WQ0015931_Modification_20220810

Non-Discharge Branch Upload/Submittal Form �.
NORTH CAROLINA
EnWrvnmenfol Quoity
Version 2-Revised June 23,2020
Initial Review
Reviewer Thornburg,Nathaniel D
Is this submittal an application?(Excluding additional information.)*
Yes No
Permit Number(IR)* WQ0015931
Applicant/Permittee TNGC Charlotte LLC
Applicant/Permittee Address 5600 Lakeview Road,Charlotte,NC 28269
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Organization
Facility Name Trump National Golf Club Charlotte WWTP
County Iredell
Fee Category Fee Amount $395
Is this a complete application?*
Yes No Complete App Date 08/10/2022
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type(if non-application)
Email Notifications
Does this need review by the hydrogeologist?* Yes No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal,confirmation of receipt,and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* David DeCaron
Email Address* Phone Number*
[e-mail] 7046647888
Project Information
Application/Document Type* New(Fee Required) Modification-Minor
Modification-Major(Fee Required) Renewal
Renewal with Major Modification(Fee GW-59, NDMR,NDMLR, NDAR-1,
Required) NDAR-2
Annual Report Residual Annual Report
Additional Information Change of Ownership
Other
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High-Rate Infiltration
Other Wastewater Reclaimed Water
Closed-Loop Recycle Residuals
Single-Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0015931
Has Current Existing permit number
Applicant/Permittee* TNGC Charlotte LLC
Applicant/Permittee Address* 5600 Lakeview Road,Charlotte,NC 28269
Facility Name* Trump National Golf Club Charlotte WWTP
Please provide comments/notes on your current submittal below.
Application is for major modification to remove the old extended aeration treatment plant and
install a new flow equalization tank with Orenco AX-Max Treatment Units.No modifications to
storage or irrigation.Just treatment.
All PDF documents are in in one file starting with cover letter.Prefix on page number on PDF
corresponds with requested set of documents.Check will be put in mail today.
At this time,paper copies are no longer required.If you have any questions about what is required,please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form,Engineering Plans,Specifications,Calculations,Etc.)
TNGC Application 6-16-22-Sealed.pdf 26.22MB
Upload only 1 PDF document(less than 250 MB).Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre-review until the fee(if required)has been received by the Non-
Discharge Branch.Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality(NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order(as specified by the application).
Mail payment to:
NCDEQ—Division of Water Resources
Attn:Non-Discharge Branch
1617 Mail Service Center
Raleigh,NC 27699-1617

Signature
Submission Date 7/25/2022

PIEDMONT DESIGN ASSOCIATES, P.A.
125 East Plaza Drive, Suite 101 Engineering
Mooresville, NC 28115 Surveying
Telephone[phone] Fax[phone] Planning
Email: [e-mail]
NCBELS License No: C-1007
June 16,2022
North Carolina Department of Environment&Natural Resources
Division of Water Resources
Water Quality Permitting Section
Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Treatment Change Request
Trump National Golf Club Charlotte, LLC
The Village at the Point Permit No. WO0015931
Mooresville, Iredell County, North Carolina
To Whom It May Concern:
The purpose of this letter is to request a change of treatment at the aforementioned WVVTF and disposal
system. Currently the system is permitted to treat and dispose of 25,000 gallons per day (12,500 gallons per
day with spray irrigation and 12,500 gallons per day with land applied drip irrigation). Historical data shows that
the system is running well below capacity per previous permit. The current age of the system has the current
ORC of the system and the Manager or the Golf Course at a crossroad on whether to keep on with ongoing
costs of maintenance or replace the current treatment plant. Currently, the ORC, Mr. Brandon Long with TCW
Wastewater is proposing to the Owner that a new system and technology will, in time, reduce the cost due to
lower operating costs, less frequent visits and less upkeep with fewer moving parts in this system.
This application package is a request to change out the existing extended aeration plant, clarifiers and chlorine
contact chamber to a septic tank with flow equalization on the back end to textile filters, tertiary treatment with
tire chip upflow and settling chamber to the existing disposal system. There will be no changes to the collection
system to the system. The drip fields and spray fields will remain unchanged and no reductions in size or
modifications with these components of the system are requested at this time.
The items that we have included in this submittal are as follows:
• This cover letter.
• $395 review permitting fee since this is considered to be a major modification of the current permit.
• Completed WWIS 06-16 application and certification signed by Donald L. Munday, PE and Brandon
Long,Authorized Representative and ORC.
• Documentation that the Applicant is authorized to do business in the State of North Carolina.
• Copy of Deed showing ownership of property
• No Soils Evaluation is required since this submittal does not include new irrigation sites.
• No Agronomist's Evaluation is required since there are no new irrigation sites or new crops for existing
irrigation sites.
• No Hydrogeologic Report is required since no additional flow is added to the system.
• No Water Balance is required since there will be no new irrigation sites, changes in flow or storage.
• The Engineering Plans that have been prepared by Donald Munday, PE have been included with this
submittal.
• The Engineering Specifications that have been prepared by Donald Munday, PE have been included
with this submittal.
• The Engineering calculations prepared by Donald L. Munday, PE have been included with this
submittal.
• The site map (Existing Conditions Plan)that has been prepared by LDSI, Inc. has been included with
this submittal in the plan set.

• There is no power reliability plan submitted, however, there is an existing generator on site that was
originally sized to handle all the existing equipment that is currently still in operation. The power
required to operate the new system at full load is substantially less than existing system.
• The existing O&M Plan that is currently in place has been modified to omit the existing treatment
equipment and include the new equipment. Irrigation disposal will be the same operation as previously
permitted.
• The most recent permit that was issued has been included in this submittal.
We hope that this cover letter will addresses any of your concerns regarding this project. If you have any further
questions, comments or concerns, please feel free to contact us at(704)664-7888.
Yours truly,
PIEDMONT DESIGN ASSOCIATES, P.A.
ef
Donald L.Munday,P.E.
NC Registration No. 17327
President
cc. Brandon Long, ORC,TCW Wastewater Management, Inc.

State of North Carolina
mor— 1111111111111111 � Department of Environmental Quality
11111111111 ::::j f Division of Water Resources
15A NCAC 02T.0500—WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM:WWIS 06-16& SUPPORTING DOCUMENTATION
Plans,specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H.0400(if necessary),15A
NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non-Discharge Permitting Unit website
General—When submitting an application to the Water Quality Permitting Section's Non-Discharge Permitting Unit,please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted,the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter(All Application Packages):
E List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
E Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Project Fees.
C. Wastewater Irrigation Systems(FORM:WWIS 06-16)Application(All Application Packages):
E Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions,attachments to the application may be made,as long as the attachments are numbered to correspond to the
section and item to which they refer.
❑ If the Applicant Type in Item I.2. is a corporation or company,provide documentation it is registered for business with the
North Carolina Secretary of State.
E If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
E The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
E The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
E The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification,use the Non-Discharge System Renewal(FORM:NDSR) application.
D. Property Ownership Documentation(All Application Packages):
> Per 15A NCAC 02T .0504(f), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
E Legal documentation of ownership(i.e., GIS,deed or article of incorporation),or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map,or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16& SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation(All Application Packages that include new irrigation sites):
❑ Per 15A NCAC 02T .0504(b)and the Soil Scientist Evaluation Policy,submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Provide all soil boring logs performed at the site.
❑ Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑Acidity ❑ Exchangeable sodium percentage(by calculation) ❑Phosphorus
❑Base saturation(by calculation) ❑ Magnesium ❑Potassium
❑Calcium ❑ Manganese ❑ Sodium
❑Cation exchange capacity ❑Percent humic matter ❑Zinc
❑Copper ❑pH
➢ Saturated hydraulic conductivity (KsAT)data that shall include at a minimum:
❑ A minimum of three KSAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
❑ All KSAT tests shall be conducted in areas representative of the site.
❑ All KSAT tests shall be run until steady-state equilibrium has been achieved.
❑ All collected KSAT data shall be submitted,including copies of field worksheets showing all collected readings.
❑ Submit a soil profile description for each KSAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
❑ A brief summary of each map unit and its composition and identification of minor contrasting soils.
❑ Maximum irrigation precipitation rate(in/yr)for each soil/map unit within the proposed irrigation areas.
❑ Seasonal irrigation restrictions,if appropriate.
❑ Identification of areas not suitable for wastewater irrigation.
❑ Recommended geometric mean KSAT rate to be used in the water balance for each soil/map unit based upon in-situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation,review
of collected onsite data,minor amounts of contrasting soils and the nature of the wastewater to be applied.
❑ Recommended annual hydraulic loading rate(in/yr)for each soil/map unit within the proposed irrigation areas based
upon in-situ KSAT measurements form the most restrictive soil horizon.
NOTE—If the soil evaluation was performed more than one year prior to the submittal of this application package,a statement shall
be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation(All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
❑ Per 15A NCAC 02T.0504(i),submit an agronomist evaluation that has been signed,sealed and dated by a qualified professional
and includes at a minimum:
❑ Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
❑ Plant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
❑ Historical site consideration,soil binding and plant uptake of phosphorus.
❑ Seasonal irrigation restrictions,if appropriate.
❑ A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
❑ Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: WWIS 06-16& SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydrogeologic Report(All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e),the Hydrogeologic Investigation and Reporting Policy,the Groundwater Modeling Policy and
the Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed,sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock,whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description,based on field observations of the site,of the site topographic setting,streams,springs and other groundwater
discharge features,drainage features, existing and abandoned wells,rock outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table(SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and hydrogeologic
features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors,groundwater discharge features,
and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance(All Application Packages that include new or modified irrigation sites,changes in flow or changes in storage):
❑ Per 15A NCAC 02T .0504(k) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments,and uses a variable number of days per month.
❑ Precipitation based on the 80t1 percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration(PET)using the Thornthwaite method,or another approved methodology,using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in-situ KSAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10%(unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of irrigation for crop removal.
NOTE—Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
I. Engineering Plans(All Application Packages):
® Per 15A NCAC 02T .0504(c)(1),submit standard size and 11 x 17-inch plan sets that have been signed,sealed and dated by a
North Carolina licensed Professional Engineer,and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow,recycle/return,aeration,chemical,electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers,mixers,diffusers,flow meters,etc.),as well as their dimensions and elevations.
® Details of all piping,valves,pumps,blowers,mixers,diffusers,recording devices,fencing,auxiliary power,etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence,and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases,drains,control valves,highest irrigation nozzle/emitter,etc.
® For automated irrigation systems,provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases(e.g.,FOR REVIEW ONLY,NOT
FOR CONSTRUCTION, etc.)that indicate they are anything other than final specifications. However,the plans may be
labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
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J. Specifications(All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer,and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms,liner material,etc.
® Site Work(i.e.,earthwork,clearing,grubbing,excavation,trenching,backfilling,compacting,fencing,seeding,etc.)
® Materials(i.e.,concrete,masonry,steel,painting,method of construction,etc.)
® Electrical(i.e.,control panels,transfer switches,automatically activated standby power source,etc.)
® Means for ensuring quality and integrity of the finished product,including leakage,pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases(e.g.,FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations(All Application Packages):
® Per 15A NCAC 02T .0504(c)(3),submit engineering calculations that have been signed,sealed and dated by a North Carolina
licensed Professional Engineer,and shall include at a minimum:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1.were determined.
® Sizing criteria for each treatment unit and associated equipment(i.e.,blowers,mixers,flow meters,pumps,etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units,pumps,blowers,mixers,diffusers,flow meters,irrigation system,etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
® A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor,and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility-related structures and fences within the wastewater treatment,storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs,lakes,ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and.0108,and 15A NCAC 02T .0506(c)
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment,storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment,storage and irrigation sites.
