direct or reflected germicidal ultraviolet rays.Germicidal ultraviolet rays are
harmful to the eyes and skin.w
7. Intended for indoor use only.The water purifier should be protected from the elements and from temperatures below freezing.
8. Do not operate water purifier if lamp cable,lamp connection,power cord and/or plug are damaged,or if any other damage to
the water purifier is visible or suspected
9. Electrical power supplied,to the water purifier,MUST match power requirements listed on the water purifier.
10. A\ AWARNING Plug the water purifier only into an approved ground fault circuit interrupt(GFCI)receptacle.
11. p AWARNING Do not operate without proper electrical ground.
12. Do not exceed water purifier's maximum rated flow capacity.
13. Do not exceed maximum operating pressure of 100 PSI.
14. Read and follow all notices and warnings on the water purifier.
15. SAVE THESE INSTRUCTIONS.
SAFETY LABELS - CAUTION
- It is the user's responsibility to determine and validate the suitability of 1
A DANGER SPNV this equipment for use in the user's system or process.
HAZARDOUS
VOLTAGE No warranty or representation is made by the manufacturer with respect to
VOLTAG
suitability or performance of this equipment or to the results that may be
` expected from its use.
ULTRAVIOLET ® "
RAownoN - The user should periodically inspect,clean as necessary and confirm
Prot. ern and am nom
°nd and
^ ' - the presence and good legibility of the product safety labels.Contact
' the factory for replacement labels in the event that anyof the labels are
Danger Label:Hazardous Voltage Location of Danger Label
Bmissing or illegible.
and Ultraviolet Radiation(00-0196A 1) (00-0196A 1)
3

PRODUCT APPLICATION
CONSTRUCTION
• The water purifier is designed to mount horizontally.
• The water purifier's removable chamber head design facilitates ease of maintenance.A drain port on the chamber aids in
draining of the purifier.
• The water purifier's chamber and chamber head are passivated and electropolished type 316 Stainless Steel.
• The ballast housing is a combination of Stainless Steel Type 304 and Aluminum Alloy.
• Coated chambers are available for uses with special applications,consult Factory.Coated chambers are not recommended for
use in drinking water applications or in applications where the treated product is consumed.
• The dual action wiper mechanism allows for quick and easy quartz sleeve cleaning,without interrupting service.
• EASY-OFF' End Caps enable quick and easy lamp change,without disconnecting from the water supply or draining the
purifier.No tools are required.Always disconnect electrical power when changing lamp,
PRINCIPLE OF OPERATION
The SANITRON®design has been carefully conceived to provide adequate germicidal dosage throughout the disinfection
chamber.The dosage,as it applies to ultraviolet disinfection,is a function of time and the intensity of ultraviolet radiation to
which the water is exposed.The exposure time,in seconds,is the total time it takes the water to flow through the disinfection
chamber exposing it to the germicidal lamp.Exposure time is related to the flow rate;the higher the flow rate,the lower the
exposure time or the lower the flow rate,the higher the exposure time.The ultraviolet intensity is the amount of energy,per unit
time,emitted by the germicidal lamp.The dosage is the product of ultraviolet intensity and the exposure time.The operation of
the SANITRON®is as follows:
• Water enters the purifier and flows into the annular space between the quartz sleeve and the chamber wall.
• Suspended microorganisms are exposed to the ultraviolet rays emitted by the germicidal lamp.
• The translucent sight port,or optional ultraviolet monitor,provides visual indication of germicidal lamp operation.
• The dual action wiper mechanism facilitates periodic cleaning of the quartz sleeve without disassembly or interruption of
purifier operation.
• Water leaving the purifier is instantly ready for use,no further contact time is required.
LIMITATION OF USE
The water purifier is intended for the use with visually clear water,not colored,cloudy or turbid. See"Water Quality"section
below.The water purifier is NOT intended for the treatment of water that has an obvious contamination or intentional source,
such as raw sewage;nor is the purifier intended to convert wastewater to microbiologically safe drinking water.
WATER QUALITY
Water quality plays a major role in the transmission of germicidal ultraviolet rays. It is recommended that the water does not
exceed the following maximum concentration levels:
Table 1 -Maximum Concentration Levels
Turbidity < 1 NTU
Manganese 0.05 mg/1
Total Suspended Solids 10 mg/1
pH: 6.5 -9.5
Color: None
Hardness 6 GPG or 102.6 PPM
Iron 0.3 mg/1
Tannins: <0.1 ppm(0.1 mg/I)
UV Transmission >85%per cm*
*Contact Factory for recommendations on applications where UV transmission is<85%
Effectively treating water with higher concentration levels than listed above can be accomplished,but may require added
measures to improve water quality to treatable levels. If,for any reason,it is believed the ultraviolet transmission is not
satisfactory,contact the factory.
4

INSTALLATION
LOCATION
1. The water purifier is intended for indoor use only.The water purifier is designed to mount horizontally.The water purifier
should be protected from the elements and from temperatures below freezing.The ambient temperature,in the area
surrounding the water purifier,should be between 35°F and 100°F.
2. Electrical power supplied to the water purifier MUST match power requirements listed on the water purifier. Use of a voltage
surge protector is recommended.
3. 0 CAUTION Plug water purifier only into an approved ground fault circuit interrupt(GFCI)receptacle.
4. The water purifier should be located in a dry,well-lit area,which provides enough room to perform routine maintenance.This
includes a minimum distance of one chamber length from the wiper end,to allow for cleaning and/or the changing of the
lamp and quartz sleeve as well as a minimum of 6"on the opposite end of the water purifier.Minimum clearance to floor 18".
5. The water purifier should always be located closest to the point of use.This reduces the chance of the purified water being
re-contaminated by bacteria in the water distribution system after the water purifier.
6. CAUTION As with any water handling device,the water purifier should be located in an area where any possible
condensation or leakage from the water purifier,any purifier accessory and/or plumbing will not result in damage to the area
surrounding the water purifier. For added protection,it is recommended that a suitable drain pan be installed under
the purifier.The drain pan must be plumbed to an adequate,free flowing drain to prevent water damage in event of
a leak.There are numerous leak detection/flood stop devices,available on the market today,designed to stop flow
of water,reducing the chance of water damage due to leakage.For more details regarding leak prevention and/or
limiting damages due to leaks please contact factory.
7. The water purifier should be located after all other water devices,such as De-ionizers,Water Softeners,Carbon Filters,
Pre-Filters,Reverse Osmosis,Pressure Tanks,and Pumps.This eliminates the possibility of the purified water being re-
contaminated by bacteria in any of these purifiers.
DIMENSIONAL DATA
Figure l -SANITRON®Dimensional Drawing
A -
RECOMMENDED M NIMUM DISTANCE
VWA 01/NlT
CLEARANCE FOR LAMP OR
QUARTZ SLEEVE REMOVAL B SIGHT PORT
(ALSO ACCEPTS SENSOR PROBE---\
FOR ULTRAVIOLET MONITOR)
1T
- - 2"
til I I
I
r/4' ay
�.p�yITpiI
H
ovERA 3 -- \XII
HOVERALLWIPER STRO J TRO r'�
KE
LENGTH i L
& ® 7121113AM"....'
Q
_ a e (
1 r
ORAN PLUG
.SA' F�1 (4) I/A'DIA.MOUNTING HOLES
C WIPER LOCK - C
O
E
OVERALL LENGTH LESS LAMP LEAD WIRE
Table 2-SANITRON®Dimensional Data
Model A B C D E F G H J Inlet/Outlet
S17A 8-3/4" 17" 8-3/4" 10" 17-3/8" 3-5/8" 4-5/16" 8-3/16" 7-3/16" 3/4"m NPT
S23A 14-3/4" 23" 13-1/4" 14-1/2" 23-3/8" 3-5/8" 4-5/16" 8-3/16" 10-3/16" 3/4"m NPT
S37C 28-1/2" 3T' 16" 18" 37-3/8" 4-15/16" 5-11/16" 9-1/2" 11-1/8" 1"m NPT
S50C 40-7/8" 50" 26" 30" 50-3/8" 4-15/16" 5-11/16" 9-1/2" 13-13/16" 1-1/2"m NPT
All specifications,dimensional data,etc are approximate and subject to change without notice.
5

INSTALLATION
® �h COIN ORDER TO PERFORM THIS TASK,BE SURE TO WEAR THE FOLLOWING SAFETY
EQUIPMENT:SAFETY GOGGLES OR A FACE SHIELD,AS WELL AS GLOVES.
I. Remove water purifier from shipping carton. Inspect water purifier,power cord and plug for damage.Do not operate if there
is any damage to the purifier,power cord or plug.Models SI7A and S23A are shipped with the lamp already installed,while
the lamp in the S37C and the S50C is packed separately.Keep the lamp aside for installation once the purifier has been
properly installed.
2. Purifiers occasionally experience damage in shipment due to the fragility of the quartz sleeve. It is,therefore,recommended
to inspect the water purifier for damage to the quartz sleeve after it has been removed from the shipping carton.Each end of
the purifier as well as the inlet and outlet should be viewed to see if the quartz sleeve has experienced damage. If the quartz
sleeve shows signs of damage it should be replaced before the purifier is pressurized. See"Quartz Sleeve Installation or
Replacement"in the"Maintenance"section for the proper method of replacing the quartz sleeve in your water purifier.
Figure 2-Recommended Installation
Note: Solenoid plugs into the top of the Time Delay, Use of Metal Pipe is recommended for connecting to
and the Time Delay into the Ultraviolet Monitor V both the purifier inlet and outlet 12"past the first elbow.
OPTIONAL EQUIPMENT: (avoids ultraviolet degradation of exposed plastic pipe)
111 4—Two Minute Time Delay
Cold Water Line Solenoid Valve 1_ POINT
COMMONFlow Control Valve Elbow OF USE
PRE-IREAMIENT or
Incoming f�MM SDEVI = I� (POU)
Water » l.titirraeaear _ NM* f I E—Elbow Ultraviolet
Supply i Wen Palm plI Ci Outlet Line to Water Purifiers
4.preaereleek point of use should be installed
i.Poop OPTIONAL EQUIPMENT: to be as short closest to the
Lamm Ouse* 4— 5 Micron Filter •Ultraviolet Monitor as possible point citrus..
7.Praia
Audio Alarm
etisateMlaira a Valve—► F Valve
afaiNMarM/aMrr
leaeprtdese.Rote
�Law�• i
Union Union
Note:Drain Pan Manual Wiper—► r 1-
•
Recommended. SANPOta 7 4—
Water Purifier 6"Minimum
should be installed 14—X—► � _
Clearance for
at minimum of 18" 0 — R Gland Access
above floor. Recommended Minimum Clearance
For Lamp or Quartz Sleeve Removal r
Model DIM."X" 4—Wall Mounting Kit—i► Ultraviolet Water Purifier
S17A 17" OPTIONAL EQUIPMENT
S23A 23"
S37C 37"
S50C 50"
3. The water purifier should be mounted horizontally on a flat dry surface.Secure the water purifier using the mounting holes
in the ballast housing or with the optional wall mounting kit.The purifier should not be solely supported by its plumbing
connections.
4. The water purifier must be connected to the cold water line only. Inlet water temperature should not exceed 100°F.
5. Installation requires that a 5-micron sediment filter or finer be installed,in line,prior to the water purifier.The sediment filter
will stop or trap large particulates from entering the water purifier. Particulates may cause deposits on the quartz sleeve,as
well as interfere with the purifier's ability to disinfect the water.The sediment filter may also help to reduce the amount of
routine cleanings of the quartz sleeve.
6. Shut off valves should be installed on both the inlet and outlet sides of the water purifier.The use of bypass valves is not
recommended.The shut off valves allow the purifier to be isolated from the water supply,which is required when removing
the quartz sleeve.
7. Unions should be installed on both the inlet and outlet of the water purifier;this will allow easy removal of the water purifier
from the plumbing,if required.Apply Teflon®tape to threads of inlet and outlet ports to ensure a tight seal.
8. When all plumbing connections are complete,allow water to enter the water purifier at a low flow rate,until the purifier is
full.NOTE:Close the purifier outlet valve to pressurize the chamber.With the purifier pressurized, it should be checked
for leaks.Once it is determined that there are no leaks,the inlet valve can be fully opened. (Continued on Page 7)
6