NOTE—For clarity,multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan(All Application Packages):
® Per 15A NCAC 02T .0505(1),submit documentation of power reliability that shall consist of at a minimum:
® An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions,OR
® Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists,and
❑ Can tolerate septic wastewater due to prolonged detention.
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N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T.0507,submit an operation and maintenance(O&M)plan encompassing all wastewater treatment,storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment,storage and irrigation systems.
® Safety measures,including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses,including how to control,contain and remediate.
® Contact information for plant personnel,emergency responders and regulatory agencies.
NOTE—A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116,however,a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan(All Application Packages with new,expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02T .0504(j)and.0508,submit a Residuals Management Plan that shall include at a minimum:
® A detailed explanation of how 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.
® 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.
® If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected,handled,processed,stored and disposed.
NOTE—Per 15A NCAC 02T.0505(o),a minimum of 30 days of residual storage shall be provided.
NOTE—Per 15A NCAC 02T.0504(j),a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application,however,it shall be provided prior to operation of any
permitted facilities herein.
NOTE —If an on-site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T.0115(a)(1)and.0504(g),provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and irrigation system,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e.,compliance schedules,permit description,monitoring,permit conditions,etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC O1 C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document(i.e.,Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8),provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
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P. Additional Documentation(continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c),submit the properly executed Operational Agreement(FORM:HOA).
❑ Per 15A NCAC 02T .0115(c),submit the proposed or approved Articles of Incorporation,Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b),submit the properly executed Operational Agreement(FORM:DEV).
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
❑ Per 15A NCAC 02T.0105(c)(10),submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and irrigation facilities.
❑ If the facility directly impacts such species,this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis(All Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .0504(h),provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters(For new facilities,an analysis from a similar facility's effluent is acceptable):
❑Ammonia Nitrogen(NH3-N) ❑Nitrate Nitrogen(NO3-N) ❑ Total Organic Carbon
❑Calcium ❑pH ❑ Total Phosphorus
❑Chemical Oxygen Demand(COD) ❑Phenol ❑ Total Trihalomethanes
❑Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑Fecal Coliform ❑ Sodium Adsorption Ratio(SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand(BOD5) ❑ Total Dissolved Solids
❑Magnesium ❑ Total Kjeldahl Nitrogen(TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16& SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
�s"« �� .... �� �1 Department of Environmental Quality
I /` Division of Water Resources
15A NCAC 02T.0500—WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM:WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: TNGC Charlotte,LLC
2. Applicant type: ❑Individual ® Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑ Federal ❑ State ❑Municipal ❑ County
3. Signature authority's name: Brandon Long per 15A NCAC 02T .0106(b) Title: ORC
4. Applicant's mailing address: 5600 Lakeview Road
City: Charlotte State:NC Zip: 28269-
5. Applicant's contact information:
Phone number: [phone] Email Address:[e-mail]
II. FACILITY INFORMATION:
1. Facility name: Trump National Golf Club, Charlotte WWTF
2. Facility status: Existing
3. Facility type: Major(> 10,000 GPD or>300 disposal acres)
4. Facility's physical address: 2016 Brawley School Road
City: Mooresville State:NC Zip: 28117- County:Iredell
5. Wastewater Treatment Facility Coordinates(Decimal Degrees): Latitude: 35.3151° Longitude: -80.5520°
Datum: NAD83 Level of accuracy:Nearest second Method of measurement: Geodetic quality GPS survey
6. USGS Map Name: Lake Norman North
III. CONSULTANT INFORMATION:
1. Professional Engineer: Donald L Munday License Number: 17327 Firm:Piedmont Design Associates,PA
Mailing address: 125 East Plaza Drive, Suite 101
City: Mooresville State:NC Zip: 28115-
Phone number: [phone] Email Address: [e-mail]
2. Soil Scientist: Toney Jacobs License Number: 1063 Firm: Jacobs On-Site Development,Inc.
Mailing address: 168 Broadbill Drive
City: Mooresville State:NC Zip: 28117-
Phone number: [phone] Email Address: [e-mail]
3. Geologist: License Number: Firm:
Mailing address:
City: State: Zip: -
Phone number: ( )= Email Address:
4. Agronomist: Toney Jacobs Firm: Jacobs On-Site Development,Inc.
Mailing address: 168 Broadbill Drive
City: Mooresville State:NC Zip: 28117-
Phone number: [phone] Email Address: [e-mail]
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS—15A NCAC 02T.0100:
1. Application type: ®New ❑ Major Modification ❑ Minor Modification
If a modification,provide the existing permit number:WQ0015931 and most recent issuance date:November 13,2012
2. Application fee: $395 - Standard-Major Facility -Major Mod
3. Does this project utilize public monies or lands? ❑Yes or®No
If yes,was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or❑No
If yes,which final environmental document is submitted? ❑ Finding of No Significant Impact or❑Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification Date Date Permit/Certification Agency Reviewer
Submitted Approved Number
Collection System(Q>200,000 GPD) N/A-Previously Approved
Dam Safety N/A
Erosion&Sedimentation Control Plan N/A-Less than 1 Acre Disturbed
Nationwide 12/Section 404 N/A
Pretreatment N/A
Sewer System N/A
Stonnwater Management Plan N/A
Wetlands 401 N/A
Other:
5. What is the wastewater type? ® Domestic or Industrial(See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? Ill or❑No
> Has a wastewater chemical analysis been submitted? ❑ Yes or❑No
6. Wastewater flow: 25.000 GPD
Limited by: ❑ Treatment, ❑ Storage, ® Field Hydraulics, ❑Field Agronomics or❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ® 15A NCAC 02T .0114 or❑Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes or❑No
Establishment Type Daily Design Flow a No.of Units Flow
Commercial/Village Area 25,000 gal/day 1 25,000 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 25,000 GPD
a See 15A NCAC 02T .0114(b), (d),(e)(1)and(e)(2),for caveats to wastewater design flow rates(i.e.,minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS—15A NCAC 02T.0100(continued):
8. What is the nearest 100-year flood elevation to the facility?760.2 feet mean sea level. Source:NAVD88
Are any treatment,storage or irrigation facilities located within the 100-year flood plain? ❑ Yes or®No
H
If yes,which facilities are affected and what measures are being taken to protect them against flooding?
If yes,has the Applicant submitted written documentation of compliance with 143 Article 21 Part 6? ❑Yes or❑No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ❑ Yes or®No
10. Does the facility have a proposed or existing groundwater monitoring well network? ❑ Yes or®No
If no,provide an explanation as to why a groundwater monitoring well network is not proposed: Never installed
If yes,complete the following table(NOTE—This table may be expanded for additional wells):
Well Name Status Latitude a Longitude a Gradient Location
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
Select - . Select Select
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
11. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, No or EN/A
12. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been submitted?
❑ Yes, No or EN/A
13. If the Applicant is a Home/Property Owners'Association,has an Association Operational Agreement(FORM:HOA)been
submitted? ❑Yes, No or®N/A
14. Demonstration of historical consideration for permit approval— 15A NCAC 02T .0120:
Has the Applicant or any parent,subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or®No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or®No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or®No
d. Is non-compliant with an existing non-discharge permit,settlement agreement or order? ❑ Yes or®No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or®No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA—15A NCAC 02T.0505:
1. For the following parameters,provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations,and utilized in the Agronomic Evaluation and Groundwater Modeling(if
applicable):
Parameter Estimated Influent Concentration Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen(NH3-N) 25 mg/L 4 mg/L
Biochemical Oxygen Demand(BOD5) 200-250 mg/L 10 mg/L
Fecal Coliforms 14 per 100 mL
Nitrate Nitrogen(NO3-N) mg/L mg/L
Nitrite Nitrogen(NO2-N) mg/L mg/L
Total Kjeldahl Nitrogen mg/L
Total Nitrogen mg/L mg/L
Total Phosphorus mg/L mg/L
Total Suspended Solids(TSS) mg/L 5 mg/L
2. Is flow equalization of at least 25%of the average daily flow provided? ®Yes or❑No
3. Does the treatment facility include any bypass or overflow lines? ®Yes or❑No
If yes,describe what treatment units are bypassed,why this is necessary,and where the bypass discharges: overflow from 5
day to wet weather storage.No bypass lines
4. Are multiple pumps provided wherever pumps are used? ® Yes or❑No
If no,how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
® Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ 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;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain,are there water-tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑No or®N/A
7. In accordance with 15A NCAC 02T .0505(o),how many days of residuals storage are provided?
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities?Chainlink Fence
9. If an influent pump station is part of the proposed facility(i.e.,within the wastewater treatment plant boundary),does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ® Yes, ❑No, ❑N/A—To be permitted
separately,or❑N/A—Gravity fed
10. If septic tanks are part of the wastewater treatment facility,do the septic tanks adhere to the standards in 15A NCAC 18A
.1900?®Yes, ❑No or❑N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA—15A NCAC 02T.0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY/PRIMARY TREATMENT(i.e.,physical removal operations and flow equalization):
Treatment Unit No.of Manufacturer or Dimensions(ft)/ Volume Plan Sheet Specification
Units Material Spacings(in) (gallons) Reference Reference
Septic Tank 1 Fiberglass 42'x7.5' 15,128 U-4 4
Flow Equalization 1 Fiberglass 42'x7.5' 15,128 U-4 4
Primary Sand Filter 1 Fiberglass 42'x7.5' 15,128 U-5 4
Grease Trap 1 Ex.Precast 10.5x5x6 2,000 N/A N/A
Select
b. SECONDARY/TERTIARY TREATMENT(i.e.,biological and chemical processes to remove organics and nutrients)
No.of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Units Material Dimensions(ft) (gallons) Reference Reference
Secondary Sand Filter 1 Orenco 42'x7.5' 15,128 U-6 6
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
No.of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Units Material Dimensions(ft) (gallons) Reference Reference
Ultraviolet Sanitron 4.35'x0.54'x0.92' 40 GPM U-6 7
Select
➢ If chlorination is the proposed method of disinfection,specify detention time provided: minutes(NOTE—30
minutes minimum required),and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet(UV)light is the proposed method of disinfection,specify the number of banks: 2 number of lamps per
bank: 1 and maximum disinfection capacity:40 GPM.
d. RESIDUAL TREATMENT
No.of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Units Material Dimensions(ft) (gallons) Reference Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA—15A NCAC 02T.0505 (continued):
e. PUMPS
Location No.of Purpose Manufacturer/ Capacity Plan Sheet Specification
Pumps Type GPM TDH Reference Reference
Flow EQ Chamber 4 Flow EQ Orenco Turbine 30 10 U-4 5
Primary Filter 6 Recirculate Effluent Orenco Turbine 75 10 U-5 6
Over Filter
Secondary Filter 3 Recirculate Effluent Orenco Turbine 75 10 U-6 6
Over Filter
Treatment Discharge 2 Discharge from UV Orenco Turbine 30 10 U-6 7
Pumps
Irrigation 2 Irrigation ABS 80 119 23 BOD
f. BLOWERS
No.of Manufacturer/ Capacity Plan Sheet Specification
Location Blowers Units Served Type (CFM) Reference Reference
g. MIXERS
No.of Manufacturer/ Power Plan Sheet Specification
Location Mixers Units Served Type (hp) Reference Reference
h. RECORDING DEVICES&RELIABILITY
No.of Maximum Plan Sheet Specification
Device Units Location Manufacturer Capacity Reference Reference
Turbidimeter 1 Basin HACK N/A U-7 9
Effluent Flow Measuring Device 1 Post Geoflow 110 G/M U-7 8
Treatment
Auxiliary Generator 1 Inside ONAN 100 kW E-1 to E-5 MS-44-24
Building
Select
i. EFFLUENT PUMP/FIELD DOSING TANK(IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet Specification
Reference Reference
Internal dimensions(L x W x H or(p x H) 4'Dia ft ft 18.3 ft 23 BOD
Total volume 230 ft3 1,720 gallons 23 BOD
Dosing volume 167 ft3 1,250 gallons 23 BOD
Audible&visual alarms 23 BOD
Equipment to prevent irrigation during rain N/A N/A
events
FORM: WWIS 06-16 Page 7 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA—15A NCAC 02T.0505:
IF MORE THAN ONE IMPOUNDMENT,PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type?Effluent Storage
2. Storage Impoundment Coordinates(Decimal Degrees): Latitude:35.3152° Longitude: -80.5520°
Datum:NAD83 Level of accuracy:Nearest second Method of measurement: Geodetic quality GPS survey
3. Do any impoundments include a discharge point(pipe,spillway,etc)? ®Yes or❑No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ® Yes or❑No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or®No
If yes,what is the drainage area? ft2,and was this runoff incorporated into the water balance? ❑Yes or❑No
6. If a liner is present,how will it be protected from wind driven wave action?:Turn Down to Compacted Soil
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or®No
If yes,has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑Yes or❑No
8. What is the depth to bedrock from the earthen impoundment bottom elevation?>7 ft
If the depth to bedrock is less than four feet,has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-'cm/s? ❑ Yes, l No or❑N/A
> Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or❑No
If the earthen impoundment is excavated into bedrock,has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑Yes, ❑No or❑N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation,how will the liner be protected(e.g.,bubbling,groundwater infiltration,etc.)?Well Above SHWT
10. If applicable,provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain,has a minimum of two feet of protection(i.e.,top of
embankment elevation to 100-year flood plain elevation)been provided? ❑Yes or❑No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements Earthen Impoundment Dimensions
Liner type: R
Clay ® Synthetic Top of embankment elevation: 806 ft Other ❑Unlined
Liner hydraulic conductivity: 40 mil x - cm/s Freeboard elevation: 2 ft
Hazard class: High Toe of slope elevation: 806 ft
Designed freeboard: 2 ft Impoundment bottom elevation: 796 ft
Total volume: ft3 gallons Mean seasonal high water table depth: >4 ft
Effective volume: 232568 ft3 1739610 gallons Embankment slope: 2 : 1
Effective storage time: 69.6 days Top of dam water surface area: 32,600 ft2
Plan Sheet Reference: 25 Freeboard elevation water surface area: 28,470 ft2
Specification Section: BOD Bottom of impoundment surface area: 12,685 ft2
NOTE—The effective volume shall be the volume between the two foot freeboard elevation and the: (1)pump intake pipe
elevation; (2)impoundment bottom elevation or(3)mean seasonal high water table,whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 8 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA—15A NCAC 02T.0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area:>48 Inches
NOTE—The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g.,surface water or groundwater)within 200 feet of the
irrigation area? ® Yes or❑No
If yes,were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report,and are these structures to be
maintained or modified?Yes
3. Soil Evaluation recommended loading rates (NOTE—This table may be expanded for additional soil series):
Recommended Recommended If Seasonal,list
Fields within Annual/Seasonal
Soil Series Loading Rate Loading Rate appropriate
Soil Series (in/hr) (in/yr) Loading months
Cecil 10 0.12 52 Annual
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ® Yes or❑No
If no,how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system? Existing Signage
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VII.8.? ® Yes or❑No
If no,how does the Applicant intend on complying with 15A NCAC 02T .0505(t)?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop Soil Series %Slope Nitrogen Uptake Rate Phosphorus Uptake
(lbs/ac•yr) Rate(1bs/ac•yr)
Turf&Hardwood Cecil 5-15 175 140
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: NCDA
b. Proposed nitrogen mineralization rate: 1"/Week
c. Proposed nitrogen volatilization rate: 1"/Week
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance:283.140 ft2
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 117.612 ft2
f. Minimum irrigation area from the water balance:280.962 ft2
FORM: WWIS 06-16 Page 9 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA-15A NCAC 02T.0505(continued):
8. Field Information(NOTE-This table may be expanded for additional fields):
Designed Designed
Area Dominant Loading Loading Waterbody
Field (acres) Soil Series Rate Rate Latitude a Longitude a Stream Index Classification
(in/hr) (in/yr) No.n
D-1 0.35 Cecil 0.12 52 35.3201° -80.5517° 11-99 WS-IV
D-2 0.35 Cecil 0.12 52 35.3200° -80.5517° 11-99 WS-IV
D-3 0.35 Cecil 0.12 52 35.3156° -80.5520° 11-99 WS-IV
D-4 0.35 Cecil 0.12 52 35.3150° -80.5522° 11-99 WS-IV
D-5 0.35 Cecil 0.12 52 35.3149° -80.5521° 11-99 WS-IV
D-6 0.35 Cecil 0.12 52 35.3149° -80.5519° 11-99 WS-IV
D-7 0.35 Cecil 0.12 52 35.3148° -80.5517° 11-99 WS-IV
D-8 0.35 Cecil 0.12 52 35.3150° -80.5516° 11-99 WS-IV
D-9 0.35 Cecil 0.12 52 35.3153° -80.5515° 11-99 WS-IV
D-10 0.35 Cecil 0.12 52 35.3155° -80.5513° 11-99 WS-IV
S-1 0.34 Cecil 0.33 52 35.3152° -80.5519° 11-99 WS-IV
S-2 0.71 Cecil 0.33 52 35.3155° -80.5516° 11-99 WS-IV
S-3 1.03 Cecil 0.33 52 35.3156° -80.5514° 11-99 WS-IV
S-4 0.77 Cecil 0.33 52 35.3159° -80.5512° 11-99 WS-IV
S-5 0.44 Cecil 0.33 52 35.3153° -80.5519° 11-99 WS-IV
S-6 0.74 Cecil 0.33 52 35.3155° -80.5517° 11-99 WS-IV
S-7 1.06 Cecil 0.33 52 35.3158° -80.5514° 11-99 WS-IV
S-8 0.22 Cecil 0.33 52 35.3159° -80.5514° 11-99 WS-IV
S-9 0.66 Cecil 0.33 52 35.3152° -80.5517° 11-99 WS-IV
S-10 0.81 Cecil 0.33 52 35.3156° -80.5516° 11-99 WS-IV
Total 16.89
a Provide the following latitude and longitude coordinate determination information:
Datum:NAD83 Level of accuracy:Nearest second Method of measurement:
Geodetic quality GPS survey
b For assistance determining the waterbody stream index number and its associated classification,instructions may be
downloaded at:http://deq.nc.gov/about/divisions/water-resources/planning/classification-standards/classifications
FORM: WWIS 06-16 Page 10 of 12

Spray Irrigation Design Elements Drip Irrigation Design Elements
Nozzle wetted diameter: ft Emitter wetted area: 4 ft2
Nozzle wetted area: ft2 Distance between laterals: 4 ft
Nozzle capacity: GPM Distance between emitters: 2 ft
Nozzle manufacturer/model: / Emitter capacity: 0.61 GPH
Elevation of highest nozzle: ft Emitter manufacturer/model: Netafim/PC
Specification Section: Elevation of highest emitter: 813 ft
Specification Section: Basis of Design
VIII. SETBACKS—15A NCAC 02T.0506:
1. Does the project comply with all setbacks found in the river basin rules(15A NCAC 02B .0200)? ®Yes or❑No
If no,list non-compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a)and.0506(b)? ❑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
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units(NOTE—Distances greater than 500 feet may be marked N/A):
Setback Parameter Irrigation Treatment/
System Storage Units
Any habitable residence or place of assembly under separate ownership or not to be 200 150
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as N/A
part of the project site
Any private or public water supply source 200 N/A
Surface waters(streams—intermittent and perennial,perennial waterbodies,and wetlands) 100 N/A
Groundwater lowering ditches(where the bottom of the ditch intersects the SHWT) N/A
Subsurface groundwater lowering drainage systems N/A
Surface water diversions(ephemeral streams,waterways,ditches) N/A
Any well with exception of monitoring wells 200 200
Any property line 20 100
Top of slope of embankments or cuts of two feet or more in vertical height N/A
Any water line from a disposal system 200
Any swimming pool N/A
Public right of way 20
Nitrification field 200
Any building foundation or basement 200
Impounded public water supplies N/A
Public shallow groundwater supply(less than 50 feet deep) N/A
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c)in order to have reduced irrigation setbacks to
property lines? ❑ Yes or®No
If yes,complete the following table by providing the required concentrations as determined in the Engineering Calculations:
FORM: WWIS 06-16 Page 11 of 12

Estimated Influent Designed Effluent Designed Effluent
Parameter Concentration Concentration
Concentration (monthly average) (daily maximum)
Ammonia Nitrogen(NH3-N) mg/L mg/L mg/L
Biochemical Oxygen Demand mg/L mg/L mg/L
(BODO)
Fecal Coliforms per 100 mL per 100 mL
Total Suspended Solids(TSS) mg/L mg/L mg/L
Turbidity NTU
FORM: WWIS 06-16 Page 12 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS—15A NCAC 02H.0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or®No
For assistance determining if the facility is located within the Coastal Area,a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(g)? ❑Yes or®No
NOTE—Interim facilities do not include County and Municipal area-wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1.AND IX.2.,THEN COMPLETE ITEMS IX.3.THROUGH IX.17.
3. Is equalization of at least 25%of the average daily flow provided? ❑ Yes or❑No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or❑No
6. Are all essential treatment units provided in duplicate? ❑ Yes or❑No
NOTE — Per 15A NCAC 02T .0103(16), essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria,including
aeration units or other main treatment units,clarification equipment,filters,disinfection equipment,pumps and blowers.
7. Are the disposal units(i.e.,irrigation fields)provided in duplicate(e.g.,more than one field)? ❑ Yes or❑No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑Yes or❑No
9. Is there a public shallow groundwater supply(less than 50 feet deep)within 500 feet of the wetted area? ❑Yes or❑No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑Yes or❑No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑Yes or❑No
12. Are there any non-SA classified waters within 50 feet of the wetted area? ❑Yes or❑No
13. Are there any surface water diversions(i.e.,drainage ditches)within 25 feet of the wetted area? ❑Yes or❑No
14. Per the requirements in 15A NCAC 02H .0404(g)(7),how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or❑No
16. Is the pray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑No or❑N/A(i.e.,drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or❑No
FORM: WWIS 06-16 Page 13 of 12

Professional Engineer's Certification:
I Donald L.Munday,PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
Trump National Golf Club, Charlotte WWTF
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate,complete and consistent with the information supplied in the plans, specifications,engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions,as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package,inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE — 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, signature, and date:
```\\\1111 .... ii'
`� FSS i
t4 ir r‘ r ?11,0
1
4 E?Wci `, Q`�•
Applicant's Certification per 15A NCAC 02T.0106(b):
I, Brandon Long, ORC attest that this application for
(Signature Authority's name&title from Application Item 1.3.)
Trump National Golf Club, Charlotte WWTF
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 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 the Applicant or any affiliate has not been convicted of an environmental crime,has not abandoned a wastewater facility without
proper closure,does not have an outstanding civil penalty where all appeals have been exhausted or abandoned,are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T.0105(e).
NOTE — 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.
Signature: _,_. — .._... __ Date: June 13, 2022
FORM: WWIS 06-16 Page 14 of 12

F I , > rY-�
State of North Carolina JAN lyyg
Department of the Secretary of State EFFECTIVEELAINE F MARSHALL
ARTICLES OF INCORPORATION SECRETARY OF STATENORTH CAROLINA
Pursuant to §55-2-02 of the General Statutes of North Carolina, the undersigned does
hereby submit these Articles of Incorporation for the purpose of forming a business
corporation.