9. For Models with lamps packed separately,install lamp following the steps in"Lamp Installation or Replacement"section.
ACAUTION Lamp and quartz sleeve are easily damaged.Exercise care when handling.
10. 0 AWARNING Plug water purifier into approved ground fault circuit interrupt(GFCI)receptacle.Confirm lamp
operation indication at sight port.
11. Once the plumbing hook ups are made,it is a good practice to disinfect the"downstream"plumbing between the purifier
and point of use.This is done by introducing chlorine or other disinfectant solution into the purifier chamber,a 100-ppm of
chlorine is suggested. With the disinfectant in the purifier chamber,turn the ultraviolet purifier on.Open the"downstream"
outlet until a chlorine or disinfectant solution odor is noticed.Close the outlet and allow the disinfectant to remain in the
plumbing for three(3)hours.Flush the plumbing with ultraviolet purified water;allow the water to run for a minimum of 5
minutes prior to use(to ensure no chlorine or disinfectant smell can be detected).This will allow the chlorine or disinfectant
solution to be flushed from the pipes.
INITIAL INSTALLATION OF QUARTZ SLEEVE MODEL S5OC
(SHIPPED WITHOUT QUARTZ SLEEVE INSTALLED)
® it ® IN ORDER TO PERFORM THIS TASK,BE SURE TO WEAR THE FOLLOWING SAFETY
EQUIPMENT: SAFETY GOGGLES OR A FACE SHIELD,AS WELL AS GLOVES.
AWARNING Water Purifier should NOT be installed or plumbed prior to following the instructions on this page.
NOTE: Some SANITRON®Model S50C models are packed without a quartz sleeve installed in the water purifier chamber and
instead have a PVC pipe installed temporarily(for shipping purposes).Please follow these instructions if applicable.
1. Pull off EASY-OFFTM End Caps from static gland nut on each end of the water purifier chamber.
2. Unscrew static gland nuts from each end of the chamber and remove Teflon®washer and 0-Ring from both ends of PVC
pipe.Set aside.
3. Remove chamber head clamp from chamber and set aside.Withdraw Chamber head,wiper rod,and large head 0-Ring in one
assembly,making sure these parts remain together per Figure 4.NOTE: Be sure to keep the large 0-Ring on the chamber
head when removing this from the chamber.
4. Remove PVC pipe and discard(REMINDER:be sure that the Teflon®washer and 0-Ring from both ends of PVC pipe are
removed before discarding the PVC pipe.)
5. ACAUTION Broken Quartz is SHARP. It is recommended that protective goggles and gloves are worn when
handling.Remove Quartz Sleeve from separate package inside the carton which had contained the water purifier.
6. Starting from the end furthest away from the chamber head,carefully push the quartz sleeve(Figure 4)through each Teflon®
wiper segment.Twisting the quartz sleeve will help perform this task.
7. Carefully align the end of the quartz sleeve with the gland fitting on the chamber head and pass the sleeve through the
chamber head making sure the head 0-Ring remains on the chamber head. ACAUTION Broken Quartz is SHARP. It
is recommended that protective goggles and gloves are worn when handling.
8. Carefully slide the now-assembled head/wiper/quartz sleeve assembly into the chamber.Support the far end of the quartz
sleeve when passing it through the static gland nut. NOTE: It is advisable to support the quartz sleeve on the opposite
end with your finger so that it does not drop to the bottom of the chamber as it slides into the chamber.
9. Push the chamber head/wiper assembly into the chamber until both flared ends(on the head and the chamber)mate
against the 0-Ring.
10. Place the clamp over the flared edges. IMPORTANT-Before tightening,be sure that wiper knob is at the 3 o'clock position
(Figure 3).Tighten the nut until approximately 7/8"— 1"of the bolt protrudes past the nut.
11. Center the quartz sleeve so equal lengths are protruding at each end past the gland fittings.
12. Reassemble the 0-Rings,Teflon®washers and gland nuts in the order shown in Figure 3.TAKE CARE NOT TO
DAMAGE THE QUARTZ SLEEVE WHEN INSTALLING THE GLAND NUTS.STRIKING THE SLEEVE WITH
THE GLAND NUT WILL BREAK THE END OF THE QUARTZ SLEEVE.
13. Tighten the static gland nuts firmly by hand.DO NOT USE HAND TOOLS.Using hand tools is likely to
cause quartz sleeve to break.
14. Proceed to the"Lamp Installation or Replacement"section of this manual to properly install the germicidal ultraviolet
lamp in the water purifier.
7

Figure 3-Initial Installation of Quartz Sleeve
CHAMBER
WIPER ROD
CHAMBER ASSEMBLY
HEAD CLAMP
0-RING \1/4 ‘01111
CHAMBER
HEAD
iwore
QUARTZ
SLEEVE
TEFLON
WASHER
GERMICIDAL \1/4 ,
LAMP
LAMP SOCKET N1/4 v
&LEAD WIRE WIPER KNOB
EASY OFF 0-RING
END CAP >11
STATIC
�1+ GLAND NUT
LAMP
SPACER
Figure 4-Initial Installation of Quartz Sleeve
TELFON WIPER SEGMENTS
/ .
00>
GLAND FITTING
mrzt,
QUARTZ SLEEVE
WIPER ROD
ASSEMBLY O�� .�
J
LARGE
RUBBER
0-RING
CHAMBER
HEAD
8

RECOMMENDED OPTIONS
1. GUARDIAN'' Ultraviolet Monitor*:Visually indicates the level of germicidal ultraviolet energy that penetrates the quartz
sleeve and the water within the water purifier.The ultraviolet monitor is capable of operating an optional PromateTM Audio
Alarm and/or Promate"Solenoid Valve.The ultraviolet monitor will detect reduction of ultraviolet levels due to:
• Fouling or deposits on the quartz sleeve.
• Poor ultraviolet transmission through the water;color,turbidity,and organic or other impurities in the water can reduce or
interfere with the transmission of ultraviolet rays.
• Lamp outage or component failure.(Monitor will not function in power outage.)
• Depreciation of the lamp output due to usage or other cause.Lamp output gradually depreciates with use.Lamp
replacement is recommended once each year.
2. SENTRY'Safety Sensor: Indicators provide constant visual monitoring of normal operation. In the event of ballast or lamp
failure the safety sensor indicates an alarm condition.The safety sensor is capable of operating an optional Promate"Audio
Alarm and/or Promate"Solenoid Valve.
3. STERALERT"Lamp Status Alarm:Produces a high pitched,pulsed tone when the water purifier is no longer
functioning when visible light fails.
4. SureFLO" Flow Control Valve*:Limits water flow to the rated capacity of the purifier.The flow control valve is located
in line prior to the water purifier,and should be protected from ultraviolet exposure by the use of a 90-degree elbow fitting
between the flow control valve and the water purifier.
5. PromateTM Audio Alarm*:Activated by the Ultraviolet Monitor or Safety Sensor,alerts the user to any malfunction detected.
6. Promate"Solenoid Valve*:Operated in conjunction with the Ultraviolet Monitor,Safety Sensor or Time Delay
Mechanism,this valve prevents water flow through the water purifier when an abnormal condition is detected or in
the event of power failure.
7. Promate"Elapsed Time Indicator:A non-resettable display of the water purifier operating hours.Useful for scheduling and
recording maintenance and lamp replacement.
8. Promate"Time Delay Mechanism*: Provides a 2-minute warm up period during which the ultraviolet lamp achieves its
full germicidal output before the water is allowed to flow through the water purifier.The time delay mechanism is used in
conjunction with,and is electrically connected to the Solenoid Valve.
9. Promate" Wall Mount Kit: Stainless steel wall brackets provide quick and easy installation and professional finish.
Pre-drilled and ready to install.Optimizes free air circulation to cool ballast housing.
10. QUANTUM'Thermal Optimizer:Thermal relief valve used to help regulate the water temperature inside the water
purifier's disinfection chamber.Since the ultraviolet output of a germicidal lamp is affected by temperature it is important to
keep the lamp's temperature within the peak output temperature range.
11. Promate'" Safety Goggles: Safety eyewear should be used as general-purpose safety protection and for additional shielding
from ultraviolet rays
12. Promate" Face Shield:Adjustable headgear and lightweight visor provides eye and face protection from germicidal
ultraviolet rays.
* Use of this option is recommended by U.S. Public Health Service"Criteria for Acceptability of an Ultraviolet Disinfection Unit."
Originally issued April, 1966.
NOTE:The recommended options above are available from Atlantic Ultraviolet Corporation®or a distributor of their
products.For the other devices that may be required for your application,please contact your local water treatment dealer,
plumber or plumbing supplier.
9

OPTIONAL ACCESSORIES
(able 3-Optional Accessories
Optional Accessories Available For: Most optional accessories are
GUARDIAN""Ultraviolet Monitor-Analog/Digital S17Athrough S50C available for operation at 120v 60Hz
SENTRY Safety Sensor S17A through S50C or 220v 50Hz.Please specify.
Consult Factory for 12v DC or other
STERALERT,,,Lamp Status Alarm S17A through S50C
special input power requirements.
Promotion'Audio Alarm S17A through S50C
Promotion'Elapsed Time Indicator Universal Input S17A through S50C
01 Unless otherwise specified PVC
Promote T""Wall Mounting Kit SI7A through S50C flow control valves are supplied.
Promotion'Time Delay Mechanism S17A through S50C All PVC and Stainless Steel flow
QUANTUMTM Thermal Optimizer: S17A through S50C control valves are male NPT.
S17A (3/4") Consult Factory for other flow
Promate""Solenoid Valve S23A (3/4") control valves
S37C (1")
S50C (1-1/2")
Sl7A (3/4")
S23A (3/4")
SureFLO''Flow Control Valve O
S37C (1")
S50C (1-1/2")
MAINTENANCE
The water purifier is designed to operate with a minimal amount of maintenance,providing the water quality does not exceed
maximum concentration levels,see"Water Quality"in the"Product Application"section.Ordinary maintenance consists of;
• Lamp replacement is recommended every 10,000 hours of operation,approximately 12 months of continuous service.
• Cleaning of the quartz sleeve,when conditions warrant.It is recommended that the inspection of quartz sleeve be performed after
one month of use.If quartz sleeve is found to be coated(not clear),then frequency of cleaning must be done more often.Deposits
or discoloration on the surface of quartz sleeve are caused by excessive levels of the subject contaminant within the water that
is in contact with the quartz sleeve.Most deposits on the quartz sleeve are caused by an excess of calcium(hardness),iron or
manganese.Table 1 on Page 4 lists the maximum recommended concentration of these minerals in the water that passes through
the ultraviolet purifier.If you encounter difficulty due to deposits on the quartz sleeve,your dealer will be able to recommend
suitable pretreatment to reduce or eliminate the offending contaminant.If quartz sleeve is clean(clear)then frequency of cleaning
may be extended.NOTE:SA NITRO N.Ultraviolet water purifiers are equipped with a manual wiping mechanism making
the process of routine cleaning easier and therefore,recommended weekly or at the very least monthly to ensure best
performance.NOTE:The use of optional GUARDIAN TM Ultraviolet Monitor will detect loss of transmission due to coating
on the quartz sleeve.
• Always disconnect the water supply and completely drain the water purifier if it will be subjected to temperatures below freezing.
• Contact factory with questions.
INSPECTION
1. Regularly inspect the water purifier to ensure that the germicidal lamp is still in operation.
• On purifiers not equipped with the Ultraviolet Monitor,lamp operation can be verified by a visible glow through the
translucent sight port.This provides an indication of lamp operation and does not indicate the level of ultraviolet intensity or
transmission through the water.
• On purifiers so equipped,the GUARDIAN'Ultraviolet Monitor provides visual indication of the ultraviolet intensity
through the quartz sleeve and water in the purifier chamber.
2. To ensure proper operation of the water purifier,regular biological testing of the purifier output water should be performed on a
schedule recommended by local public health authorities,or at minimum;at installation,quarterly for the first year of service and
annually,at lamp replacement,for the life of the water purifier.
3. Additional testing should be performed whenever modifications,change,or additions are made to plumbing system,pumps,well
source water etc.to ensure adequate disinfection under new condition.
4. As with any water purifier installation,routine maintenance is necessary to ensure you equipment is operating correctly.Regular
inspection must also include confirmation that approved ground fault circuit interrupt(GFCI)receptacle is
still operational and that water purifier is plugged into this GFCI.Any components which are damaged or broken
should be replaced.
10

DISPOSAL OF MERCURY ADDED LAMPS
Germicidal ultraviolet lamps,like standard fluorescent lamps contain small amounts of mercury.Mercury added
' lamps should not be placed in the trash. Dispose of properly.For further information regarding the disposal and
recycling of lamps containing mercury,along with Federal and State requirements visit LampRecycle.org.For more
information on STER-L-RAY®Germicidal Ultraviolet Lamps,visit Ultraviolet.com or BuyUltraviolet.com.
LAMP INSTALLATION OR REPLACEMENT
Figure 5-Lamp Replacement
CHAMBER\ 1111
i PIO
STATIC ;;
GLAND NUT _r'
GERMICIDAL �'' ./ �" ti 7
LAMP R :.
LAMP SOCKET ti . ‘ \ 1', i
8 LEAD WIRE •
LAMP Y f
EASY OFF SPACER - I
END CAP
R^tea Step 2-Remove End-Cap
r
LAP pi, ., . _.,‘.4._
.,,
........
,,,
, : 7
,,,,, .
Step 3-Withdraw Lamp Step 4&5-Remove Sockets Step 6-Remove Lamp
IN ORDER
PERFM THIS TASK
BE SURE TO WEAR THE FLLOWING
® 0 0 EQUIPMENT: SA ETOYRGOGGLES OR,
AFACE SHIELD,AS WELL AS GLOV S.SAFETY
I• /\ AWARNING Disconnect power to water purifier.
2. Remove both EASY-OFFTM End Caps by pulling each cap off static gland nut. Slide each end cap along the wire away from
the socket.
3. Carefully withdraw lamp approximately 2 inches from chamber while feeding lamp socket and lead wire on opposite
end of chamber.
4. While holding lamp end,carefully remove lamp socket on end now exposed.
5. Next,carefully slide lamp back into chamber,until approximately 2 inches of the lamp is exposed on the opposite end. Hold
lamp and remove lamp socket.
6. Lamp should now be disconnected on both ends.Carefully remove lamp from chamber.Be sure to withdraw lamp straight
out without angling until completely clear of quartz sleeve.
ACAUTION Lamp and quartz sleeve are easily damaged.Exercise care when handling.
7. Reinstall lamp in reverse order.
AWARNING Germicidal ultraviolet rays are harmful to eyes and skin. Do not restore power to water purifier until
lamp and both EASY-OFF' End Caps have been properly reinstalled. 11

QUARTZ SLEEVE CLEANING USING WIPER MECHANISM
Figure 6-Quartz Sleeve Cleaning
di
Co
WIPED CLIP
DYIIMIC GLAND
ii.N,030N,•
$ WIPER LOCK SPACER
WIPER ROD&KNOB
W � \ ate.•
t ; �♦
-
ik
Nip, ' 1: :
i I \ \
IMO
Ark sk* I.,.
, v ...
Step 1 -Lift wiper clip up Step 2-Gently pull wiper knob out Step 3-Push wiper back in
Routine cleaning of the quartz sleeve is easily accomplished,using the dual action wiper mechanism.
1. Lift wiper clip up and away from wiper rod.
2. Grasp wiper knob and gently pull out,away,from the purifier until it reaches its stop.
3. Push wiper back in,toward the purifier until it reaches its second stop.
4. Repeat steps 2 and 3 as necessary.
5. Holding wiper in place,return wiper clip and snap over wiper rod,in front of the wiper lock spacer.
12