1 . The name of the corporation is Tri-County Wastewater Management, Inc.
2. The number of shares the corporation is authorized to issue is 100,000.
These shares shall be all of one class, designated as common stock.
3. The street address and county of the initial registered office of the corporation
is:
8037 Fairview Road
Suite G
Charlotte, NC 28227
Mecklenburg County
4. The mailing address of the initial registered office of the corporation is:
8037 Fairview Road
Suite G
Charlotte, NC 28227
Mecklenburg County
5. The name of the initial registered agent is Tim Bannister.
The name and address of each incorporator is as follows:
Koy E. Dawkins
KOY E. DAWKINS, P.A.
106 W. Jefferson Street
Monroe, NC 28112 ( �'
This the 23rd day of December, 1998.
/17/2 (t. f
Ko(/ E./ awkins, Incorporator

1
it
Type:CONSOLIDATED REAL PROPERTY
Recorded:4/9/2012 11:44:02 AM
Fee Amt:$62.00 Page 1 of 24
Revenue Tax:$0.00
Iredell County,NC
Matthew J.McCall Register of Deeds
BK 2168 PG 1361 - 1384
1
f
1
i
NON-WARRANTY DEED •
1
Excise Tax:_ 0'00 :
Tax Parcel ID No.44 0 j 4102682 40-1 Verified by I
County 4(0256,0_0VA;4�2ytoZ'-1n2b0'Aii251I4g1q``g1025'14c,1®k;41,2Ss34 C
on the q-'d yof -t8t',4w254s.o3 2Q0 , y5or,blos 1
,
Mainox to:David L.Cohen.Esq.,TNGC Charlotte LLC,725 Fifth Avenue,26th Floor,New York,NY
10022
This instrument was prepared by:David L.Cohen,Esq.,TNGC Charlotte LLC,725 Fifth Avenue.266 Floor,,
New York.NY 10022
1.
Brief description for the Index: The Point Lake&Golf Club
THIS DEED,made this the `641. day of April,2012,by and between
GRANTOR:The Point Lake and Golf Club,Inc.,a North Carolina non-profit corporation
whose mailing address is 120 Meeting House Square,Mooresville,North Carolina 28117
(herein referred to collectively as Grantor),and r
t
GRANTEE: TNGC Charlotte LLC,a Delaware limited liability company I
whose mailing address is 725 Fifth Avenue,261 Floor,New York,New York.10022 and
(herein referred to collectively as Grantee). 1
WITNES SETH:
For valuable consideration from Grantee to Grantor,the receipt and sufficiency of which is hereby acknowledged, 1
' Grantor hereby gives,grants,quitclaims and conveys unto Grantee in fee simple the following described property
located in the County of Iredell,State of North Carolina,more particularly described as follows:
a
(See attached description).
I
I
Page Count:A Lf I
ONS OPQ OSI
Book:2168 Page: 1361 Page 1 of 24

All or aportion of the property herein conveyed includes or X does not include the primary residence of a
Grantor.
TO HAVE AND TO HOLD unto Grantee,together with all privileges and appurtenances thereunto belonging,in
�I I
fee simple.
Grantor makes no warranty,express or implied,as to title to the property hereinabove described.
All references to Grantor and Grantee as used herein shall include the parties as well as their heirs,successors and
assigns,and shall include the singular,plural,masculine,feminine or neuter as required by context.
(Signature page follows)
i
xx
y6y
6
Book:2168 Page: 1361 Page2 of24

i
t
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
i The Point Lake and Golf Club,Inc. Et
a North Carolina non-profit co tian f,,,,,,,I.,,,,,,,,,
Prin pe Name&Title: .',ate c, e • t/T Name f�;'•
:'aY• NORM h�+'�
4
State of North Carolina (Official/Notarial Seal) 0
County of Iredell
{
I certify that the following person(s)personally appeared before me this
day,each acknowledging to me that he or she signed the foregoing �a� ���
document: • 6>
RI,.ti,,.rd C..Groue, _.'.•al�Qn•••.Jj: 's
()bill() [insert name(s)of '',• .� d
p lam( ) . =ci:-� •
rinci s V 1 Otk 14-'-
Date: ltlpr,I 3 1 02 0 IZ i t1 t'`z�L" f��� .. v
I c se) Ru t2 I,v Notary Public dS O
Notary's Printed or Typed Name
t My Commission Expires:
a/a /.20/7
1
I
0
Book:2168 Page: 1361 Page 3 of 24

Tract 1
Golf Holes 1,2 and 3
Beginning from a found#4 rebar being the common corner of Lot#1,Tract 16 as
recorded in Map Book 44 Page 29 of the Iredell County Public Registry;thence with the
common line of the aforementioned Lot#1 N 66-31-24 W 348.46'to a found#4 rebar on
the common line of Lot 506 as recoded in Map Book 33 Page 96-101 of the Iredell
County Public Registry;thence with the common line of lots 506-508 as recorded in the
aforementioned Map the following four(4)calls: 1)N 25-40-30 E 128.80'to a found#4
rebar;2)N 25-40-30 E 97.46'to a found#4 rebar;3)N 03-05-21 W 118.39'to a found
#4 rebar;4)N 03-05-32 W 92.92'to a found#4 rebar being the common corner of Lot
508 and Lake as recorded in Map Book 30 Page 110-118 of the Iredell County Public
Registry;thence continuing with the aforementioned Lake the following eight(8)calls:
1)N 65-26-42 E 9.65';2)N 19-41-42 W 36.01';3)N 07-01-53 W 28.60';4)N 12-07-39
E 14.49';5)N 19-48-18 E 21.14';6)N 25-29-23 E 43.67';7)N 09-01-42 E 54.43';8)N
48-29-43 E 39.96'to the common corner of Lot 461 of the aforementioned Map Book 33
Page 96-101;thence with the common line of lots 461-465,467-470 and 473-481 of the
aforementioned Map and Map Book 35 Page 137-143 of the Iredell County Public
Registry the following fifty-seven(57)calls: 1)N 79-25-08 E passing a set#5 rebar at
10.00'a total distance of 49.32'to a set#5 rebar;2)S 74-55-33 E 148.84'to a found#4
rebar;3)N 14-53-02 E 96.97'to a set#5 rebar;4)S 36-59-28 E 18.17'to a found#4
rebar;5)N 10-54-02 E 136.83'to a found#4 rebar;6)N 01-44-55 E 49.57'to a found#4
rebar;7)N 00-54-57 E 46.46'to a set#5 rebar;8)N 16-48-42 E 41.62'to a found#4
rebar;9)N 83-04-26 E 17.55'to a found#4 rebar;10)N 14-53-02 E 53.86'to a found#4
rebar;11)N 03-45-04 W 64.81'to a found#4 rebar;12)N 83-04-26 E 15.02'to a found
#4 rebar;13)N 03-45-04 W 131.93'to a found#4 rebar; 14)N 11-38-04 W 44.18'to a set
#5 rebar; 15)N 11-38-04 W 1.83'to a found#4 rebar; 16)N 11-38-04 W 104.80'to a
found#4 rebar;17)N 21-53-22 W 46.63'to a found#4 rebar; 18)N 21-09-55 W 63.19'
to a found#4 rebar;19)N 12-46-38 W 64.51'to a found#4 rebar;20)N 03-34-46 W
49.90'to a set#5 rebar;21)N 03-34-46 W 2.27'to a found#4 rebar;22)N 13-21-58 W
75.81'to a found bent#4 rebar;23)N 15-25-20 W 68.10'to a set#5 rebar;24)N 15-25-
20
W 1.35'to a found#4 rebar;25)N 09-02-02 W 63.54'to a found#4 rebar;26)N 10-
13-02 W 67.86'to a found#4 rebar;27)N 06-29-49 W 69.26'to a found#4 rebar;28)N
26-26-44 W 6.66'to a found#4 rebar;29)N 26-26-44 W 156.20'to a found#4 rebar;30)
N 35-47-24 W 53.19'to a found#4 rebar;31)N 35-47-24 W 46.73'to a found#4 rebar;
32)N 23-59-13 W 105.25'to a found#4 rebar;33)N 23-59-13 W 8.72'to a found#4
rebar;34)N 32-47-59 W 76.47'to a found#4 rebar;35)N 38-33-57 W 125.06'to a found
#4 rebar;26)N 59-35-30 W 62.10'to a found#4 rebar;37)N 61-43-09 W 64.19'to a
found#4 rebar;38)N 67-57-24 W 5.38'to a found#4 rebar;39)N 67-57-24 W 55.68'to
a found#4 rebar;40)N 66-56-00 W 60.70'to a found#4 rebar;41)N 39-03-33 W 3.99'
to a set#5 rebar;42)N 39-03-33 W 92.05'to a found#4 rebar•,43)S 47-39-42 W 45.19'
to a set#5 rebar;44)N 43-09-37 W 192.05'to a set#5 rebar;45)N 05-04-35 E 109.90'to
a found#4 rebar;46)S 83-56-37 W 57.44'to a set#5 rebar;47)S 83-42-27 W 48.33'to a
set#5 rebar;48)S 74-45-31 W 61.65'to a found#4 rebar;49)S 82-36-34 W 26.29'to a
found#4 rebar;50)S 82-36-34 W 25.31'to a found#4 rebar;51)S 76-47-56 W 99.55'to
a set#5 rebar;52)S 81-09-46 W 44.95'to a set#5 rebar;53)S 81-09-46 W 8.22'to a
1
Book:2168 Page: 1361 Page 4 of 24

found#4 rebar;54)S 81-08-35 W 67.72'to a found#4 rebar;55)N 68-24-15 W 54.54'to
a found#4 rebar;56)S 78-59-46 W 4.68'to a set#5 rebar;57)S 78-59-46 W 105.69'to a
found#4 rebar being on the Right-of-Way of White Horse Drive;thence with a circular
curve to the left having a radius of 375.00'an arc length of 170.28'and a chord bearing
and distance of N 06-36-42 W 168.82'to a set#5 rebar marking the common corner of
septic field easement lot 482-411A as recorded in Map Book 35 Page 137 of the Iredell
County Public Registry;thence with the common line of the aforementioned lot and with
the common line of lots 483-487,489-495 and 497-504 as recorded in the
aforementioned Map Book 35 Page 137-143 and Map Book 33 Page 96-101 the
following sixty(60)calls: 1)N 65-50-19 E 209.52'to a found bent#4 rebar;2)S 88-10-
54 E 34.66'to a found#4 rebar;3)S 88-10-54 E 61.77'to a found#4 rebar;4)S 88-10-54
E 66.74'to a found#4 rebar;5)S 76-28-28 E 21.64'to a set#5 rebar;6)S 74-53-19 E
40.03'to a found#4 rebar;7)N 73-25-05 E 83.98'to a found#4 rebar;8)S 84-22-19 E
69.35'to a set#5 rebar;9)S 79-47-20 E 0.66'to a found#4 rebar; 10)S 79-47-20 E
69.81'to a found#4 rebar; 11)S 75-15-49 E 57.01'to a found#4 rebar;12)N 64-02-20 E
35.18'to a set#5 rebar;13)N 64-02-20 E 20.69'to a found#4 rebar; 14)S 80-47-22 E
114.78'to a found#4 rebar; 15)S 49-58-34 E 40.65'to a found#4 rebar;16)S 30-57-03
E 31.63'to a found#4 rebar;17)S 14-20-57 E 36.17'to a found#4 rebar; 18)S 02-17-56
E 19.83'to a found#4 rebar; 19)S 13-59-43 W 40.44'to a found#4 rebar;20)S 02-44-
29 W 30.44'to a found#4 rebar;21)S 03-58-21 E 50.89'to a found#4 rebar;22)S 44-
25-41 E 34.72'to a found#4 rebar;23)S 65-00-46 E 97.98'to a found#4 rebar;24)S 65-
00-46 E 25.20'to a found#4 rebar;25)S 72-39-26 E 68.51'to a set#5 rebar;26)S 80-
50-11 E 56.55'to a found#4 rebar•,27)S 65-42-34 E 26.94'to a found#4 rebar;28)S 65-
42-34 E 58.28'to a found#4 rebar;29)S 49-46-23 E 20.22'to a found#4 rebar;30)S 24-
12-40 E 73.37'to a found#4 rebar;31)S 43-07-05 E 67.08'to a found#4 rebar;32)S 35-
48-07
E 93.92'to a found#4 rebar;33)S 25-39-43 E 77.14'to a found#4 rebar;34)S 24-
24-34 E 81.32'to a found#4 rebar•,35)S 24-24-34 E 45.71'to a found#4 rebar;36)S 36-
07-13 E 69.80'to a found#4 rebar;37)S 55-52-52 E 50.69'to a found#4 rebar;38)S 20-
00-33 E 61.76'to a found#4 rebar;39)S 36-07-13 E 26.92'to a found#4 rebar;40)S 36-
07-13 E 48.45'to a found#4 rebar;41)S 03-51-04 E 88.10'to a found#4 rebar;42)S 03-
51-04 E 160.00'to a found#4 rebar;43)S 03-51-04 E 161.79'to a found#4 rebar;44)S
03-51-04 E 47.72'to a found#4 rebar;45)S 03-12-33 W 114.85'to a found#4 rebar
46)S 14-25-32 W 67.02'to a found#4 rebar;47)S O4-11-41 E 98.01'to a found#4 rebar
48)S 00-58-36 W 42.05'to a found#4 rebar;49)S 08-14-31 W 57.38'to a found#4
rebar;50)S 03-49-46 W 64.20'to a found#4 rebar;51)S 00-47-32 W 43.60'to a found
bent#4 rebar;52)S 09-03-03 E 53.65'to a found bent#4 rebar;53)S 16-17-15 E 66.58'
to a found#4 rebar;54)S 16-17-15 E 74.72'to a found#4 rebar;55)S 10-42-04 E 29.42'
to a found#4 rebar;56)S 05-31-21 W 15.16'to a found#4 rebar;57)S 21-39-32 E
108.04'to a found#4 rebar;58)S 43-21-20 E 54.14'to a found#4 rebar;59)S 66-52-32
E 55.70'to a set#5 rebar;60)S 58-26-55 E 7.38'to a found bent#4 rebar marking the
common corner of lot 4,Carolina Water Services of NC as recorded in Map Book 30
Page 154 of the Iredell County Public Registry;thence with the common line of the
aforementioned lot 4 the following two(2)calls: 1)with an arc of a circular curve to the
left having a radius of 100.00'an arc length of 314.16'and a chord bearing and distance
of S 31-33-05 W 200.00'to a found#4 rebar;2)S 58-26-55 E 74.58'to a found#4 rebar
marking the common corner of Point Owners Association Inc.,as recorded in Deed Book
2
Book:2168 Page: 1361 Page 5 of 24

1513 Page 878 of the Iredell County Public Registry;thence with the common line of the
aforementioned Point Owners Association Inc.,the following nine(9)calls: 1)S 31-22-
05 W 32.21'to a found#4 rebar;2)S 65-17-09 W 38.79'to a found#4 rebar;3)S 53-56-
48 W 89.86'to a found#4 rebar;4)S 54-17-34 W 48.69'to a found#4 rebar;5)S 05-31-
57 W 198.78'to a found#4 rebar;6)S 36-34-53 W 146.70'to a found#4 rebar;7)S 36-
49-57 W 46.45'to a found#4 rebar;8)S 41-06-21 W 53.80'to a found#4 rebar;9)S 41-
10-10 W 89.40'to a found#4 rebar to the Point of Beginning containing 24.741 acres
total.
Tract 2
Consisting of Golf Hole 4
Beginning at a set#5 rebar marking the common corner of lot 389 and the Right-of-Way
of Marston Mill Drive as recorded in Map Book 35 Page 137-143 of the Iredell County
Public Registry;thence with the Right-of-Way of the aforementioned Marston Mill Drive
and the Right-of-Way for White Horse Drive the following four(4)calls: 1)S 42-47-42
W 25.25'to a set#5 rebar;2)with an arc of a circular curve to the right having a radius
of 25.00'an arc length of 35.82'and a chord bearing and distance of S 83-50-37 W
32.83'to a set#5 rebar;3)with an arc of a circular curve to the left having a radius of
375.00'an arc length of 118.76'and a chord bearing and distance of N 64-10-50 W
118.26'to a found bent#4 rebar;4)with an arc of a circular curve to the right having a
radius of 25.00'an arc length of 33.64'and a chord bearing and distance N 34-41-58 W
31.16'to a found bent#4 rebar on the Right-of-Way of Tuckernuck;thence with the
Right-of-Way for Tuckernuck Drive the following five(5)calls: 1)with an arc of a
circular curve to the left having a radius of 189.96'an arc length of 63.67'and a chord
bearing and distance of N 05-44-51 W 63.37'to a set#5 rebar;2)N 15-20-58 W 65.12'
to a found#4 rebar;3)with an arc of a circular curve to the right having a radius of
325.00'an arc length of 146.57'and a chord bearing and distance of N 02-25-48 W
145.33'to a found#4 rebar;4)N 10-29-21 E 103.56'to a set#5 rebar;5)with an arc of a
circular curve to the left having a radius of 188.94'an arc length of 130.98'and a chord
bearing and distance of N 09-22-11 W 128.37'to a found#4 rebar the common corner of
lot 390 as recorded in the aforementioned Map;thence with lots 390-394 and 382 of the
aforementioned Map the following eighteen(18)calls: 1)N 80-10-18 E 102.09'to a
found#4 rebar;2)N 07-37-10 E 61.97'to a found#4 rebar;3)N 09-30-15 E 56.24'to a
found#4 rebar;4)N 04-35-44 E 53.22'to a found#4 rebar;5)N 25-54-27 E 38.85'to a
found#4 rebar;6)N 32-56-18 E 52.26'to a found#4 rebar;7)N 28-00-31 E 4.07'to a
found#4 rebar;8)N 28-00-31 E 85.75'to a set#5 rebar;9)N 50-49-56 E 16.31'to a
found#4 rebar; 10)N 50-49-56 E 101.94'to a found#4 rebar; 11)N 62-58-12 E 52.87'to
a found#4 rebar; 12)N 39-38-13 E 59.51'to a found#4 rebar; 13)N 36-40-52 E 12.90'
to a set#5 rebar; 14)N 36-40-52 E 39.17'to a found#4 rebar; 15)N 56-05-26 E 62.38'to
a found#4 rebar; 16)N 79-05-33 E 87.50'to a found#4 rebar; 17)N 05-22-08 W 39.25'
to a found#4 rebar; 18)N 05-22-13 W 50.00'to a found#4 rebar in the Right-of-Way of
Bay Harbour Road;thence with the Right-of-Way of Bay Harbour Road the following
four(4)calls: 1)with an arc of a circular curve to the left having a radius of 610.92'an F'
arc length of 64.14'and a chord bearing and distance of N 81-37-20 E 64.11'to a set#5
rebar:2)with an arc of a circular curve to the left having a radius of 564.50'an arc length
3
Book:2168 Page: 1361 Page 6 of 24

of 61.73'and a chord bearing and distance ofN 71-37-22 E 61.70'to a set#5 rebar;3)N
68-29-25 E 28.40'to a set#5 rebar;4)with an arc of a circular curve to the right having a
radius of 30.00'an arc length of 11.32'and a chord bearing and distance of N 79-27-29 E
11.25'to a set#5 rebar on the Right-of-Way of Brawley School Road;thence with Right
of Way of Brawley School Road S 21-33-58 E 388.52'to a found#4 rebar marking the
common corner of lot 378 as recorded in the aforementioned Map;thence with the
common line of lot 378,385-387 and 389 the following fourteen calls: 1)S 68-41-02 W
242.34'to a found nail in tree root;2)S 68-40-53 W 7.83'to a found#4 rebar;3)S 55-
22-17 W 89.64'to a found#4 rebar;4)N 07-13-25 W 75.95'to a found#4 rebar;5)N 58-
44-36 W 17.95'to a found#4 rebar;6)S 31-02-09 W 122.81'to a found#4 rebar;7)S
34-13-48 W 101.73'to a found#4 rebar;8)S 23-05-35 W 21.42'to a found#4 rebar;9)S
23-05-35 W 244.23'to a set#5 rebar; 10)S 30-39-09 W 64.24'to a found#4 rebar;11)S
25-28-16 W 5.00'to a found#4 rebar; 12)S 25-28-16 W 228.17'to a found concrete
monument;13)S 04-14-54 W 101.26'to a found#4 rebar; 14)S 47-31-03 E 72.35'to the
Point of Beginning containing 8.549 Acres.