QUARTZ SLEEVE INSTALLATION OR REPLACEMENT
Figure 7-Quartz Sleeve Installation or Replacement
r CHAMBER
i
QUARTZ
SLEEVE t
TEFLONliS i
WASHEATIC
NUT N SDAleGLAND NUT � '
GERMICIDAL
LAMP` DIN
LAMP SOCKET \\ ) 0-RING PLUG
&LEAD WIRE
EASY OFF
END CAP
i1 jitill
s ri
1.1 # SPACER
..ci...I L'SI
_ tit
1
,_ _A
•
ski * tee, r .. -,'
t ' `�
Step 4-Remove Gland Nuts Step 5-Remove Washer&0-Ring Step 6-Remove Quartz Sleeve
IN ORDER TO
PERFORM
THIS TASK,BE SURE TO WEAR THE
LLOWING
© ® ® QU PMEN: SAFETY GOGGLES OR A FACE SHIELD,AS WELLOAS G OV S SAFETY
I. A AWARNING Disconnect power to water purifier.
2. Shut off water supply to water purifier via inlet and outlet shut off valves. Remove drain plug and drain the chamber.Once
the chamber is completely drained,remove any old sealing tape from the threads of the drain plug,rewrap with 1/2"wide
Teflon®thread sealing tape,reinstall and tighten the drain plug.
3. Follow the steps in"Lamp Installation or Replacement"to remove lamp.
A CAUTION Lamp and quartz sleeve are easily damaged.Exercise care when handling.
4. Unscrew static gland nuts from each end of the chamber.Avoid striking quartz sleeve with static gland nut.
5. Remove Teflon®washer and 0-Ringfrom both ends of quartz sleeve.Teflon®washer will sometimes remain within the static
gland nut. If so,remove Teflon®washer from static gland nut before proceeding.
6. Carefully remove quartz sleeve from chamber. NOTE: It is advisable to support the quartz sleeve on the opposite end
with your finger so that it does not drop to the bottom of the chamber as it slides into the chamber.
7. Once the quartz sleeve is removed,clean with alcohol or a mild,non-abrasive detergent.
Stubborn stains usually can be removed with a dilute hydrochloric acid.NOTE:Follow all
manufacturer's instructions and precautions when handling chemicals.
8. Reassemble in reverse order.Make sure the quartz sleeve protrudes an equal distance past each threaded nipple.Be sure
0-Rings are placed on quartz sleeve before Teflon®washer.
9. Tighten static gland nuts firmly by hand only,DO NOT USE HAND TOOLS.Tightening with hand tools is likely to cause
quartz sleeve to break.
10. Slowly restore water supply to water purifier and check for leaks.
11. If no leaks occur,reinstall lamp,following the steps in"Lamp Installation or Replacement"section on page 11.
AWARNING Germicidal ultraviolet rays are harmful to eyes and skin.Do not restore power to water purifier until
lamp and both EASY-OFF' End Caps have been properly reinstalled. 13

REPLACEMENT OF BROKEN QUARTZ SLEEVE
Figure 8-Quartz Sleeve
CHAMBER
CHAMBER WIPER ROD
ASSEMBLY
HEAD CLAMP
r
0-RING r �
CHAMBER f,y
HEAD A,
1040,
\'
i
QUARTZ
SLEEVE
TEFLON t
WASHER
ikk
GERMICIDAL lie)4
LAMP \
LAMP RE 4
&LEAD WIRE WIPER KNOB
EASY OFF 0-RING
END CAPNAti‘
STATIC
, GLAND NUT
V.
LAMP
SPACER
® gi CO
IN ORDER TO PERFORM THIS TASK,BE SURE TO WEAR THE FOLLOWING SAFETY
EQUIPMENT: SAFETY GOGGLES OR A FACE SHIELD,AS WELL AS GLOVES.
ACAUTION Broken Quartz is SHARP.It is recommended that protective goggles and gloves are worn when handling.
A AWARNING Disconnect power to water purifier.Shut off water supply to water purifier via inlet and outlet shut off valves.
Completely drain chamber.
Follow the steps in"Quartz Sleeve Installation or Replacement"to remove lamp and quartz sleeve.
1. To prevent damage to the electrical components,it is necessary to separate the ballast housing from the purifier chamber.
• On SANITRON®Models S 17A,and S23A,the ballast housing is mounted to the purifier chamber using four(4)No. 8 x 3/8"long
screws.Using a Phillips cross point screwdriver,carefully remove the four(4)screws,from along the sides of the ballast housing,
and set aside.Separate the housing from the chamber.
• On SANITRON®Models S37C and S50C,the ballast housing is mounted to the purifier chamber using four(4) 1/4"-20 x 3/8"
long hex head bolts.Using a 7/16"wrench or an adjustable wrench,carefully remove the four(4)bolts with the lock and flat
washers,from along the top of the ballast housing,and set aside.Separate the housing from the chamber.
• Keep ballast housing and mounting hardware in a clean,dry area.
2. ACAUTION Carefully remove as much of the broken quartz sleeve as possible,from each end of the chamber.
3. Remove chamber head clamp,by using a 7/16"wrench to loosen and remove the 1/4"nut from the head clamp
4. Withdraw chamber head and wiper assembly,from the chamber.
5. Any broken pieces of the quartz sleeve can now be removed through the open end of the purifier chamber.Flush water through chamber
being careful to remove all quartz fragments from the interior of the chamber.
6. Carefully discard all pieces of the broken quartz sleeve.
7. Inspect the large 0-Ring used to seal the chamber and the chamber head.Make sure the 0-Ring is seated properly between the chamber
head ring and the flare of the chamber head.
8. Insert replacement quartz sleeve through each Teflon®wiper segment,starting from the furthest segment working towards the chamber
head.Twisting the quartz sleeve will help work the quartz sleeve through the Teflon®segments.Align the end of the quartz sleeve with
the threaded gland nipple of the chamber head,and pass the quartz sleeve through the chamber head.
9. To re-install,carefully slide the chamber head and wiper rod assembly,into the chamber,with drain port pointing down;using your
finger,support the far end of the quartz sleeve when passing it through the gland fitting of the chamber.Push chamber head flange into
the chamber until flared end,of the chamber and the head,mate against the 0-Ring.
14

10. Replace the head clamp around the flared end of the head and chamber. Install the 1/4"nut and tighten,using a 7/16"wrench,
until approximately 3/4"to 7/8"of the bolt protrudes past the nut.
11. Center the quartz sleeve in the chamber,making sure the quartz sleeve protrudes an equal distance past each threaded gland
fitting,of the chamber.
12. Re-install 0-Rings,Teflon®washers,and static gland nuts.Be sure 0-Rings are placed on quartz sleeve before Teflon®
washer.Tighten static gland nuts firmly by hand only,DO NOT USE HAND TOOLS.Tightening with hand tools is likely to
cause quartz sleeve to break.
13. Re-assemble ballast housing to purifier chamber,using hardware removed in Step 1.NOTE:When re-assembling ballast
housing to purifier chamber,electrical power cord should exit ballast housing from the end mounted opposite the drain plug.
14. When all connections are complete,allow water to enter the water purifier at a low flow rate until the purifier is pressurized.
With the purifier pressurized,it should be checked for leaks.
15. See"Lamp Installation or Replacement"section on page 11 to properly re-install the lamp into the water purifier.
OPTIONAL GUARDIANTM ULTRAVIOLET MONITOR SENSOR PROBE CLEANING
Figure 9- Ultraviolet Monitor and Sensor Probe Figure 10- Sensor Probe
CHAMBER
ti:DIAi1
4100
ALUMINUM COLLAR
WITH SET SCREWS
elSENSOR PROBE BODY-----.- _ l
- .
0
- PUA1PiE •
If after cleaning the quartz sleeve,there is no significant improvement in the ultraviolet intensity,as shown on the intensity meter,
it may be necessary to clean the Ultraviolet Monitor's sensor probe.The sensor probe body mounts in a fitting,located in the
center of the disinfection chamber,and protrudes into the chamber.
1. A AWARNING Disconnect power to water purifier.
2. Shut off water supply to the water purifier via the inlet and outlet shut off valves.Remove drain plug and drain the chamber.
Once the chamber is drained,remove any old sealing tape from the threads of the drain plug,rewrap with 1/2"wide Teflon®
thread sealing tape,reinstall and tighten the drain plug.
3. Disconnect power to the Ultraviolet Monitor;remove from chamber by loosening the two set screws on the aluminum collar
and lifting it free from probe body.
4. Unscrew the sensor probe and remove from the chamber.
5. Remove the quartz rod sensor probe cap,from the probe body.Take care not to damage the quartz rod,0-Ring or the threads
of the probe body.NOTE:It is recommended,when servicing the sensor probe,to work in a clean,dry area.
6. Once the quartz rod is removed,clean with alcohol or a mild detergent,and rinse with clean water.Stubborn stains usually
can be removed with a dilute hydrochloric acid.NOTE:Follow all manufacturer's instructions and precautions when
handling chemicals.Once the quartz rod has been cleaned,handle the rod by the sides,to avoid getting fingerprints on the
quartz rod faces.
7. Clean the probe body,by removing any dirt or deposits on all surfaces.0-Rings should be inspected and can be replaced if
worn or damaged.
8. Reassemble,replacing the 0-Rings,quartz rod and securing in place with the quartz rod sensor probe cap.Tighten the quartz
rod sensor probe cap by hand only,DO NOT USE HAND TOOLS.Tightening with hand tools may damage the quartz rod
or 0-Ring seal.
9. Reinstall sensor probe into the center fitting of the chamber and hand tighten.(Continued on Page 16)
15

10. Slowly restore water supply to the water purifier,pressurize,and check for leaks.Once it is determined that there are no
leaks,inlet valve can be fully opened.
11. Reposition Ultraviolet Monitor on probe body and tighten set screws.
12. Restore power to the water purifier and ultraviolet monitor.If after the cleaning of the quartz rod,there is still no significant
improvement in the ultraviolet intensity,as shown on the intensity meter,proceed to the"Troubleshooting"section.
TROUBLESHOOTING
AWARNING Always disconnect power to the water purifier before performing an service or maintenance.
IMPORTANT:This purifier is to be serviced ONLY by qualified,and appropriately licensed,personnel.
Table 4-Troubleshooting
Problem Possible Cause Corrective Action
Purifier not operating No electrical power Verify that the purifier is connected to a live
power source.
Shut down purifier,drain,and replace quartz
Cracked or broken quartz sleeve sleeve.See"Quartz Sleeve Installation or
Replacement"in the"Maintenance"section
Shut down purifier,drain,and remove static
Quartz sleeve sealing 0-Ring(s)worn, gland nut,replace sealing 0-Ring.See"Quartz
Water leaking from purifier damaged Sleeve Installation or Replacement"in the
"Maintenance"section
Tighten suspect connection or fitting;or shut
down purifier,drain,and remove fitting or
Poor,or loose,connections or fittings
connection.Clean threads;reapply thread sealing
tape and reinstall.
Quartz sleeve fouled Clean quartz sleeve,see"Quartz Sleeve
Cleaning"in the"Maintenance"Section.
Sensor Probe,if equipped Clean lens or Quartz Rod,see"Optional
eq pped,lens or Ultraviolet Monitor Sensor Probe Cleaning"in
quartz rod fouled
the"Maintenance"section
Replace lamp,as it nears its end of life(EOL).
Poor purifier disinfection performance A\U/OR I.0o Germicidal lamp output depreciating See"Lamp Installation or Replacement"in the
UV intensity(As indicated on optional GUARDIAN'^" "Maintenance"section.
Ultraviolet Monitor)
Germicidal lamp not functioning Replace lamp.See"Lamp Installation or
Replacement"in the"Maintenance"section
Low input voltage Verify input voltage to purifier.
Have water tested to confirm that it does not
Change in water quality exceed maximum recommended concentration
levels for use with this purifier.
16

TECHNICAL SPECIFICATIONS
Table 5-Technical Specifications
Model: SI7a, S23A S37C ® S50C
Flow Rate(GPM): 3 6 12 20
Inlet\Outlet Size: 3/4"m NPT 3/4"m NPT 1"m NPT 1-1/2"m NPT
Number of Lamps: 1 1 1 1
Lamp Model No.: 05-1098-R 05-1097-R 05-1343-R 05-1334-R
Length: 17-3/8" 23-3/8" 37-3/8" 50-3/8"
Width: 4-5/16" 4-5/16" 5-11/16" 5-11/16"
Height: 8-3/16" 8-3/16" 9-1/2" 9-1/2"
Chamber Diameter: 4-1/4" 4-1/4" 4-1/4" 4-1/4"
Shipping Weight: 11 Lbs 14 Lbs 22 Lbs 36 Lbs
Voltage:0 120V 120V 120V 120V
Amps: .23A .33A .42A .52A
Frequency: 60Hz 60Hz 60Hz 60Hz
Power Consumption:0 18 Watts 25 Watts 48 Watts 65 Watts
Lamp Watts: 14 Watts 21 Watts 41 Watts 55 Watts
Max Operating Pressure: 100 PSI 100 PSI 100 PSI 100 PSI
Ambient Temperature: 35°F-100°F 35°F-100°F 35°F-100°F 35°F-100°F
Quartz Sleeve: 1 1 1 1
Drain Plug: 1/4"NPT 1/4"NPT 1/4"NPT 1/4"NPT
Lamp Out Indicator: Translucent Sight Port Translucent Sight Port Translucent Sight Port Translucent Sight Port
Ultraviolet Monitor:0 Optional Optional Optional Optional
Flow Control Valve:0 Optional Optional Optional Optional
Audio Alarm:0 Optional Optional Optional Optional
Solenoid Valve:0 Optional Optional Optional Optional
Time Delay Mechanism:0 Optional Optional Optional Optional
Elapsed Time Indicator: Optional Optional Optional Optional
Quantum Thermal Optimizer: Optional Optional Optional Optional
O 220V 50Hz,220V 60Hz,12V,or 24V DC purifiers are also available.Consult Factory for specific voltage requirements.
O Use of this option is recommended by U.S.Public Health Service"Criteria for Acceptability of an Ultraviolet Disinfection Unit."
Originally issued April,1966.
O Total power consumption,including ballast loss(based on 120V purifier).
All specifications,dimensional data,etc.are approximate and subject to change without notice.
A AWARNING 12 Volt and 24 Volt Direct Current(DC) Ballasts and Purifiers
Many individuals regard ballasts and purifiers powered by 12 volt and 24 volt Direct Current(DC)to be relatively
benign from a safety standpoint.However,a DC ballast,in order to operate an ultraviolet discharge lamp,must
produce an output as high as 600 volts.This voltage is high enough to produce a very serious or even lethal electric
shock.IT IS IMPERATIVE that all DC ballasts and DC ultraviolet purifiers be wired and grounded appropriately.
17

REPLACEMENT PARTS
SANITRON® MODELS S17A & S23A
Figure 11 - Exploded View S17A&S23A
g P
O
00
,1
•
1 g �
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G
Cl
O / A
O
O
18

Table 6- Replacement Parts S17A&S23A
S17A S23A
Item No. Description
-
Quantity Part Number Quantity Part Number
1 EASY-OFF?'"End Cap 2 25-1499A1 2 25-1499A1
2 Rubber 0-Ring,Static Gland 2 00-1108B 2 00-1108B
3 Steadfast?""Lamp Spacer 2 25-0210A 2 25-0210A
4 Steadfast?'"Lead Wire&Socket 2 05-12I9B2 2 05-2223A
5 STER-L-RAY®Lamp 1 05-1098-R 1 05-1097-R
rM
6 Promate Static Gland Nut 2 25-1492D 2 25-1492D
7 Teflon Washer 2 25-1235A 2 25-1235A
8 Rubber 0-Ring,Quartz Sleeve 2 00-1238A 2 00-1238A
9 CRYSTAL CLEAR?""Quartz Sleeve 1 15-1051A2 1 15-1051A3
10 Head,Flared 1 25-1302A 1 25-1302A
11 Rubber 0-Ring,Flared Head 1 00-0028A 1 00-0028A
12 Chamber Head Clamp 1 25-1506B1 1 25-1506B1
13 Wiper Rod Assembly I 25-0083A 1 25-0084A
14 Sight Port Plug 1 30-1075 1 30-1075
15 Chamber 1 25-1524D1 1 25-1523E1
16 Wiper Knob 1 25-1222 1 25-1222
17 Wiper Lock Spacer 1 25-1512A1 1 25-1512A1
18 Wiper Clip 1 25-1507C1 1 25-1507C1
19 Dynamic Gland,Wiper Lock I 25-1510C 1 1 25-1510C1
20 Drain Plug 1 27-1216 I 27-1216
21 Screw,No.8 x 3/8"long 4 50-1323 4 50-1323
22 Speed Nut,6-32 2 50-1314 2 50-1314
23A SurellteTM"Ballast,120v 60Hz 1 10-0137 1 10-0137
23B Surelite?'"Ballast,220v 50Hz 1 10-0136 1 10-0136
24 Screw,Mounting 2 50-0376 2 50-0376
25 Ballast Housing 1 25-1105C I 25-1544E
26 Pushnut 8 50-1223A 8 50-1223A
27 Welded Wiper Rod 1 25-1535A1 1 25-1536A1
28 Teflon®Wiper Segment 4 25-1241A 4 25-1241A
29 Wiper Backup Ring 2 25-1381A 2 25-1381A
30 Rivet 8 50-1300A 8 50-1300A
31A* Power Cord 6'(120v 60Hz) 1 35-1100 1 35-1100
31B• Power Cord 6'(220v 50Hz) 1 35-1452-R 1 35-1452-R
32 Standoff,Mounting 2 50-0375 2 50-0375
*Not depicted in drawing
All specifications,dimensional data,etc.are approximate and subject to change without notice.
19

SANITRON® MODELS S37C & S50C
Figure 12- Exploded View S37C& S50C
4‘'‘
(P
\-)yfly .... - 'xi.
\ i / 1 8
dr
)•- -0
0
d
�,
® -N 1 _i
a
© o
O -
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o
e AIP
c , ,
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o 9-
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0
O A.
20

Table 7-Replacement Parts S37C&SSOC
Item No. Description S37C CD SSOC
Quantity Part Number Quantity Part Number
1 EASY-OFF TM End Cap 2 25-1499A1 2 25-1499A1
2 Rubber 0-Ring,Static Gland 2 00-1108B 2 00-1108B
3 SteadfastT"Lamp Spacer 2 25-0210A 2 25-0210A
4 SteadfastTm Lead Wire&Socket 2 05-1218A2-R 2 05-1218A2-R
5 STER-L-RAY®Lamp 1 05-1343-R 1 05-1334-R
6 PromateTM Static Gland Nut 2 25-1492D 2 25-1492D
7 Teflon®Washer 2 25-1235A 2 25-I235A
8 Rubber 0-Ring,Quartz Sleeve 2 00-1238A 2 00-1238A
9 CRYSTAL CLEAR TM Quartz Sleeve 1 15-1051A4 1 15-1051A5
10 Head,Flared 1 25-1302A 1 25-1302A
11 Rubber 0-Ring,Flared Head 1 00-0028A 1 00-0028A
12 Chamber Head Clamp 1 25-1506B1 1 25-1506B1
13 Wiper Rod Assembly 1 25-0085A 1 25-0086A
14 Sight Port Plug 1 30-1075 1 30-1075
15 Chamber 1 25-1522G1 1 25-1521F1
16 Wiper Knob 1 25-1222 1 25-1222
17 Wiper Lock Spacer 1 25-1512A1 I 25-1512A1
18 Wiper Clip 1 25-1507C1 1 25-1507C1
19 Dynamic Gland,Wiper Lock 1 25-1510C1 1 25-1510C1
20 Drain Plug 1 27-1216 1 27-1216
21 Screw,1/4"-20 x 3/8"long 4 50-1034 • 4 50-1034
22 Lock Washer,1/4" 4 50-1321 4 50-1321
23 Flat Washer 1/4" 4 50-1317 4 50-1317
24 Ballast Housing Cover 1 25-0394A 1 25-0350A
25 Screw,No.8 x 3/8"long 8 50-1323 8 50-1323
26 Speed Nut,6-32 2 50-1314 2 50-1314
27A Sureliten•Ballast,120v 60Hz 1 10-0137 1 10-0137
TM' t 27B Surelfte Ballast,220v 50Hz 10-0136 1 10-0136
28 Ballast Housing 1 25-0395D 1 25-0351B
29 Screw,Mounting 2 50-0376 2 50-0376
30 Pushnut 12 50-1223A 16 50-1223A
31 Welded Wiper Rod 1 25-1537A1 1 25-1538A1
32 Teflon®Wiper Segment 6 25-1241A 8 25-1241A
33 Wiper Backup Ring 3 25-1381A 4 25-1381A
34 Rivet 12 50-1300A 16 50-1300A
35A• Power Cord 6'(120v 60Hz) I 35-1100 1 35-1100
35B• Power Cord 6'(220v 50Hz) 1 35-1452-R 1 35-1452-R
36 Standoff,Mounting 2 50-0375 2 50-0375
•Not depicted in drawing
All specifications,dimensional data,etc.are approximate and subject to change without notice.
21

USER ASSISTANCE
Atlantic Ultraviolet Corporation® Please read and become familiar with the Atlantic Ultraviolet Corporation®
makes every effort to ensure that the contents of this manual before installing 375 Marcus Boulevard
SANITRON®Ultraviolet Water Purifiers or using this purifier.If after reading Hauppauge,New York, 11788
are products of superior quality and the manual you still have questions,or Tel:[phone]
workmanship.This manual describes the concerns,regarding the installation or Fax:[phone]
installation,operation and maintenance use of this purifier,contact our offices,
of the SANITRON®Ultraviolet weekdays between 8:30 am and 5:00 pm E-mail: [e-mail]
Website:Ultraviolet.com
Water Purifiers. Eastern Time,at: BuyUltraviolet.com
PATENT NOTICE
No attempt has been made to determine the patent status of applications illustrated or described in this publication.Inclusion in this
publication of any design or method of use,which may be patented,is not to be construed as promoting or sanctioning unauthorized use.
NSF/ANSI
NSF/ANSI 61 is a set of national standards that relates to water treatment and establishes stringent requirements for the control of
equipment that comes in contact with either potable water or products that support the production of potable water.NSF/ANSI 372 was
set in 2011 to establish procedures to meet the 0.25%lead content requirement of the RLDWA(Reduction of Lead in Drinking Water
Act)using a wetted surface area average calculation or just simply using all no-lead materials for areas in contact with drinking water.
NSF/ANSI 372 includes a broader scope of drinking water products covered by the law which may not be covered under NSF/ANSI 61
and enables large or complex products and assemblies to achieve certification.
WARRANTY & PRODUCT REGISTRATION
We warrant this product to the original owner to be free from defects in material and workmanship when installed in
accordance with Atlantic Ultraviolet Corporation®specifications for a period of time as follows:
UV Water Purifier Chambers—Type 316 stainless steel chambers will have a Twelve(12)year Limited Warranty on the stainless
steel chamber,from the date of original purchase while the Type 304 stainless steel chambers will have a Six(6)year Limited
Warranty on the stainless steel chamber.
UV Air Disinfection Housing—Three(3)year Limited Warranty on the metal housing,from the date of original purchase.
Ballast—Three(3)year Limited Warranty,from the date of original purchase.
UV lamps and Other parts—One(1)year Limited Warranty from the date of original purchase.
Within the warranty period we shall repair or replace such products,which are returned to us with shipping charges prepaid and which
are determined by us to be defective.This warranty will not apply to any product,which has been subjected to misuse,negligence or
accident;or misapplied;or modified;or repaired by unauthorized person;or improperly installed.Warranty will be null and void if
any of the product's original labels are removed.This Limited warranty excludes the cost of labor.
The Buyer shall inspect the product promptly after receipt and shall notify us at our main office in writing of claims,including claims
of breach of warranty,within thirty(30)days after the Buyer discovers or should have discovered the facts upon which the claim is
based.Failure of the Buyer to give written notice of a claim within the time period shall be deemed to be a waiver of such claim.
The provisions of the above warranty are our sole obligation and exclude all other remedies or warranties,expressed or implied,
including warranties of merchantability and fitness for a particular purpose,whether or not purposes or specifications are described
herein.We further disclaim any responsibility whatsoever to the customer,or to any person for injury to person,damage to,or loss
of property or value caused by any product which has been subjected to misuse,negligence,accident;or modified or repaired by
unauthorized persons;or improperly installed.
Under no circumstances shall the Company be liable for any incidental,consequential or special damages;losses or expenses arising
from the contract for this product,or in connection with the use of,or inability to use,our product for any purpose whatsoever.
Be sure to register your product and validate purchase within 30 days—registration is simple and will take less than 2 minutes to do.
NOTE—failure to register your purchase may jeopardize warranty.
Go to Ultraviolet.com and scroll down to the bottom of the page,under"Trust"click the"Warranty Registration Form",complete and
click"Submit".Or click on"Warranty Registration PDF"to download the warranty registration card as a PDF,complete and mail to
us at 375 Marcus Boulevard,Hauppauge,NY 11788,or simply fax to 631-273-0771.If you prefer to register by phone,please call
631-273-0500 and our customer service staff will be glad to assist you.
For your convenience,record the following information below.The model and serial number can be found on a label located
on the SA NITRO N®Ultraviolet Water Purifier.Keep this manual,along with proof of purchase,handy when contacting our offices.
Purchased From: Date:
Model: Serial No.:
24

Headworks Components

1.5"Socket Connections
Specifications
Sizes: 1 /2" - 4"
-- Bodies: PVC and PP
Models: Flanged ANSI 1/2" - 4"
-' Socket PVC 1/2" - 2"
N PP** 1/2" - 1
Thread PVC 1/2" - 2"
_,. PP 1/2" - 1"
• ' Plug: PP
a Seals: EPDM or FKM
1 F--
1.•
Globe Valves x' 2I1 2"-4 Outside stem and yoke type
' DIN Socket also available
Standard Features (Sizes 1/2"- 4") Parts List/Flanged (Sizes 1/2" - 4")
• Used for efficient throttling of flow 1 PARTS
• Positive shut-off NO. DESCRIPTION PCS. MATERIAL
• Displays excellent flow regulating character- 1 Body 1 PVC, PP
istics throughout the entire lift of the disc 2 Bonnet 1 PVC, PP
• All sizes rated for full vacuum service 3 Stem 1 PVC, PP
4 Gland 1 PVC, PP
• EPDM seals. FKM optional 5 I Gland Nut 1 PVC, PP
Parts List/Thd-Soc (Sizes 1/2"- 2") 6 Gland Gasket 1 EPDM, FKM
PARTS 7 Gland Packing 1 EPDM,FKM
' NO DESCRIPTION PCS. MATERIAL 8 Di
sc sc 1 PP
1 Body 1 PVC,PP r 9 I Stem Holder 1 PVC, PP
2 Bonnet 1 PVC, PP Stem with
—3 Stem 10 Trap ezoid Screw 1 Copper Alloy
1 PVC,PP P
4 Gland 1 PVC, PP
11 Bolt,Nut,Washer 8 Stainless Steel 304
5 Gland Nut 1 PVC,PP 12 Stud Bolt, Nut 2 Stainless Steel 304
- 6 , Sheet Gasket 1 EPDM, Others 13 Stem Support 1 PP
7 Gland Packing 2 EPDM,Others 14 Hand Wheel 1 PP
8 Disc 1 PP 15 Nut(A) 1 PVC(1/2"-2")
9 Stem Holder 1 PP 2 Stainless Steel 304
13 Ring 1 Stainless Steel 304 1 PVC(1/2"-2")
14 Hand Wheel 1 PP 16 Washer
1 Stainless Steel 304
15 Nut 1 PVC 17 I Reinforcing Ring 1 Stainless Steel 304
16 Washer 1 PVC
18 Inserted Nut 1 Copper Alloy
Sample Specification 19 Stem Metal Insert 1 Steel
All Globe Valves shall be of a thermoplastic 20 Inserted Metal 1 _ Bronze
construction and have no metal part that comes in * PVC nut and washer on sizes 1/2"through 2"
contact with media. Sizes 1/2"through 2" shall be
of union bonnet design, 2 1/2"through 4" shall be Pressure vs. Temperature (PSI,WATER,NON-SHOCK)
of outside stem and yoke type. PVC shall conform to NOMINAL PVC PP
ASTM D1784 Cell Classification 12454-A and PP SIZE 30° F 71° F 106° F -5° F 71° F 121° F
conforming to ASTM D4101 Cell Classification INCHES mm 70° F 105° F 120° F 70° F 120° F 175° F
PP0210B67272. PVC valves shall be rated to 150
psi at 70 degrees F sizes 1/2"thru 2" 110 psi at 1/2-11/2 15-40 150 150 110 110 95 65
70 degrees F sizes 2-1/2" thru 4". PP rated to 110 2 50 150 150 95 110 75 45
psi at 70 degrees F sizes 1/2"thru 4", as manu 2 1/2-3 65-80 110 110 95 110 60 35
factured by Asahi/America, Inc. 4 100 110 80 65 110 60 35
116 ASAHI/AMERICA