Tract 3
Consisting of Golf Hole 5
Beginning at a set#5 rebar marking the common corner of lot 272 and the Right-of-Way
of Brawley School Road as recorded in Map Book 32 Page 101-105 of the Iredell County
Public Registry;thence with the common line of lots 272-280 of the aforementioned Map
the following twelve(12)calls: 1)N 68-27-00 E 97.19'to a found#4 rebar;2)S 81-26-
10
E 69.64'to a found#4 rebar;3)S 64-00-25 E 73.99'to a found#4 rebar;4)S 74-18-54
E 90.30'to a found#4 rebar;5)S 70-14-52 E 125.46'to a found#4 rebar;6)S 72-17-28
E 125.18'to a found#4 rebar;7)S 79-54-31 E 125.56'to a found#4 rebar;8)N 88-38-51
E 130.47'to a found#4 rebar;9)S 75-25-10 E 153.11'to a found#4 rebar; 10)N 78-58-
52 E 19.00'to a found#4 rebar;11)S 74-20-57 E 170.70'to a found bent#4 rebar;12)S
71-48-19 E 21.17'to a set#5 rebar on Lake as recorded in Map Book 30 Page 110-118 of
the Iredell County Public Registry;thence continuing with the aforementioned Lake the
following fourteen(14)calls: 1)S 10-55-00 W 6.91';2)S 10-55-00 W 4.55';3)S 23-27-
14 W 18.08';4)S 40-28-59 W 15.42';5)N 80-01-02 E 20.35';6)N 66-51-34 E 26.41';7)
N 72-29-46 E 10.16';8)N 72-29-46 E 18.53';9)S 81-47-21 E 16.20'; 10)S 46-47-51 E
32.00'; 11)N 89-30-46 E 55.03';12)N 89-31-20 E 50.36';13)N 78-20-23 E 67.12';14)
N 55-36-51 E 16.20'to a found#4 rebar marking the common corner of lot 261 as
recorded in Map Book 32 Page 78-80 of the Iredell County Public Registry;thence with
the aforementioned common line the following nine(9)calls: 1)S 21-41-50 E 98.58'to a
found#4 rebar;2)N 69-35-01 E 21.51'to a set#5 rebar;3)S 78-33-39 E 23.16 to a set
#5 rebar;4)S 51-53-14 E 13.67'to a found#4 rebar;5)S 68-35-11 E 11.02'to a found
bent#4 rebar;6)S 47-46-49 E 27.94'to a set#5 rebar;7)S 38-27-03 E 27.47'to a found
#4 rebar;8)S 32-15-54 E 23.58'to a found#4 rebar;9)S 36-49-56 E 73.59'to a found#4
rebar on the Right-of-Way of Brawley Harbor Place as recorded in Map Book 32 Page
78-80 of the Iredell County Public Registry;thence with the aforementioned Brawley
Harbor Place with an arc of a circular curve to the left having a radius of 170.00'an arc
length of 20.91'and chord bearing and distance of S 53-09-50 W 20.90'to a set#5 rebar
}
4
Book:2168 Page: 1361 Page 7 of 24

on the common corner of lot 262 as recorded in Map Book 32 Page 78-80 of the Iredell
County Public Registry;thence with the common line of lots 262-267 and 269-271 as
recorded in the aforementioned Map the following thirty-six(36)calls: 1)N 36-05-27 W
74.04'to a found#4 rebar;2)N 32-42-10 W 25.13'to a found#4 rebar;3)N 38-28-21 W
22.91'to a found#4 rebar;4)N 47-32-46 W 24.98'to a found#4 rebar;5)N 39-30-09 W
11.08'to a found#4 rebar;6)N 48-14-12 W 10.07'to a found#4 rebar;7)N 76-50-22 W
15.82'to a found#4 rebar;8)S 69-07-54 W 14.98'to a found#4 rebar;9)S 56-54-57 W
46.75'to a found#4 rebar; 10)S 49-57-03 W 51.48'to a found#4 rebar; 11)S 59-46-25
W 30.16'to a found#4 rebar; 12)S 69-14-32 W 21.59'to a set#5 rebar;13)S 80-27-46
W 32.97'to a found#4 rebar; 14)N 87-59-52 W 49.42'to a set#5 rebar; 15)S 89-01-38
W 101.89'to a found#4 rebar;16)S 77-22-10 W 64.27'to a found#4 rebar; 17)S 66-19-
35 W 51.44'to a found#4 rebar; 18)S 85-46-50 W 22.87'to a found#4 rebar;19)S 84-
27-08 W 28.45'to a set#5 rebar;20)N 82-04-52 W 24.95'to a found#4 rebar;21)N 72-
18-53
W 27.71'to a found#4 rebar;22)N 72-18-53 W 21.22'to a found#4 rebar;23)S
89-02-42 W 71.96'to a found#4 rebar;24)S 66-44-37 W 40.68'to a set#5 rebar;25)S
76-29-53 W 20.07'to a found#4 rebar;26)N 77-09-37 W 32.89'to a found#4 rebar;27)
N 53-47-31 W 65.52'to a found#4 rebar;28)N 88-09-15 W 40.79'to a found#4 rebar;
29)N 63-51-41 W 109.04'to a found#4 rebar;30)N 64-54-15 W 127.96'to a found#4
rebar;31)N 66-04-20 W 11.48'to a found#4 rebar #.
32)N 89-18-34 W 33.95'to a found#4 rebar;33)N 61-17-55 W 106.68'to a found#4
rebar;34)N 45-51-28 W 96.47'to a found#4 rebar;35)N 82-26-23 W 102.26'to a found
#4 rebar;36)S 66-15-11 W 79.78'to a found#4 rebar on the Right-of-Way of Brawley
School Road;thence with the Right-of-Way for Brawley School Road N 21-33-58 W
231.10'to the Point of Beginning Containing 7.741 Acres.
Tract 4
}
Consisting of Golf Hole 6
Beginning at a set#5 rebar being the common corner of lot 249 and the Right-of-Way of
Brawley Harbor Place as recorded in Map Book 32 Page 78-80 of the Iredell County
Public Registry,thence with the aforementioned Right-of-Way of Brawley Harbor Place
the following seven(7)calls:1)with an arc of a circular curve to the right having a radius
of 130.00'an arc length of 287.39'and a chord bearing and distance of S 61-19-03 E
232.34'to a set#5 rebar;2)S 1-22-25 W 98.53'to a set#5 rebar;3)with an arc of a
circular curve to the left having a radius of 170.00'an arc length of 72.70'and a chord
bearing and distance of S 10-52-27 E 72.15'to a set#5 rebar;4)S 23-07-33 E 118.17'to
a set#5 rebar;5)with an arc of a circular curve to the right having a radius of 330.00'an
arc length of 142.25'and a chord bearing and distance of S 10-46-37 E 141.15'to a set
#5 rebar;6)with an arc of a circular curve to the right having a radius of 25.00'an arc
length of 25.56'and a chord bearing and distance of S 30-51-38 W 24.46'to a found#4
rebar;7)with an arc of a circular curve to the left having a radius of 50.00'an arc length
of 76.38'and a chord bearing and distance of S 16-23-05 W 69.17'to the common corner
of lot 251 as recorded in the aforementioned Map;thence with the common line of the
aforementioned lot 251 the following three(3)calls: 1)S 55-07-30 W 82.39'to a found
#4 rebar;2)S 01-37-56 E 203.36'to a found#4 rebar;3)S 19-32-34 E 212.92'to a found
5
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i
f
i
#4 rebar on Lake as recorded in Map Book 30 Page 110-118 of the Iredell County Public i
Registry;thence with the aforementioned Lake the following twenty-seven(27)calls: 1)
S 08-10-20 E 13.48';2)S 58-43-56 W 25.00';3)S 54-36-53 W 30.56';4)S 30-53-37 W t
23.46';5)S 46-57-20 W 18.71';6)S 39-26-22 W 30.49';7)S 48-52-52 W 11.25';8)S
48-52-52 W 15.81';9)S 55-56-18 W 43.78'; 10)S 37-47-28 W 21.93';11)S 42-46-27 E : !
29.41'; 12)N 69-02-45 E 23.81; 13)N 47-25-09 E 29.26;14)N 59-38-40 E 10.63';15)
N 59-38-40 E 15.32'; 16)N 64-30-07 E 21.39';17)N 80-14-49 E 23.67'; 18)S 87-52-20
E 21.72';19)N 06-33-16 W 8.14';20)N 51-14-04 E 9.51';21)N 61-20-26 E 34.14';22) I
S 84-41-58 E 15.57;23)N 62-34-58 E 19.52;24)N 59-10-24 E 34.37;25)N 88-10-16
E 29.16';26)N 63-32-43 E 28.32';27)S 79-30-14 E 25.16'to a set#5 rebar on the
common corner of lot 22 as recorded in Map Book 44 Page 105 of the Iredell County
Public Registry;thence with the common line of lots 22-23 and 25-26 the following five
(5)calls: 1)S 18-00-07 E 191.76'to a set#5 rebar;2)S 09-51-47 W 97.71'to a found#4 t
rebar;3)S 38-31-36 W 84.54'to a set#5 rebar;4)S 64-37-38 W 100.19'to a found ,
concrete monument;5)S 24-53-04 E 229.18'to a found concrete monument on the
Right-of-Way of Quaker Road;thence with the Right-of-Way of Quaker Road S 62-07-
04 W 20.00'to a set#5 rebar marking the common corner of lot 27 as recorded in Map
Book 31 Page 57-59 of the Iredell County Public Registry;thence with the common line
of lots 27,38,233-235 and 246-249 as recorded in Map Book 32 Page 78-80 the I
following fifteen(15)calls: 1)N 25-21-21 W 232.65'to a set#5 rebar;2)N 83-35-14 W
86.28'to a found#4 rebar;3)N 56-21-24 W 98.94'to a found#4 rebar;4)N 28-00-07 W
163.92'to a found#4 rebar;5)N 12-44-22 W 197.97'to a found#4 rebar;6)N 39-16-47
W 178.64'to a set#5 rebar;7)N 07-43-35 W passing a found#4 rebar at 100.02'a total
distance of 247.50'to a found#4 rebar;8)N 13-04-43 E passing a found#4 rebar at
185.16'a total distance of 288.16'to a found concrete monument;9)N 30-29-01 E t
68.39'to a found#4 rebar; 10)N 03-27-45 E 76.37'to a found#4 rebar;11)N 20-11-09
E 71.15'to a found#4 rebar; 12)N 07-13-20 E 49.81'to a found#4 rebar; 13)N 11-40-
44 E 116.39'to a set#5 rebar; 14)N 06-11-12 W 53.83'to a set#5 rebar; 15)N 37-58-29
W 49.85'to the Point of Beginning containing 10.247 Acres.
F
Tract 5 1
Consisting of a portion of Golf Hole 7
Beginning at a found bent#4 rebar being the common corner of lot 9 and the Right-of-
Way of Quaker Road as recorded in Map Book 31 Page 129 of the Iredell County Public
Registry;thence with the common line of the aforementioned lot 9 the following two
calls: 1)S 46-14-35 E 179.05'to a set#5 rebar;2)S 34-34-46 E 173.44'to a set#5 rebar f
on Lake as recorded in Map Book 30 Page 110-118 of the Iredell County Public Registry; f
thence with the line of the aforementioned Lake the following eight(8)calls: 1)S 58-30-
06 W 15.20';2)S 55-48-10 W 28.24';3)S 10-54-15 W 42.26';4)S 66-01-56 W 22.16';
5)S 50-36-33 W 15.12';6)N 85-24-55 W 25.38;7)S 86-10-53 W 29.76;8)N 73-40-51
W 49.04'to a set#5 rebar on the common corner of lot 8 as recorded in Map Book 31
Page 57-59 of the Iredell County Public Registry;thence with the common line of the
aforementioned lot 8 N 63-30-00 W 238.11'to a found#4 rebar on the Right-of-Way of t
the aforementioned Quaker Road;thence with the aforementioned Right-of-Way the r
k
f:
6
,
i
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!
i1
following three(3)calls: 1)N 02-31-40 W 29.97'to a found bent#4 rebar;2)with an arc I
of a circular curve to the right having a radius of 175.00'an arc length 197.36'and chord
bearing and distance of N 29-46-47 E 187.06'to a set#5 rebar;3)N 62-05-15 E 81.54'to 1
the point of beginning containing 1.912 Acres.
1
Tract 6
Consisting of a portion of Golf Hole 7 and Golf Hole 8
Beginning at a found bent#4 rebar being the common corner of lot 7 and 8 as recorded in t
Map Book 31 Page 57-59 of the Iredell County Public Registry and Lake as recorded in
Map Book 30 Page 110-118 of the Iredell County Public Registry:thence with the
aforementioned Lake the following forty-three(43)calls: 1)N 78-08-08 E 17.56';2)N
78-08-08 E 26.15';3)N 16-43-41 E 16.40';4)N 56-16-26 E 28.74';5)N 79-03-13 E
63.96';6)N 72-59-21 E 53.03';7)N 55-49-09 E 27.68';8)N 72-01-42 E 32.00';9)N 72-
11-53 E 43.38;10)S 89-53-32 E 29.73; 11)S 57-44-16 E 13.37'; 12)S 34-47-45 E
13.49';13)S 32-31-06 E 5.77'; 14)S 23-02-44 E 10.26';15)S 59-57-10 E 10.07'; 16)S
29-25-11 E 36.70'; 17)S 26-10-22 E 50.91; 18)S 31-59-44 E 23.74'; 19)S 31-18-17 E
21.58';20)S 12-27-58 E 17.47';21)S 29-57-21 W 16.21';22)S 26-48-59 W 33.62';23)
S 24-35-44 W 19.44';24)S 81-20-22 W 15.97';25)S 18-47-17 W 20.86';26)S 38-04-45 i
W 26.23';27)S 46-52-17 W 43.78';28)S 45-33-54 W 20.87';29)S 36-25-55 W 41.59';
30)S 54-33-31 W 36.27';31)S 69-37-22 W 37.84';32)S 59-31-03 W 40.53';33)N 65-
44-00 W 15.58';34)S 26-30-11 W 10.61;35)S 50-17-35 W 26.59';36)S 43-51-10 W
46.46';37)S 45-16-43 W 18.38';38)S 45-16-43 W 6.29';39)S 70-30-18 E 28.35';40)N
79-39-53 E 30.32';41)N 79-39-53 E 14.56';42)N 60-44-48 E 56.99';43)N 65-39-50 E f
20.60'to a set#5 rebar marking the common corner of lot 47 as recorded in Map Book 31 Page 49-51 of the Iredell County Public Registry;thence with the common line of lots 1.