Globe Valves
SOCKET AND THREADED END SOCKET END THREADED END
1 11/2"- 2" 1/2"- 11/4" 1/2"- 11/4" 1
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Dimensions (INCHES)
NOMINAL FLANGED SOCKET AND THREADED
Cv
SIZE
WT. LIFT H WT. THREADED SOCKET LIFT H Values
(LBS)' d C D L t C (open),(LBS) C d1 (open)
IN. mm 1 d2 L d2 L /
1/2 15 0.88 0.71 2.38 3.50 3.35 0.47 0.31 5.20 0.66 •NPT 1/2 3.35 0.85 4.33 1.18 0.32 0.59 5.20 4.1
3/4 20 1.10 0.94 2.75 3.88 3.74 0.55 0.31 5.51 1.10 NPT3/4 3.74 1.06 5.12 1.38 0.32 0.71 5.51 6.4
1 25 2.20 1.10 3.12 4.25 4.33 0.55 • 0.43 6.34 1.10 NPT 1 4.33 1.33 5.91 1.58 0.43 0.98 6.34 9.7
1 1/4 32 2.90 1.46 3.50 4.62 5.31 0.63 0.51 6.57 1.30 wWr11/4 5.32 ' 1.67 5.32 0.98 0.51 1.38 6.58 18.0
40 4.41 1.61 3.88 5.00 7.48 0.63 0.79 9.06 2.70 NPriv2 5.51 1.91 5.51 0.98 0.79 1.61 9.06 22.0
© 50 5.30 2.05 4.75 6.00 7.87 0.63 1 0.94 1 9.92 i 3.50 NPT2 7.094.38 7.09 1.06 0.95 2.05 1 9.92 29.0
I
21/2 65 13.25 2.64 5.50 7.00 8.66 0.71 1.38113.581 - - - - - - - - - 57.0
3 80 15.00 3.07 6.00 7.50 9.45 0.71 1.38 14.13 - - - - - - - - - 78.0
4 100 i 22.00 3.94 7.50 i 9.00 11.421 0.71 1.57 16.501 - - - - - - - [ - - 115.0
35 Green Street,P.O.Box 653,Malden,MA 02148•Tel:[phone]•781-321-5409•Fax:[phone]•E-mail: [e-mail] II
Register at our interactive web site for on line ordering,product availability,order tracking,and many useful features: www.asahi-america.com

SUBSURFACE DRIP PIM 41111
Vortex Screen Filter
Description
The Vortex filters are placed between the pump and dripfield
to screen out any debris.Spin plates at the top of each screen
direct the flow of debris to the base of the screen for easy 1" Vortex Filter
self cleaning. I I
Features Height
- Simple self cleaning filter. Geoflow's Vortex filter
depends on a simple forward flush to self clean.
Incoming water is forced through a directional nozzle
II
plate onto the inside of the stainless steel screen. A
centrifugal motion starts inside the screen chamber,
throwing particles outward against the screen. Gravity Width
moves the debris down the screen wall to the flush
outlet at the base of the Vortex Filters
- It is simple to install and operate, requiring very few
moving parts. 1.5" and 2" Vortex
iliplipi
- Can be plumbed to self clean periodically
with electronically activated solenoid valves
(recommended), or continuouslyslightly
( with)
opened ball valves.
- Sturdy stainless steel screen proven effective in onsite
wastewater applications.A sintering process in which
three pieces of stainless steel mesh are transformed
into one;a perforated plate,30m then 150 mesh.
- Body is a two-piece threaded housing with 0-ring seal.
Molded from high heat ABS and chemical resistant
glass reinforced plastic.
rltem Number Size Max. Filtration Max. Width Height Flush Area of
(MPT) Flow rate (mesh) Pressure Port Filtration
(GPM) (psi) (ft.) (MPT) (inches2)
*L AP4E-75F 3/4" 10 150 80 185 6.0" 6.0" 3/4" 23.4
AP4E-IF 1" 20 150 80 185 6.5" 7.0" 3/4" 28.4
IAP4E-1.5F 1.5" 45 _ 150 �I 100 231 12" 15.5" 3/4" 60.8 I
AP4E-2F I 2.0" 70 150 80 185 �12 16.0 3/4 60.8
* AP4E-75F 3/4inch Vortex Filter has been discontinued. Please use a larger filter for onsite wastewater
applications. Replacement parts are still available.
Look
150 mesh= 100 micron for the
When in doubt,it is best to choose the filter with the larger screen area. Genuine
Geof low
Geoflow,Inc. Tel [phone] Fax [phone] www.geoflow.com stamp of s
Product Sheets-2011 Filter VortexScreen12H27.indd
quality

e NETAFIM "
GROW MORE WITH LESS
WATER METERS
'Irl ' AND 'WMR' :, INDUSTRY'S SMALLEST
WATER METERS WITH THE
WATER ETER BEST PERFORMANCE
iiiiit
4\
,._____ 1
. .
. .. ..,._ 1 : , .,
„ .__.
, 1 .
........ _.: . . .; i
wilt ..._ .,_
_.... law 9.
'M'WATER METER 'M'WATER METER 'WMR'WATER METER
(COPPER ALLOY BODY) (PLASTIC BODY) (CAST IRON BODY)
APPLICATIONS
• For main supply lines in agriculture and
PRODUCT ADVANTAGES landscape applications
• Industry's smallest water meters provide ± 2% accuracy SPECIFICATIONS- 'M'WATER METERS
over a wide range of flows. • Iron Body Sizes:3/4",1"and 1 1/2"
■ Magnetically driven sealed register are stainless • Plastic Body Sizes:3/4"and 1"
• Maximum Working Pressure:140 psi
steel encapsulated and guaranteed not to accumulate • Maximum Liquid Temperature:122°F
moisture or fog. • Body Material:Corrosion Proof Copper Alloy or
• 'M' Water Meters utilize the multi-jet principle assuring Polypropylene(plastic)
an equally distributed load on the impeller minimizing • Connections:Male Pipe Thread
• Register Options:Reed Switch,Photo Diode or
wear and maintaining accuracy. ER Digital
• 'M' Water Meters have only one moving part,the • Reed Switch Register Pulse Outputs:0.1 or 1.0
impeller, is in contact with the water for minimum wear • Photo Diode Register Pulse Outputs:0.0015,0.0021
and the utmost reliability. or0.om4
• ER Digital Register Pulse Outputs:
• 'WMR' Water Meters contain an in-line axial turbine Gallons-.1,1,10,100,1000
which allows foreign matter to pass through the meter Acre Feet .0001,.001,.01,.1
without clogging. • Straight Pipe Installation Requirement None
• Wide clearances in the measuring chamber provide full SPECIFICATIONS- 'WMR'WATER METER
pipe flow measurements and high reliability. • Size:2
• Maximum Working Pressure:230 psi
• Maximum Liquid Temperature:131°F
• Body Material:Cast Iron with Polyester Coating
• Connections:Male Pipe Thread
• Register Options:Reed Switch,Photo Diode or
ER Digital
• Reed Switch Register Pulse Outputs:10 or 3.26
• Photo Diode Register Pulse Outputs:1.0 or 0.055
• ER Digital Register Pulse Outputs:
Gallons-.1,1,10,100,1000
Acre Feet-.0001,.001,.01,.1
• Straight Pipe Installation Requirement 10 x D
upstream and 5 x D downstream(D=meter size)

'M' AND 'WMR'WATER METERS
STRAIGHT PIPE INSTALLATION REQUIREMENT
METER UPSTREAM DOWNSTREAM METER TOTAL
SIZE I DISTANCE I DISTANCE I LENGTH I REQUIREMENT) 4t10y '
'M'WATER METERS-ODXOD -I r
3/4" J 0" 0" __I111/4" I 111/14" J f O. =51
1" 0" 0" 143/4" , 143/4" J 1
11/2"' I 0" 0" 17 1/4" 171/4` •• •• •
STRAIGHT PIPE METER LENGTH STRAIGHT PIPE
WMR"WATER METER-10 D X 5 D J BEFORE METER AFTER METER
2" I 20" I 10" I 14" 144" J
INSTALLATION REQUIREMENTS INSTALLATION REQUIREMENTS
'M'WATER METERS 'WMR'WATER METER
• Dial face must be horizontal • The meter may be installed in any position-for non-horizontal
• There are no straight pipe installation requirements positions,the flow should be upwards
• Prior to installation of the meter,the pipeline should be • Straight pipe installation requirement of 10 x diameter pipe upstream
thoroughly flushed (before the meter)and 5x diameter pipe downstream(after the
• Meter must be installed so that the pipe will be full of water at meter)
all times during metering • Prior to installation of the meter,the pipeline should be thoroughly
• To eliminate air in the system,continuous acting air vents of flushed
proper size and type are required • Meter must be installed so that the pipe will be full of water at all
times during metering
• To eliminate air in the system,continuous acting air vents of proper
size and type are required
REED SWITCH REGISTERS + '�
METER REGISTER VOLUME I PULSE OUTPUT POINTER RESOLUTION tt-r,—
SIZE I TOTALIZER 1 UNIT ^ (GALS/PULSE) POINTER 1 J_ POINTER 2 POINTER 3 J
3/4"'M' I GALLON I GALLON x 10 0.1 x 0 01 GALLON ' x 0.1 GALLON x 1.0 GALLON , , '. .
3/4-,1"&11/2"'M' GALLON GALLON x 100 1.0 x 0.10 GALLON x1.0GALLON x 10 GALLON 'f
2"'WMR' 1 GALLON I GALLON x 1,000 10 I x 1.0 GALLON x 10 GALLON I x 100 GALLON I
2"'WMR' I ACRE FEET I ACRE FEET x 1.0001 3.26 I x 0.000001 1 x 0.00001 I x 0.0001 I
PHOTO DIODE REGISTERS
METER 1 REGISTER VOLUME FLOW RATE POINTER RESOLUTION
SIZE TOTALIZER I UNIT I UNITS I POINTER 1 I POINTER 2 J POINTER 3
' 3/4"'M' I GALLON I GALLON x 10 I 0.0015 I x 0.01 GALLON I x 0.1 GALLON I x 1.0 GALLON I
..)
1"'M' I GALLON I GALLON x 100 I 0.0021 I x 0.1 GALLON I x 1.0 GALLON I x 10 GALLON
1 1/2"'M'I GALLON I GALLON x 100 I 0.0074 I x 0.1 GALLON I x 1.0 GALLON] x 10 GALLON I (4°. )
2"'WMR'I GALLON I GALLON x 1,000 I 1.0 I x 1.0 GALLON J x 10 GALLON I x 100 GALLON
2"'WMR'I GALLON I GALLON x 1,000 I 0.055 I x 1.0 GALLON I x 10 GALLON I x 100 GALLON
ELECTRONIC(ER) DIGITAL REGISTERS
METER
IREGISTER PULSE OUTPUT F RATE
TOTALIZER I (GALS/PULSE) UNITS
SIZE
3/4",1",1 1/2"'M' I GALLON I .1,1,10,100,1000 I GPM I
3/4",1",1 1/2"'M' I ACRE FEET I .0001,.001,.01,.1 I GPM I 0 0
2"'WMR' I GALLON I .1,1,10,100,1000 I GPM I
2"'WMR' I ACRE FEET I .0001,.001,.01,.1 I GPM I

'M'AND 'WMR'WATER METERS
'M'WATER METER CUT-AWAY VIEW
REED SWITCH
a
CALIBRATION
ill\ e
Ailli ` . . SCREW ��
i
Liar( ■M—.lar,,.
... irn.r
MPELLER HERMETICALLY
SEALED REGISTER 'WMR'METER TAMPER PROOF SEAL
MEASURING ENSURES UNAUTHORIZED REMOVAL AND/OR
CHAMBER TAMPERING OF THE METER REGISTER
'M'WATER METERS HEADLOSS CHART 'WMR'WATER METER HEADLOSS CHART
4.5 10
3/4"
0
3.5 / —1" 15
.tA y 4 0
a
a <0 11/2- 0 1s
a , a
i S
io *c FLOW RATE®5 FTJSEC.
r-pOPM
os D.S
i
0 5 10 E;0 15 30 45 50 75 90 I
•
FLOW RATE(GPM) FLOW RATE(GPM)
PERFORMANCE DATA
METER I LOWEST FLOW RATE LOWEST FLOW RATE NOMINAL FLOW RATE MAXIMUM FLOW RATE
SIZE +/-5%ACCURACY +/-2%ACCURACY +/-2%ACCURACY +/-2%ACCURACY
3✓4"'M' I 0.2GPM I 0.9 GPM I 11GPM I 14GPM
1"'M' I 0.3 GPM 1.2 GPM 15.4 GPM 20 GPM
11/2"'M'I 0.9 GPM 3.5 GPM I 44GPM I 55GPM
2"'WMR'I ZO GPM 8.8 GPM I 88 GPM I 110 GPM I
'M'WATER METERS 'WMR'WATER METER
o—... i►
iiiidi im 1 rilliM+A
iet•i tl d tl .
0
���►�� 1��►►1' IN 1 �IIIIIYT
I
•
(INCLUDES INSTALLATION COUPLERS)
1 DIMENSIONS&WEIGHT
SIR I HEIGHT I HEIGHT LENGTH I WIDTH P C I �IRONT
3/4"'M' I 41/4" I - 111/4" I 33✓4" I 3.5 LBS. I 4.4 LBS.
1"'M' I 41/4" I - I 143/4" I 41/4" 4.8 LBS. I 6.1 LBS. I
1 1/2"'M'I 6 3/4" I - I 171/4" I 15" I - I 15 LBS.
2"'WMR'I 4 3/4" I 1 1/2" I 14" I - I - I 11 LBS.