47-56 as recorded in the aforementioned Map the following thirteen(13)calls: 1)S 25-
36-24 W 209.75'to a found#4 rebar;2)S 15-22-15 W 128.19'to a found#4 rebar;3)S
25-49-24 W 125.65'to a found#4 rebar;4)S 63-34-16 E 6.39'to a set#5 rebar;5)S 22-
56-30 W 124.24'to a found#4 rebar;6)S 31-09-18 W 126.12'to a set#5 rebar;7)S 25-
36-24 W 98.65'to a set#5 rebar;8)S 54-08-32 W 34.00'to a found#4 rebar;9)S 27-31-
16 W 128.33'to a found#4 rebar; 10)S 27-26-52 W 128.01'to a found#4 rebar; 11)S
21-57-58 W 136.80'to a found#4 rebar; 12)S 16-46-35 W 103.95'to a found#4 rebar i
13)S 24-12-40 E 190.02'to a set#5 rebar on the Right-of-Way of Chatham Road;thence
with the Right-of-Way of Chatham Road the following five(5)calls: 1)with an arc of a ! 1
circular curve to the left having a radius of 350.00'an arc length of 51.74'and a chord i.
bearing and distance of S 43-57-59 W 51.74'to a set#5 rebar;2)S 39-43-40 W 77.08'to I
1500'an
arc of a circular curve to the right a radius of 9 .
a set#5rebar�3 with anhaving il
arc length of 353.92'and a chord bearing and distance of N 88-16-20 W 307.31'to a set 11
#5 rebar;4)N 36-16-51 W 60.80'to a set#5 rebar;5)with an arc of a circular curve to
the left having a radius of 1177.33'an arc length of 52.75'and a chord bearing and
distance of N 37-33-51 W 52.75'to a set#5 rebar marking the common corner of lot 57
as recorded in Map Book 31 Page 49-51 of the Iredell County Public Registry;thence
with the common line of lots 57-59,61,and 1-7 of the aforementioned Map and Map
Book 30 page 154 and Map Book 31 Page 57-59 of the Iredell County Public Registry
7
t
Book:2168 Page: 1361 Page 10 of 24

the following seventeen(17)calls: 1)N 25-34-51 E 111.53'to a found concrete
monument;2)N 10-13-51 E 126.15'to a found#4 rebar;3)N 09-47-30 E 134.27'to a set
#5 rebar;4)N 41-06-37 E 36.55'to a found#4 rebar;5)N 30-00-26 E passing a found#4
rebar at 18.16'a total distance of 196.48'to a found#4 rebar;6)N 60-09-49 W 38.42'to
a set#5 rebar;7)N 25-34-51 E 137.95'to a set#5 rebar;8)N 27-41-28 E 80.63'to a set
#5 rebar;9)S 67-28-30 E 30.42'to a found#4 rebar; 10)N 25-22-08 E 125.61'to a set#5
rebar; 11)N 40-50-08 E 141.08'to a set#5 rebar; 12)N 29-01-38 E 63.68'to a found#4
rebar; 13)N 30-40-11 E passing a found#4 rebar at 101.21'a total distance of 259.96'to
a found#4 rebar; 14)N 33-25-10 E passing a found#4 rebar at 129.80'a total distance of
311.87'to a found#4 rebar; 15)N 44-41-06 E 122.48'to a set#5 rebar; 16)N 31-04-50
W 139.47'to a found#4 rebar w/cap;17)S 87-29-23 W 84.37'to the Point of Beginning
containing 14.125 Acres.
Tract 7
Consisting of Golf Hole 9
Beginning at a set#5 rebar being the common corner of lot 2 and the Right-of-Way of
Chatham Road as recorded in Map Book 31 Pages 49-51 of the Iredell County Public
Registry;thence with the aforementioned Chatham Road the following three(3)calls: 1)
with an arc of a circular curve to the right having a radius of 1,127.33'an arc length of
24.16'and a chord bearing and distance of S 36-53-42 E 24.16'to a found bent#4 rebar:
2)S 36-16-51 E 60.82'to a set#5 rebar;3)with an arc of a circular curve to the left
having a radius of 245.00'an arc length of 426.15'and a chord bearing and distance S
86-06-39 E 374.43'to a found#4 rebar marking the common corner of lot 3 of the
aforementioned Map;thence with the common line of the aforementioned lot 3 the
following three(3)calls: 1)S 31-12-41 E 68.14'to a found#4 rebar;2)N 86-33-40 E
85.15'to a found#4 rebar;3)S 38-44-38 E 189.70'to a found#4 rebar at the Lake;
thence with the Lake as recorded in Map Book 30 Page 110-118 of the Iredell County
Public Registry the following thirty-one(31)calls:1)N 77-33-15 W 34.19';2)S 75-47-
51 W 47.57';3)S 79-25-33 W 31.84';4)N 66-52-01 W 55.02';5)S 71-57-04 W 49.29'
6)N 80-28-45 W 59.66';7)N 75-34-26 W 27.09';8)N 81-34-29 W 45.33';9)N 83-58-33
W 37.36'; 10)N 84-20-43 W 46.25';11)N 54-33-04 W 49.15';12)N 58-19-01 W 37.12';
13)N 20-40-35 W 40.83'; 14)N 84-52-50 W 44.57'; 15)N 87-25-38 W 38.16';16)S 74-
49-07 W 39.18'; 17)S 40-07-26 W 19.30;18)N 78-03-24 W 23.76'; 19) S 30-34-17 W
42.67';20)S 34-16-28 E 29.59';21)S 59-32-00 E 21.80';22)S 65-37-58 E 29.44';23)S
74-49-51 E 15.18';24)S 77-32-29 E 17.12';25)S 77-38-31 E 32.54';26)S 47-22-01 E
18.97';27)S 32-00-14 E 40.50;28)S 81-29-07 E 22.45';29)S 47-02-54 E 63.34';30)S
62-43-01 E 45.17';31)S 37-48-41 E 3.84'to a found#4 rebar marking the common line
of lot 123 as recorded in Map Book 31 Page 42-47 of the Iredell County Public Registry;
thence with the common line of lots 123-129,134,COS 130-131A,131-132 and 1-2 as
recorded in the aforementioned Map and Map Book 47 Page 87,Map Book 30 Page 137,
Map Book and Map Book 31 Page 49-51 of the Iredell County Public Registry the
following twenty-one calls: 1)S 74-46-00 W 17.39'to a set#5 rebar;2)S 74-46-00 W
230.15'to a set#5 rebar;3)S 79-00-40 W 4.74'to a found#4 rebar;4)S 79-00-40 W
128.56'to a found#4 rebar;5)S 73-48-25 W 5.19'to a set#5 rebar;6)S 73-48-25 W
8
fi
Book:2168 Page: 1361 Page 11of24

1
1
42.62'to a set#5 rebar;7)S 73-48-25 W 65.97'to a set#5 rebar;8)S 73-48-25 W 11.83'
to a set#5 rebar;9)S 84-02-48 W 107.10'to a found#4 rebar;10)S 78-48-50 W 119.84'
to a found#4 rebar; 11)S 89-38-42 W 120.00'to a found nail within cart path; 12)N 41-
17-54 W 74.51'to a set#5 rebar; 13)N 41-17-54 W 26.44'to a set#5 rebar;14)N 03-00-
50 W 90.11'to a set#5 rebar; 15)N 20-18-58 E 47.15'to a set#5 rebar; 16)N 42-52-02
E 71.02'to a set#5 rebar; 17)N 78-12-34 E 24.79'to a set#5 rebar;18)N 74-09-16 E
172.74'to a found#4 rebar;19)N 74-09-16 E 180.44'to a found#4 rebar;20)N 46-01-
21 E 168.85'to a set#5 rebar;21)N 49-09-55 E 139.66'to the Point of Beginning
containing 7.157 Acres.
f
Tract 8
Consisting of Golf Hole 10 1.
i
Beginning at a set#5 rebar marking the common corner of lot 565 and the Right-of-Way
of Polpis Drive as recorded in Map Book 33 Page 96-101 of the Iredell County Public
Registry:thence with the aforementioned Right-of-Way the following two(2)calls: 1)
with an arc of a circular curve to the left having a radius of 750.00'an arc length of
111.33'and a chord bearing and distance of S 47-38-35 E 111.23'to a set#5 rebar;2)
with an arc of a circular curve to the right having a radius=125.00'an arc length of 59.70'
and a chord bearing and distance of S 38-12-50 E 59.13'to a set#5 rebar marking the r
common corner of lot 651-COS as recorded in Map Book 44 Page 30 of the Iredell I
County Public Registry;thence with the common line of the aforementioned lot 651-COS
and lots 601-604 and 608 of Map Book 36 Page 141-144 of the Iredell County Public 1
Registry the following twenty-four(24)calls: 1)S 63-49-48 W 43.41'to a found#4 rebar; %
2)S 44-29-13 W 19.92'to a found#4 rebar;3)S 50-08-50 W 77.41'to a found#4 rebar;
4)S 14-56-14 W 60.06'to a found#4 rebar;5)S 18-49-58 W 19.97'to a found#4 rebar;
6)S 33-41-30 W 50.48'to a found#4 rebar;7)S 07-57-52 W 52.59'to a found#4 rebar; I
8)S 43-28-01 W 37.72'to a found#4 rebar;9)S 22-19-32 W 73.95'to a found#4 rebar; I
10)S 43-05-23 W 21.31'to a found#4 rebar; 11)S 44-38-44 W 63.44'to a found#4 i
rebar;12)S 66-54-24 W 58.44'to a found#4 rebar;13)S 39-16-13 W 25.39'to a found s
#4 rebar;14)S 59-39-55 W 29.03'to a found#4 rebar; 15)S 26-37-32 W 75.61'to a
found#4 rebar;16)S 36-00-20 W 92.43'to a found#4 rebar to a found#4 rebar; 17)S
26-23-27 W 26.72'to a found#4 rebar;18)S 60-51-01 W 47.53'to a found#4 rebar
19)S 72-27-20 W 20.23'to a found#4 rebar;20)S 60-13-10 W 111.24'to a found 1
concrete monument;21)S 60-13-10 W 11.87'to a found#4 rebar;22)S 70-34-20 W •I r.