'M'AND'WMR'WATER METERS
ORDERING INFORMATION- REED SWITCH AND PHOTO DIODE REGISTERS " 4.
ITEM MODELS
NUMBER I NUMBER I SIZE I MATERIAL I RETYPEGISTER J PULSEERLI _
70261-002446 36M201TP.1 REED SWITCH/GALLON I 0.1
70261-002472 36M201TP1 3/4"'M' PLASTIC REED SWITCH/GALLON ] 1.0 PLASTIC'M'
70261-002473 36M201TP.0015 PHOTO DIODE 0.0015 WATER METERS
70261-002715 36M251TP REED SWITCH/GALLON 1.0
70261-002727 36M251TP.0021 1"/M/ PLASTIC PHOTO DIODE 0.0021
70261-002445 36M201T.1 REED SWITCH/GALLON 0.1
70261-002450 36M201T 3/4"'M' COPPER REED SWITCH/GALLON 1.0 _
70261-002447 36M201T.0015 ALLOY PHOTO DIODE 0.0015 I - . r
70261-002720 36M251T COPPER REED SWITCH/GALLON 1.0
1' M'
70261-002725 36M251T0021 i ALLOY PHOTO DIODE ` 0.0021 COPPER ALLOY'M'
WATER METERS
C 70261-003230 36M401.5T COPPER REED SWITCH/GALLON 1.0 li
11/2"'
�.�0�yy_ __ _ __ __ M' ALLOY PIIOTODIODC 0.0074
/Vw�-w./t'A JUI VI4V I.J I.W/4
70261-005060 36WMR2T10 I REED SWITCH/GALLON 10
70261-004900 136WMR2T10-AF I 2"
'WMR' CAST REED SWITCH/ACRE FEET 3.26
_ oa ,
70261-005050 136WMR2T1 I IRON PHOTO DIODE 1.0
70261-005010 136WMR2T.055 I PHOTO DIODE 0.055 "'--•
CAST IRON'WMR'
WATER METER
P10_11.4e1I [elk Iai1:1u1_ IIsL04311[rlrl01'? 1.1. ;. .,
36 MODEL SIZE REGISTER VOLUME FLOW RATE OUTPUT1 OUTPUT2 DIRECTION
MODEL] SIZE I REGISTER VOLUME I FLOW RATE I OUTPUT 1 AND OUTPUT 2* FLOW DIRECTION i
M 1201TP 3/4"P I ER = ER DIGITAL 1 =GALLONS I 1 = GPM 1 A = NO OUTPUT F FORWARD J
WMR I 251TP 1"P I REGISTER 2=ACRE FEET I C = .1 GALLON PER PULSE R = REVERSE J
201T 3/4"CA I EM= ER DIGITAL D = 1 GALLON PER PULSE A = ALTERNATING
251T 1"CA I REGISTER E = 10 GALLONS PER PULSE N = NET I
W/OUTPUT F = 100 GALLONS PER PULSE
401.5T 1 1/2"CAI MODULE
2T = 2"IRON I G = 1000 GALLONS PER PULSE
M 3/4"-1 1/2"Sizes only H = 0.0001 ACRE FT.PER PULSE
WMR 2"Size only I = 0.001 ACRE FT.PER PULSE
P=Plastic body
CA =Copper Alloy body J = 0.01 ACRE FT PER PULSE
K = 0.1 ACRE FT.PER PULSE
ORDERING EXAMPLE:
36WMR2TER1I EEF 'Pulse rate is based on volume units.
If volume is in Acre Feet and Option D is chosen for
2"WMR Series Water Meter,ER Register, Output 1 or 2,itwill result in 1 pulse every acre foot
Volume in Gallons,Flow Rate in Gallons per Minute, of water that passes through the meter.
Pulse Output 1 is 10 Gallons per Pulse,Pulse Output 2 To convert Acre Feetto Gallons per Pulse,multiply
is 10 Gallons per Pulse,Forward Flow Direction by 325,850.
INDUSTRY'S LONGEST WARRANTY a NETAFIAIrm
GROW MORE WITH LESS
Netafim stands behind our water meters with an unprecedented
warranty-the industry's longest-three(3)years on the metering NETAFIM USA
components(register and metering assembly)and five(5)years 5470 E.HOME AVE.
on the meter body. FRESNO,CA 93727
CS 888 638 2346
www.netafimusa.com
A029M 08/15

PENTAIR
PENTEK® BIG BLUE® WITH DRAIN
FILTER H-USINGS
FOR LARGE CAPACITY,HIGH FLOW APPLICATIONS
Pentair®Pentek°Big Blue®Filter Housing with drain offers the versatility to meet
all of your large-capacity filtration needs,including high-flow and heavy-sediment
applications.The extra-large housing allows for greater cartridge capacity,
reducing the number of vessels required for high flow rate applications.Sumps
are available in both 10"and 20"lengths.
The High Flow Polypropylene(HFPP)Cap is available in 3/4", 1",or 11/2" NPT inlet
and outlet ports.All housings come complete with a 3/8"drain valve.The single
large ACME thread closure ensures quick opening and positive sealing.
FEATURES/BENEFITS
Large capacity housing suitable for high Pressure relief/bleed on inlet side of cap
flow applications
Accepts up to 4/2 diameter cartridges
Available in 10"and 20" lengths
Comes complete with 3/8"drain and
drain plug
SPECIFICATIONS
Housing-Polypropylene Temperature Rating-
40-100°F(4.4-37.8°C)
Cap- Polypropylene(HFPP)
Maximum Pressure-
Button Assembly-300-Series stainless 10": 100 psi (6.9 bar)
steel, EPDM,and polypropylene 20" :90 psi (6.2 bar)
0-Ring-Buna-N®
Ball Valve-PVC/Buna-N Seals
Drain Plug - High Density Polypropylene
FILTRATION & PROCESS I PENTEK BIG BLUE WITH DRAIN FILTER HOUSINGS

SPECIFICATIONS AND PERFORMANCE
PART# DESCRIPTION MAXIMUM DIMENSIONS INITIAL AP IPSII la FLOW RATE(GPM]
150686 3/4"#10 Big Blue®HFPP w/PR and 3/8"Sump Drain Valve 15.79"x 7.38" 2 psi[d 15 gpm
(401 x 187 mm) (0.14 bar(a 57 Lpm)
150689 3/4"#20 Big Blue HFPP w/PR and 3/8"Sump Drain Valve 26.08"x 7.38" 2 psi(a 15 gpm
(662 x 187 mm) (0.14 bar(a 57 Lpm)
150687 1"#10 Big Blue HFPP w/PR and 3/8"Sump Drain Valve 1 x 7m n 1 psi ld 15 7
(415 x x 189 mm) f0.07 bar 057 Lpm)
150690 1"#20 Big Blue HFPP w/PR and 3/8"Sump Drain Valve 26.26"x 7.45" 1 psi 0 15 gpm
(667 x 189 mm) (0.07 bar fa 57 Lpml
150688 1-1/2"#10 Big Blue HFPP w/PR and 3/8"Sump Drain Valve 16.49"x 7.45" 1 psi 0 20 gpm
(419 x 189 mm) (0.07 bar fd 76 Lpm)
1150691 1-1/2"#20 Big Blue HFPP w/PR and 3/8"Sump Drain Valve 26.78"x 7.45" 1 psi 20 gpm
(680 x 189 mm) (0.07 bar 0 76 Lpml
CAUTION:Protect against freezing to prevent cracking of the filter and water leakage.
ACCESSORIES
PART# DESCRIPTION
151039 Pressure Relief Button Kit
151122 Big Blue'0-ring
153097 #20 Big Blue Sump with 3/8"NPT Drain
153098 #10 Big Blue Sump with 3/8"NPT Drain
154167 1-1/2"Black HFPP Cap w/PR for Big Blue
144357 3/8"FNPT x 3/8"NPT PVC Ball Valve
SH144362 3/8"Drain Plug HDPE
150370 Housing Stand
►0 PENTAIR
FILTRATION&PROCESS
5730 NORTH GLEN PARK ROAD,MILWAUKEE,WI 53209
P:262.238.4400 I F:262.238.4404 I WWW.PENTAIRAOUA.COM I CUSTOMER CARE:800.279.9404
All Pentair trademarks and logos are owned by Pentair,Inc.or its affiliates.All other registered and unregistered trademarks and logos are the property of their
respective owners Because we are continuously improving our products and services,Pentair reserves the right to change specifications without prior notice.
Pentair is an equal opportunity employer.
310926 REV B MY14 ©2014 Pentair Residential Filtration,LLC All Rights Reserved.

A �•
•
0
" joy. sr
NAN
—4# ilikkommo
FIoWM ° Pleated Cartridges
Costs
For Reduced Filtration

Get more filtration for the money with Flow-Max®
pleated cartridges for high flow, long life, greater
sediment removal and reduced filtration costs.
Flow-Max filter cartridges Flow Max filter cartridges
outperform wound, spun, outperform other pleated
melt blown, resin bonded elements because our
high-
and other "depth"type filter performance filter media is
elements because our systematically produced using
cartridges are pleated to 100% synthetic fibers, with no
provide increased surface binders or additives to leave a
area and longer life. residue, foam or contaminate.
/ -
Lower pressure drop is Our filter media is dramatically
another significant thicker than other products.
advantage, using Flow-Max IP For this reason, Flow Max
pleated cartrid
ges, which _.
cartridges provide"depth"
,
allows for increased flow filtration for greater sediment
rates and the use of smaller removal, along with more
filter housings to reduce surface area with our pleated
capital equipment costs. design.
Further savings are provided • A multi-ply laminate is
because our 100% synthetic used with our sub and
filter media is cleanable, five one micron absolute
micron and up, to lower grades for longer life and
greater solids removal.
cartridge replacement costs. (See right.)
Features Benefits
Filter media is pleated for greater surface area. Low pressure drop; long life; reduced filtration costs,
compared to wound and spun cartridges.
Synthetic filter media is cellulose-free. No additives or binders, which may cause foaming.
"Thicker"filter media has a greater capacity to Increased dirt holding capacity; longer life; fewer
capture and retain particles, compared to thin, more cartridge replacements needed; and reduced filtration
rigid media types, which have less void costs, compared to other pleated cartridge suppliers.
space for particle retention.
One micron absolute and 0.35 media use a Increased particle removal efficiency; longer life; and
multi-ply laminate for superior performance. reduced cost per gallon filtered.
Long lengths have netting to hold pleats in place. Superior performance and appearance.
All cartridge types and lengths are wrapped. Provides security at no additional cost.
Full product line (types, lengths & micron ratings). Greater selection from your single source supplier!
Flow-Max®cartridges cost less to use . . . regardless what they cost to buy!

Lower pressure drop for higher flow rates 6 6 ,
Flow-Max®cartridges are pleated, so initial pressure N, _ m 4 .
drop is significantly less compared to depth cartridges, m 3 n 3 -
such a wound, spun, melt blown and resin bonded. 0 2 $2
As a result, higher flow rates are possible, reducing I $,
filter housing size requirements to lower capital ✓
equipment costs. o , 2 3 L 5 6 7 8 e ,o o , z 3 4 s G 7 9 9 ,0
FLOW(GPM) FLOW(GPM)
Depth cartridge Flow-Max`cartridge
(5 micron) (5 micron)
Use the pressure drop charts shown below to help determine the ideal flow rate for your
particular application:
1A 0.35 1
1A
1.0 1.0 10
1 Mic.
.9 .9 10' 9 0.35
.8 .8 8 1
5 -o 1 Mic.
m .7 m .7 P0• NI
20'
C 3
.1 .1 2
1
0 1 2 3 4 5 6 7 8 9 10 0 6 12 18 24 0 50 100 150
FLOW(GPM) FLOW(GPM) FLOW(GPM)
Standard cartridges(9-3/4") Full-Flow(B-B)cartridges Jumbo cartridges
Note: Pressure drop data shown above include filter housing and cartridge.
Flow rates
Maximum flow rate guidelines for Flow-Max cartridges are shown below:
Maximum Flow Rates Per Cartridge (GPM)
Micron Rating Standard Cartridge 10"Full-Flow 20"Full-Flow Jumbo Cartridge
9-3/4" 20" 29-1/4" 40 90 170
1 Absolute 3 6 9 8 12 20 40 80
0.35 Micron 4 8 12 9 13 25 50 100
1 Micron 4 8 12 10 15 30 60 120
5 Micron 7 C 14 21 15 ( 25 I 50 100 150
20 Micron 8 16 24 15 25 50 100 150
50 Micron 10 20 30 15 25 50 100 150
Note: Filter housing selection should also be considered when flow rate per cartridge is determined.
Washable & reusable
I% —
Flow-Max®cartridges are washable IIOw-ril:
and reusable, five micron and up
to reduce filtration costs. For best 1
results, direct spray into pleats
40" to dislodge sediment. Or, let
• dry and brush off filter cake I__ __
• from surface of the media. swww6+11.,
Flow-Mai Flow-ha
All Flow-Max®
,y cartridges are • •
individually shrink =__
.'':. i ,„,_„
wrapped for purity

Flow-Max® Full-Flow Cartridges
4-1/2"OD cartridges with cellulose-free filter media for water filtration applications
r
Flow M•
<" �1
Liiiiiiii
- .i
1 ; _ _ Flow-Max
Neel rirtr Carp*
Nil.Amp A Lae Of
i
l_ __ .
- - One micron absolute rated and
0.35 nominal micron cartridges
- Ideal for water filtration to remove
Cryptosporidium and Giardia cysts.
-- --- ;N Both grades utilize a multi-ply filter
P media for greater retention
efficiencies and long life.
Full-Flow B-B 4-1/2" D x - "O 9 3/4 length( ) g
Product Code Length Media Type Micron Rating Number Per Case
FM-BB-10-1A 9-3/4" Synthetic 1 Absolute 8
FM-BB-10-0.35 9-3/4" Synthetic 0.35 8
FM-BB-10-1 9-3/4" Synthetic 1 8
FM-BB-10-5 9-3/4" Synthetic 5 8
FM-BB-10-20 9-3/4" Synthetic 20 8
FM-BB-10-50 9-3/4" Synthetic 50 8
Note: Cartridges listed above fit in Full-Flow and Big-Blues filter housings.
Full-Flow (B-B) 4-1/2" OD x 20" length
Product Code Length Media Type Micron Rating Number Per Case _
FM-BB-20-1A 20" Synthetic 1 Absolute 4
FM-BB-20-0.35 20" Synthetic 0.35 4
FM-BB-20-1 20" Synthetic 1 4
I FM-BB-20-5 I 20" I _ Synthetic 5 4
FM-BB-20-20 20" Synthetic 20 4
FM-BB-20-50 20" Synthetic 50 4
Note: Cartridges listed above fit in Full-Flow and Big-Blue°filter housings.
Specifications (synthetic media for sediment)
Maximum temperature 140°F (60°C) _ Center tubes PVC
Minimum temperature 40°F (4.4°C) End caps Molded urethane 1
Maximum pressure 40 PSID Maximum flow rate, model 40 50 GPM (12M3HR)
Recommended change out 25-30 PSID Maximum flow rate, model 90 100 GPM (24M3HR)
Filter media PE & PP Maximum flow rate, model 170 150 GPM (36M3HR)
I

I
6 NETAFIMTM
WASTEWATER DIVISION
COMBINATION AIRNACUUM &
AIR VENTS CONTINUOUS ACTING AND
W
GUARDIAN AIR/VACUUM AIR VENTS
PROVEN DESIGN PROVIDES MORE AIR RELEASE APPLICATIONS
CAPACITY THAN OTHER VENTS OF SIMILAR SIZES • 1"&2"COMBINATION AIRNACUUM AND
CONTINUOUS ACTING AIR VENTS
- For discharge and intake of large volumes
\ of air at pump and filter stations,along
mains and atthe end of mainlines.
lv
111It '
- For continuous air release at high points
in pipe network or upstream of manifolds.
- Every 1,500 feet along mainlines.
■ 2"COMBINATION AIR RELEASE/VACUUM
GUARD&CONTINUOUS ACTING AIR VENT
2"COMBINATION 2"COMBINATION 1"COMBINATION '/4"&1" - Releases air at pump priming and
with Vacuum Guard AUTOMATIC maintains the prime by not allowing air
intake in long and/or undulating suction
I 11 t .,.
lines to pump stations.
- Releases entrapped air while ensuring
continuous prime at centrifugal pumps.
- Builds up siphons with air release,
maintains the siphon by continuously
releasing air and not allowing air intake.
3/4"&1" '/4"&1" 3/4"&1" 2"&3" • 3/4"&1"AUTOMATIC CONTINUOUS
AUTOMATIC GUARDIAN GUARDIAN GUARDIAN ACTING AIR VENTS
with Shrader Valve
- For high spots where air accumulates.
• 3/4"&1"CONTINUOUS ACTING/VACUUM
GUARD AIR VENTS
PRODUCT ADVANTAGES - For release of entrapped air while
• Ensures maximum protection of irrigation system with proper ensuring continuous pump prime with no
g y p p air intake in centrifugal pumps and pump
sizing and placement.
suction lines.
• Aerodynamic float design ensures vent closure as water fills - Protects mechanical seals in vertical
the system, remains open when airpressure reaches 5-12 psi
y � p pumps by not allowing air to accumulate
depending model.
p 9 on in the stuffing boxes.
• Large capacity vents dampen water hammer preventing pipes - Maintain siphons with continuous air
and fittings from cracking or bursting. release while not allowing air intake.
• Unique rolling seal feature allows gradual opening, closing • 3/4",1",2"&3"GUARDIAN AIRNACUUM
and self-cleaning. RELIEF AIR VENTS
- Commonly used downstream of valves,
• Made of corrosion-resistant reinforced UV protected nylon - primarily at manifolds,to break vacuum
no metal parts to rust or corrode,no need for spare parts. caused by system draining.
• Guardian with shrader valve is ideal for measuring local line - On sloping terrain to prevent collapsing
pressure. of pipes caused by vacuum when pipe
networks drain.
• Five year warranty. - Upstream of valves for air discharge
during system start-up.

AIR VENTS COMBINATION AIR&VACUUM FUNCTION
COMBINATION AIRNACUUM AND CONTINUOUS ACTING AIR VENT-STAGES OF OPERATION --„a 1 COMBINATI N
8
1. During start-up,the air vent discharges large volumes of air and as the system builds COMBINATION 1
pressure,the body fills with water,forcing the float upwards and closing the air vent. B
2. While the system is pressurized,the"automatic"function continuously releases a _
-1 --
accumulated air. OaseVa es _
3. At shutdown,the airvent's large opening allows air back into the system preventing the pipe R°°Ca eH°,e B
and accessories from collapsing,and preventing suction of mud and debris.
0
AUTOMATIC CONTINUOUS ACTING AIR VENT 0 Flow Rate(100CCu Ft/M,OI
STAGES OF OPERATION
1. While the system is pressurized,air accumulates in the body,systematically dropping the AUTOMATIC FUNCTION
rolling seal mechanism releasing the trapped air. 250
2. After air is released,water again enters the body and forces the float to close the air vent. I COMBINATION 200
NA I-AUTOMATIC
GUARDIAN AIR&VACUUM AIR VENTS I I50
STAGES OF OPERATION m `COM8IMATION
- 100
1. Discharges large quantities of airthrough an opening and as water enters,the float rises and o_
forces the air vent to close. 50
2. During normal flow,while the line is under pressure,the air vent remains closed.
3. As the line empties,or during a drop in pressure,the float drops down and opens the air 0 20 40 60 B0 100 120 0
vent admitting air,breaking the vacuum created by the withdrawing water and prevents the &Release lCu WAIN)
collapse of pipelines and suction of soil into driplines.
GUARDIAN AIR&VACUUM FUNCTION
COMBINATION/AUTOMATIC ORDERING,DIMENSIONS&WEIGHT
MODEL NUMBER I SIZE/MATERIAL I CONNECTION A I B I WEIGHT B
________:z4_
65ARIB2 I 2"COMBO(N) MPT 7.09" 8.23" 12.35 LBS. i ,
65ARIB2-B I 2"COMBO(NB) I MPT 7.09" 8.23" 14.75 LBS.I z 0
65ARIB2PP I 2"COMBO(N) I MPT 7.09" 8.23" 11.90 LBS.I I 2
65ARIB2-BPP J 2"COMBO(NBR) I MPT 7.09" 8.23" 13.80 LBS.I e
65ARIB2VM I 2"COMBO(NV) MPT 8.09" 8.23" 12.50 LBS.I
65ARIB1 J 1"COMBO(N) I MPT 3.93" 5.51" 0.66 LBS.I 400 200 0 zoo 400 600
Flow Rate(Cu.Ft/Mi,I
65ARIB1-B I 1"COMBO(NB) MPT 3.93" 5.51" 1.54 LBS.
65ARIB1-B I 1"COMBO(N) I MPT 3.93" 5.51" 0.65 LBS.I A
A
65ARIS075 I 3A"AUTO(N) I MPT 3.20" 5.51" 0.56 LBS.
65ARIS075VM I 3/•"AUTO(NV) I MPT 3.20" 5.51" 10.56 LBS. = " ,
j 65ARIS1 1"AUTO jNN l MPT I 295" l 5.51" 0.65 LBS.I j'
65ARIS1VM I 1"AUTO(NV) I MPT I 3.20" I 5.51" 10.66 LBS.I 9 e
i.
N=Nylon body NB=Nylon body,brass base NV=Nylon body,vacuum guard
NBR=Nylon body,brass base r 'N --
A
GUARDIAN ORDERING,DIMENSIONS&WEIGHT e e •
MODEL NUMBER SIZE CONNECTION I A I B I WEIGHT I Combination I,I Automatic
65ARIA075 3/a" MPT ,I 2.36" I 5.11" 10.22 LBS.
a
65ARIA075S 3/4"SHRADER MPT I 2.55" I 5.11" 10.44 LBS.
65ARIA100 1" MPT I 2.36" I 4.79" 10.35 LBS.
65ARIA100S 1"SHRADER MPT I 2.55" I 5.11" 10.44 LBS.
65ARIA2 2" FPT I 2.87" I 4.79" 10.44 LBS. a Guardian
65ARIA3 3" FPT I 4.10" I 6.50" 11.30 LBS.
SPECIFICATIONS1
4 NETAFIM TM
• Maximum Operating Pressures: • Pressure for Vent to Remain Open: 1
- 1",2"Nylon Combination:240 psi - 3/a"&1"Guardian:5 psi NETAFIM USA
- 1",2"Nylon Combination:150 psi - 2"Guardian:10 psi FRESNO,F 9 7 7.CA 3727
- 3A"&1"Automatic:240 psi - 3"Guardian:8 psi CS 888 638 2346
- All Sizes Guardian:150 psi - All Combination&Automatic:12 psi www.netafimusa.com
W060 03/18 ICI

7ki -........ INO
r
tool
4111. 410r,
r(0
(ISOMETRIC VIEW)
(FOR REFERENCE ONLY)
[279mm] [48mm]
11.O0in 1.90in
[140mm] SUCTION
5.50in PORT
■■ ■■
NM :: f
[86mm]
IE'I 1E121 3.38in
I PMI III ■ _ ,I„� L■ Illill r/tiv [14 33in ]
�IIIIIIII ■ �" I■� IIIII W I I. ■ II
INLET OUTLET
FLOW ►
I MODEL NO.LOCATION [48mm]
I (OPPOSITE) 1.90in (ACROSS FLATS)
1
UNLESS OTHERWISE SPECIFIED TITLE:
DIMENSIONS ARE IN INCHES AMA 1-1/2"INJECTOR;MODEL 1584-A
DRAWN: G.NOVINSazz '•
DRAWING NO.:
I DATE: 7/23/2014 1584-A
SIZE: WEIGHT: SCALE: REV.: SHEET:
APPROVED: T.JOHNS A N/A 1:3 B 2 OF 2
1
i
-- -- -- -- -- -- -- -- -- _�

Control Panel

Orenco°
Orenco® TCOM
Remote Telemetry Board
Applications Features/Unique Specifications
Orenco's line of affordable TCOM remote telemetry units give facil- To specify this panel for your installation, require the following:
ity managers,operators,and maintenance providers the ability to • Automatic call-out to e-mail capable devices during alarm conditions
remotely monitor and control the performance of mechanical equip or when panel detects trends that could lead to system failure
ment in real time. Ideal for:
• Wastewater Collection and Treatment • Ability to maintain logs for system conditions and events,such as
Motor Run Time,Motor Cycles,and Alarm Conditions
• Water Systems • Downloadable logs into a'.dif or ASCII format for simple conversion
• Environmental Monitoring to common spreadsheet or word processor programs
• Industrial Processes • No proprietary computer software needed for remote monitoring and
control.VT100 protocol allows remote access and control from any
computer modem(Mac or PC)with a simple communications program
o (e.g.Windows®HyperTerminal).
�
. �` • Bluetooth®adapter available.
•.m
s';;; • Multi-level password security to ensure that only qualified personnel
�� can remotely access site
®r y. �` i- \ ; ,'' • • Simple interface using status,reference,and control parameters
.e • }Y= r�"04 r ,., ,. ... ,n (Points).Points are viewable/editable by the operator.The following
,.,,: �,�- X � j. c2 —%. "point"types are supported:
• f:r,�4 .
•• ;:, y.. : �r" •• - Digital:on or off condition
'7t• �;.e• - °.- ',,,r 0 *'" — Analog:numeric range(±20,000,000)
• ;'` aer — Date:mm/dd/yy format
r -. •••v - — Time:24 hour clock
� •-' — Label:Text(7 character max)
o• • Program logic(rules)consists of simple conditional"If...Then"declara-
tions.Rules can be written based on several operands,including the
Orenco-TeleComm'"(TCOMJ ATRTU-NET remote telemetry board following:
— Input/Output status
— Point status
Two (2) Control Panels Required: - Date:mm/dd/yy format
-One for Main Treatment - Time of day:24 hour clock
-One for STEP Collection System - Timers
— Historical data(allows for control optimization or detection of trends)
• Schedule Functions to control digital"Points"based on date or day
of week/time
• Automatic daylight savings time adjustment
• Optional graphical interface software to view system status and permit
interactive system control
• Ability to upload new programming remotely
• Ability to upload firmware updates remotely
Orenco Systems Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-CP-TCOM-1
Rev.1.2,©09/14
Page 1 of 2

Orenco Technical Data Sheet
Model: ATRTU-NET
Hardware Specifications Firmware Specifications
Physical Size Safety Features
• 5.75"x 8.0" • Non-volatile memory backup of program
Terminations • Lithium battery backup of data and program settings(1-year storage
• Removable terminal blocks with screw compression terminals without power)
• Acce is 16 to 22 AWG solid or stranded wires • Hardware Watchdog Timer to restart system in the event of a program
P
corruption
Digital Input Features • Battery backup to allow continued monitoring and alarm functions dur-
• Eight inputs ing power outage(optional)
• Discrete or pulse(25 pulse/sec maximum) Logs
• Self-powered:24 VDC at 10 mA maximum • Activity log(a minimum of 2048 defined digital events)
• Yellow LED input indicators • Alarm log(up to 240 board-level events)
• Optically isolated • Custom designed user logs for recording flow, level,alarms,etc.(up
• Expandable to 16 inputs with expansion board to 32 individual logs,with a total of 65,472 logged data points)
Analog Input Features • Maintenance log(up to 64 entries of 60 characters)
• Eight inputs Control Parameters(Points)
• Expandable to 16 inputs with expansion board • 672 available control parameters
• 0-5 VDC input signal,or 4-20 mA input with jumper) Program Logic(Rules)
• Linear or 10k ohm thermistor scaling • 800 available rules
• 12-bit analog-to-digital resolution Schedules
Digital Output Features • 64 available events(time and day or date-based)events
• Eight outputs Alarm Callout Capability(Mailboxes)
• Expandable to 16 outputs with expansion board • 16 destinations(mailboxes) available for alarm event notifications
Analog Output Features • E-mail capable(POP3/SMTP e-mail server required)
• Two outputs Networking Protocols
• 4-20 mA output signal • Ethernet
• 10 bit digital-to-analog resolution a. Modbus TCP-capable(permits peer-to-peer communications,
Communication Ports up to 16 peers)
• RS-232 port—9 pin(Bluetooth adapter available) b. HTTP Web server-capable
• On-board modem:33.6-k baud(RJ11 phone jack) c.TELNET text terminal compatible
• Ethernet port(10 base T,RJ45 jack) • Serial modbus(permits our controller to act as master or slave)
• Serial modbus port(RS422/485 terminals)
a.As"master,"modbus permits connection to off-the-shelf, non
Sensor/External Relay Power Supply proprietary devices that support modbus protocols.Can control
• 5 VDC,30 mA maximum and monitor up to 32 clients.
• 24 VDC,350 mA maximum b.As"slave,"modbus permits connection to and communication
with modbus servers.
Power Requirements
• 24 VDC, 1.2 A
Environment
• 32° F to 122° F(0° C to 50°C)
• 5%to 95% RH,non-condensing
NTD-CP-TCOM-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.1.2,m 09/14
Page 2 of 2

r -
- 4X6 TREATED POST
$I — MOUNT PANEL DIRECTLY
CONTROL TO POSTS OR TO ALUMINUM PLATE
PANEL (GRIND OFF PROTRUDING SCREWS)
0000
SINGLE 0
CONDUIT \ ' I��
(no splices)
2X4 TREATED - SECURE
CONDUIT WITH 4 - 3 2" DECK SCREWS
SUPPORT
3' PER POST
RISER OR
CORRUGATED PIPE
COVER CONDUIT ' o
ggggggs GRAVEL
MINIMUM 18"
TO SYSTEM P d TO SYSTEM
TO POWER SOURCE
ALL CONDUIT
INSTALL I TO BE 1 2 " (min)
MULTIPLE
CONDUITS AS
NEEDED I ! 17 4' BURIAL DEPTH
MINIMUM
LL
o.
Control Panel Detail

Technical Data SheetCO
Float Switch Assemblies Incorporated
o >.ftm.
800148-9843
Applications General
Float switches are used to signal liquid level positions for alarm All models listed are UL listed and CSA certified for use in water
and pump control applications.Orenco float switch assemblies or sewage.Model"A"floats are also CE certified for sale in
can be mounted in pump vaults,effluent screens,pump basins, European Union countries.Non-mercury floats(models B,C,D,
and risers. L,N,P,V and X)are used where components containing mercury
are prohibited.
O T Floats are typically ordered in assemblies that include one or more
floats mounted on a 1-inch PVC float stem.ABS float collars are
On Float collar used to provide secure mounting that is easily adjustable.
• X
Standard Models ,I'EP and Pump Tank
3
Set point - -® c{�� A, B, C, D,G,L, N, P,T,V,X v1F 1 P-20, MF 1 B-20
Flow EQ, Discharge
Nomenclature MF P-20
Off MF_--- - - T
Float tether I Cadlength:
Blank = 10-ft(3-m),standard
20 = 20-ft(6-m)
30 = 30-ft(9-m)
50 = 50-ft(15-m)
® 4 Nut
Application:= field set
FTL = elbow-style(Biotube base-inlet filters on N)
PB = pump basin
V = pump vault(factoy standard float settings)
VC = pump vault(specify float settings)
Float stem Stern length:
Blank= no stem,floats on collars only
19,21,27,33,37,39,45,51,57,66=stem length,inches
5,11 =stem length,inches(for elbow-style float brackets)
Color code:
Blank = no color
B = blue(pump on)
G = green(pump or override timer on/off)
® �, • P = purple fag pump on/enable)
R = red(pumps/timer on/off)
W = white(redundant off,low level alarm)
Y = yellow(high level alarm)
YG = yellow-green(Ngh level alarm,override timer on/off)
YP = yellow-purple(high level alarm,lag pump on/enable)
Float switch models:
A,B,C,D,G,L,N,P,,T,V,X
Number of float switches(when using multiples of same float switch model)
Blank=no float collar
The "On"and"Off"positions describe normally open floats. Mechanical or mercury float switch assembly
For normally closed floats,the functions are reversed.
Nomenclature Examples
Floats are listed in order from the top of the float stem down.An
MFAB indicates one "A"float and one"B"float;an MF3AT indi-
cates three"A"floats and one "T"float
Materials of Construction
Float housing Impact-resistant,noncorrosive PVC plastic for use in liquids up to 140°F(60°C)
Float cord Flexible 2-conductor(UL,CSA)SJOW;water-resistant(CPE);neoprene coating
Float collar ABS
©2011 Orenco Systems®Inc. NTD-MF-MF-1
Rev.1.0,©01/11
Page 1 of 2

Float Switch Assemblies
Signal- and Motor-Rated Float Switch Matrix
Float State Type2 IR3 Volts Amps hp Tether X Y Drawdown4
Signal-rated mercury fl i. (for control switch applications)
A Modela Normally open Mercury Yes n/a n/a n/a 2.00 in. n/a n/a n/a
T Model Normally closed Mercury Yes n/a n/a n/a 2.00 in. n/a n/a n/a
Signal-rated mechanical floats5(for control switch applications)
L Modela Normally open Mechanical Yes n/a n/a n/a 2.00 in. 1.50 in. 1.50 in. 3.00 in.
1 N Modelb Normally closed Mechanical No n/a n/a Na 2.00 in. 1.50 in. 1.50 in. 3.00 in.
P Model Normally open Mechanical No n/a n/a n/a 2.00 in. 1.50 in. 1.50 in. 3.00 in.
V Modela Normally open Mechanical,small drawdown Yes n/a Na n/a 2.00 in. <1 in. <1 in. <1 in.
X Model Normally closed Mechanical,small drawdown Yes n/a n/a n/a 2.00 in. <1 in. <1 in. <1 in.
Motor-rated floats5(for pump switch applications)
B Modelb Normally open Mechanical No 120V 13A 1/2 hp 2.00 in.c 2.50 in. 1.50 in. 4.00 in.
240V 13A 1 hp 3.00 in. 3.00 in. 1.50 in. 4.5 in.
4.00 in. 3.25 in. 1.50 in. 4.75 in.
C Modelb Normally open Mechanical No 120V 13A 1/2 hp 2.00 in. 3.00 in. 2.50 in. 5.50 in.
240V 15A 2 hp 3.00 in.c 3.50 in. 3.00 in. 6.50 in.
4.00 in. 4.00 in. 3.50 in. 7.50 in.
5.00 in. 4.50 in. 4.00 in. 8.50 in.
6.00 in. 5.25 in. 4.25 in. 9.50 in.
D Modelb Normally open Mechanical No 120V 15A 3/4 hp 2.00 in.c 3.00 in. 2.50 in. 5.50 in.
240V 15A 2 hp 3.00 in. 3.50 in. 3.00 in. 6.50 in.
4.00 in. 4.00 in. 3.50 in. 7.50 in.
5.00 in. 4.50 in. 4.00 in. 8.50 in.
6.00 in. 5.25 in. 4.25 in. 9.50 in.
G Model Normally open Mercury Yes 120V 15A 3/4 hp 2.00 in. 1.50 in. 3.00 in. 4.50 in.
240V 15A 2 hp 3.00 in.c 1.75 in. 3.00 in. 4.75 in.
4.00 in. 2.00 in. 3.50 in. 5.50 in.
a.Suitable for use with VCOM and MVP.
b.Suitable for use with potable water.
c.Standard tether length
Notes
1 State:normally open or normally closed 4 Drawdown
The default state of a float-normally open or normally closed-refers to the Drawdown(in inches)refers to the difference in liquid level between a float
contact positions in the float when the float is resting(down).Float switches switch's activation and deactivation points.Drawdown can be altered by
have an internal contact.The terms"normally open"(N/O)and"normally adjusting the tether length of the float switch cord.When selecting float
closed"(N/C)refer to the state of the float switch contact in the down position. switches,keep in mind that any float switch that can directly start and stop
A normally open float switch has an open contact(off)in the down position and a pump(one that has no motor contactor in the control panel)should have a
a normally closed float switch has a closed contact(on)in the down position. drawdown capability,to avoid rapid cycling of the pump.
Different panel functions require different types of float switches.Most appli- 5 Signal-rated or motor rated
cations require float switches that are normally open.One notable exception is Every float has a maximum amount of current it can handle.Exceeding these
the redundant off and low-level alarm function that requires a normally closed limits may cause premature failure.Signal-rated or""control"floats are used
float switch,except with MVP and VCOM panels.
to activate pump control panels and alarms.Only low amperage signals pass
2 Type through these float switches,hence the float switch is"signal-rated."All
Floats have mechanical or mercury contactor types.The important distinction Orenco panels that use motor contactors can use signal-rated float switches.
between these is that mercury floats are not rated for potable water. In some systems,a float switch is used to directly start and stop a pump.In
3 IR(intrinsically safe relay) this application,the current that is running the pump passes through the float
switch as well,and the float switch must be"motor-rated."In most instances,
Approved for use with intrinsically safe,Class I,Division 1 applications,where a motor-rated float switch can be used as a signal float switch.
reliable float switch operation with very low current is required.
NTD-MF-MF-1 ©2011 Orenco Systems®Inc.
Rev.1.0,©07/11
Page 2 of 2

6. Inspection Documentation

Engineers and Soil Scientists
Agri-Waste Technology, Inc.
Replacement Wastewater Treatment System
501 N. Salem Street, Suite 203 Construction Inspection Form
Apex, North Carolina 27502 T3T Cranbrook, LLC
919-859-0669
www.agriwaste.com Cranbrook Village Mobile Home Park
Please consider the following information when installing this Waste Water Treatment System and preparing the
information required for the final Engineer Certification. Construction Inspections and a Final Inspection (by the
certifying Professional Engineer) will be required during the system installation. Construction Inspection will be
during the system installation and the Final Inspection will be following the system installation. Please note that
representatives from the North Carolina Department of Environmental Quality may also attend or inspect the system
installation. The installation inspections shall be coordinated with Agri-Waste Technology,Inc.(AWT)at 919-859-
0669. The system installer should provide(AWT)at least 48 hours notice when scheduling an inspection.
Construction Inspections
The construction inspections shall be scheduled during system installation. Coordination shall
be made with AWT such that the following can be inspected:
_STEP Tank NE Cluster Tank Risers _AX-Max Unit Size
_STEP Tank E Cluster _Tank Lids _AX-Max Unit Location
_STEP Tank SW Cluster _Safety Nets _Discharge Line
_Septic Tk NW Cluster _Effluent Filter _Treatment Pod Size
_Pump Tk NW Cluster _Outlet Pipe _Tank Testing**
Flow EQ Tank _BioTube Pump Vaults _Tank Bases
Tank Testing
Tank Start Pressure End Pressure Time Period Pass/Fail
STEP Tank NE
STEP Tank E
STEP Tank SW
Septic Tank NW
Pump Tank NW
Flow EQ Tank
• Installer to provide documentation of tank testing and document results.
• Photographs of the construction progress shall be taken by the inspector.
Comments:
Installer Name and Signature
Date of Inspection
Inspector Name and Signature

7.ngineers and Soil Scientists
Agri-Waste Technology, Inc. Replacement Wastewater Treatment System
501 N. Salem Street, Suite 203 Construction Inspection Form
Apex, North Carolina 27502 T3T Cranbrook, LLC
919-859-0669
www.agriwaste.com Cranbrook Village Mobile Home Park
Final Inspection
The Final inspection shall be scheduled at the completion of the system installation. The
following activities shall be accomplished prior to final inspection;
• Complete system installation.
• Final grading and stabilization.
• Electrical connections made.
• Water in tanks to operate system.
The following items shall be verified and approved bythe inspector at the final inspection:
PP P P
Final Site Grading _Tank Lids Installed _UV Unit Operational
Float Switch Elevations _Safety Nets Installed _Control Panel Oper.
Effluent Filter _Pumps Operational _Spin Filter
Flow Meter _ 5 Micron Filter _ Sampling Port
Venturi _UV Monitor _Air Relief
Discharge Point
Comments:
Inspector Name and Signature Date of Inspection
Installer Name and Signature

Engineers and Soil Scientists
Agri-Waste Technology, Inc. Replacement Wastewater Treatment
501 N. Salem Street, Suite 203 System
Apex, North Carolina 27502
919-859-0669 Installer Certification
www.agriwaste.com T3T Cranbrook, LLC
Cranbrook Village Mobile Home Park
Installer Certification:
I (Installer Company and Name)
certify that the installation of the (Project Name)
was under my direct supervision. Further, to the best of my abilities,
due care and diligence was used in the construction such that the system
was built within substantial compliance and intent of the approved plans
and specifications. Any deviation (to the extent there were deviations)
from the approved plans is noted below.
Comments:
Installer Name and Signature
Date of Certification