36.41'to a found#4 rebar;23)S 67-54-40 W 35.76'to a found#4 rebar;24)S 71-22-28
W 219.24'to a found#4 rebar on the Right-of-Way of Stonewall Beach Lane;thence
with the Right-of-Way of Stonewall Beach Lane the following four(4)calls:1)N 18-37-
32 W 43.55'to a found#4 rebar;2)with an arc of a circular curve to the left having a
radius of 175.00'an arc length of 199.28'and a chord bearing and distance of N 51-14-
57 W 188.69'to a found#4 rebar;3)N 83-52-33 W 142.85'to a set#5 rebar;4)with an
arc of a circular curve to the left having a radius of 325.00'an arc length of 92.30'and a
chord bearing and distance of S 87-59-26 W 91.99'to a set#5 rebar marking the
common corner of lot 609 as recorded in Map Book 36 Page 141 of the Iredell County
Public Registry;thence with the common line of the aforementioned lot 609 the
{
9
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•
1
t
t
following three(3)calls: 1)N 04-03-02 E 143.00'to a found#4 rebar:2)N 41-38-23 W
42.89'to a found 3/4"pipe;3)N 16-25-42 W 49.48'to a found''A"pipe at the Lake as z
recorded in Map Book 30 Page 110-118 of the Iredell County Public Registry;thence r
with the aforementioned Lake the following thirty(30)calls: 1)N 69-31-28 E 37.96';
2)S 80-25-15 E 7.18';3)N 74-19-59 E 10.01';4)N 81-29-07 E 13.40';5)N 82-07-14 E
37.03';6)S 72-30-04 E 4.95';7)S 72-12-28 E 17.65';8)S 44-21-30 E 15.59';9)S 66-
25-52 E 36.18'; 10)S 86-45-12 E 38.95';11)N 85-14-17 E 33.25'; 12)S 84-56-05 E
24.62';13)S 71-56-39 E 36.42';14)S 68-53-18 E 31.87'; 15)S 80-32-26 E 31.45';16)
N 85-25-17 E 34.49';17)N 73-38-19 E 16.35';18)N 64-42-27 E 21.16'; 19)N 82-30-23
E 15.75';20)N 87-38-41 E 16.98';21)N 87-38-24 E 18.26';22)S 50-59-08 E 11.00';
23)N 38-11-00 W 10.33';24)N 76-16-01 W 23.37';25)N 86-30-30 W 8.85';26)N 26-
42-04 W 19.41';27)N 17-09-30 W 5.68';28)S 82-36-13 E 7.41';29)S 79-13-02 E ti
25.62';30)S 79-13-02 E 10.88'to a set#5 rebar on the common line of lot 561 as
recorded in Map Book 33 Page 96-101 of the Iredell County Public Registry:thence with
the common line of lots 561-565 of the aforementioned Map the following twenty-one
(21)calls: 1)N 79-26-16 E 10.74'to a set#5 rebar;2)S 68-51-01 E 29.73'to a set#5
rebar;3)S 82-43-53 E 27.19'to a set#5 rebar;4)N 79-35-13 E 28.05'to a set#5 rebar;
5)S 74-44-19 E 13.70'to a set#5 rebar;6)N 72-30-41 E 61.41'to a set#5 rebar;7)S s
66-09-49 E 28.60'to a set#5 rebar;8)N 65-28-19 E 73.60'to a found#4 rebar;9)N 63-
25-50 E 67.82'to a found#4 rebar; 10)N 09-31-23 E 22.76'to a found#4 rebar; 11)N f
67-43-14 E 83.70'to a found#4 rebar; 12)N 21-06-32 E 12.99'to a found#4 rebar;13) 1`
N 21-06-32 E 18.14'to a found#4 rebar;14)N 03-19-14 E 22.45'to a found#4 rebar; i
15)N 63-45-53 E 41.72'to a found#4 rebar;16)N 41-15-12 E 27.88'to a found#4
rebar; 17)N 42-57-03 E 44.00'to a found#4 rebar; 18)N 61-25-04 E 99.36'to a found
#4 rebar;19)N 24-09-25 E 106.23'to a found#4 rebar;20)N 41-51-55 W 41.64'to a 1
found#4 rebar;21)N 46-51-23 E 199.02'to the Point of Beginning Containing 8.240 :
acres.
1
B
Tract 9
Consisting of Golf Hole 11
Beginning at a set#5 rebar being the common corner of Lot 631 and the Right-of-Way of Ii
Stonewall Beach Lane as recorded in Map Book 36 Pages 141-144 of the Iredell County 1
Public Registry;thence with the aforementioned Right-of-Way the following two(2) a
calls: 1)N 72-36-12 E 39.71'to a set#5 rebar;2)with an arc of a circular curve to the 1
right having a radius of 275.00'an arc length of 109.40'and a chord bearing and distance
of N 83-59-59 E 108.68'to a found#4 rebar marking the common corner of lot 632 as
recorded in the aforementioned Map;thence with the common line of lots 632-633,635-
636 and 638-640 of the aforementioned Map the following twenty-eight(28)calls: 1)S
18-39-10 E 229.27'to a found#4 rebar;2)S 25-03-06 E 37.62'to a found#4 rebar;3)S
25-03-06 E 38.42'to a set#5 rebar;4)S 07-46-37 E 40.36'to a set#5 rebar;5)S 11-50- 1
23 E 58.53'to a found#4 rebar;6)S 00-44-35 E 13.17'to a found#4 rebar;7)S 00-44- 1
35 E 76.28'to a set#5 rebar;8)S 25-19-16 E 34.86'to a set#5 rebar;9)S 22-51-08 E
24.40'to a found#4 rebar;10)S 15-43-32 E 18.55'to a set#5 rebar; 11)S 12-23-17 E 1
29.50'to a found#4 rebar; 12)S 12-23-17 E 50.28'to a found#4 rebar;13)S 13-48-25 1
10
x
1
Book:2168 Page: 1361 Page 13 of 24

S
r
E 75.16'to a found#4 rebar; 14)S 10-39-20 E 19.23'to a found#4 rebar; 15)S 10-39-
20 E 75.83'to a found#4 rebar;16)S 26-25-42 E 67.39'to a found#4 rebar; 17)S 18-
43-39 E 76.87'to a found#4 rebar; 18)S 20-21-08 E 62.12'to a found#4 rebar;19)S
20-21-08 E 14.32'to a found#4 rebar;20)S 33-41-20 E 63.86'to a found#4 rebar; 1
21)S 02-58-49 E 93.94'to a found#4 rebar;22)S 19-45-13 E 7.90'to a found#4 rebar; 3
23)S 19-45-13 E 25.28'to a found#4 rebar;24)S 10-41-45 E 78.39'to a found#4 I
rebar;25)S 16-05-48 E 61.35'to a found#4 rebar;26)S 21-12-17 E 34.71'to a found
#4 rebar;27)S 09-27-18 W 68.59'to a found#4 rebar;28)S 27-08-01 W 17.69'to a
found#4 rebar marking the common corner of lots 641 and 701;thence with the common f
line of lots 701-702 and 624-631 of the aforementioned Map the following nineteen(19)
calls:1)N 69-16-41 W 29.28'to a found#4 rebar;2)N 69-16-41 W 97.03'to a found#4 €
rebar;3)N 55-59-08 W 76.49'to a found#4 rebar;4)N 50-25-35 W 80.02'to a found
#4 rebar;5)N 16-46-45 W 81.42'to a found#4 rebar;6)N 05-33-11 W 71.56'to a
found#4 rebar;7)N 28-28-39 W 38.64'to a found#4 rebar;8)N 23-27-18 W 74.91'to 1`
a found#4 rebar;9)N 29-15-32 W 86.91'to a found#4 rebar; 10)N 81-38-14 E 25.82' 1
to a found#4 rebar; 11)N 20-21-32 W 77.93'to a set#5 rebar;12)N 21-55-06 W 67.66'
to a found#4 rebar•, 13)N 18-03-54 W 55.03'to a found#4 rebar;14)N 00-02-52 W
88.69'to a found#4 rebar; 15)N 03-01-15 W 142.62'to a found concrete monument; ;
16)N 13-36-31 W 142.60'to a found#4 rebar;17)N 01-29-01 E 45.38'to a found#4
rebar; 18)N 09-37-12 W 104.25'to a found#4 rebar;19)N 11-06-15 W 228.89'to the
1.
Point of Beginning containing 6.944 acres.
Tract 10 1
Consisting of Golf Hole 12 i
i
Beginning at a found#4 rebar marking the common corner of Lot 743-COS and the
Right-of-Way of Attleboro Place as recorded in Map Book 44 Page 31 of the Iredell
County Public Registry;thence with the aforementioned Right-of-Way of Attleboro Place
with an arc of a circular curve to the right having a radius of 325.00'an arc length of
28.02'and a chord bearing and distance of S 72-54-30 E 28.01'to a set#5 rebar at the
corner of Lot 741-723A as recorded in Map Book 38 Page 57-59 of the Iredell County I
Public Registry;thence with the common line of Lots 741-723A,900-717A,740-727A, t
740-726A,740-735A,740-734A and 740-733A the following twenty-eight(28)calls: 1) 1 `
S 29-35-00 W 34.22'to a set#5 rebar;2) S 45-32-43 W 29.38'to a set#5 rebar;3) S 61-
29-37 W 43.59'to a set#5 rebar;4) S 32-33-44 W 42.15'to a found#4 rebar;5)S 48-13-
42 W 24.05'to a found bent#4 rebar;6)S 64-23-05 W 22.81' to a found#4 rebar;7)S C
78-33-50 W 38.76'to a found#4 rebar;8)S 35-53-01 W 42.82'to a found#4 rebar;9)S g
46-44-01 W 23.88'to a found#4 rebar;10) S 62-11-31 W 45.76'to a found#4 rebar;11) ic
S 54-58-43 W 18.67'to a found#4 rebar; 12) S 51-36-08 W 27.69'to a found#4 rebar; ;
13) S 26-18-37 W 75.14'to a found#4 rebar;14) S 46-22-44 W 60.59'to a found bent f
#5 rebar; 15) S 49-09-54 W 50.27'to a found#4 rebar;16) S 49-09-54 W 151.18'to a a
found#4 rebar;17) S 78-50-26 W 52.40'to a found#4 rebar; 18)S 44-23-36W 103.39'
to a found#4 rebar; 19) S 79-25-45 W 69.02'to a found#4 rebar;20) S 40-37-07 W I:
86.95'to a found#4 rebar;21) S 40-37-07 W 76.36'to a found#4 rebar;22) S 11-39-44
W 36.97'to a found#4 rebar•,23) S 32-17-57 W 37.81'to a found#4 rebar;24) S 32-17- 'i
1
11
i
1.
Book:2168 Page: 1361 Page 14 of 24

,
57 W 12.35'to a found#4 rebar;25)S 38-24-05 W 42.70'to a found#4 rebar;26) S 16- 1
49-46 W 40.34'to a found#4 rebar;27) S 16-49-46 W 40.34'to a found#4 rebar;28)
S 27-28-21 W 133.08'to a found#4 rebar marking the common corner of Lot 744 as
recorded in Map Book 39 Page 23-26 of the Iredell County Public Registry;thence with
the common line of the aforementioned Lot 744 and Lot 803 and Lot 805 the following j
nineteen(19)courses: 1) S 27-28-21 W 21.67'to a found#4 rebar;2) S 15-04-12 W
51.05'to a set#5 rebar;3) S 49-56-20 W 38.75'to a set#5 rebar;4) S 88-55-04 W
35.25'to a found#4 rebar;5) S 49-46-49 W 87.78'to a found#4 rebar;6) S 83-49-25 W
32.51'to a found#4 rebar;7) N 74-00-44 W 42.20'to a found#4 rebar;8) N 86-44-35 (
W 9.90'to a found#4 rebar;9) S 75-50-36 W 36.17'to a found#4 rebar; 10) N 69-39-
38 W 58.99'to a found#4 rebar;11) S 84-42-50 W 18.41'to a found#4 rebar;12) N 88-
43-19 W 31.86'to a found#4 rebar;13) S 88-03-31 W 40.33'to a found#4 rebar;14) S ,,
87-17-28 W 25.98'to a found hole in the cart path; 15) N 44-24-09 W 27.73'to a found
#4 rebar; 16) N 89-45-51 W 51.25'to a set#5 rebar; 17) N 50-16-42 W 68.65'to a
found#4 rebar; 18) N 03-13-52 E 55.64'to a found#4 rebar; 19) N 24-02-38 E 44.29'
to a found#4 rebar on the Lake as recorded in Map Book 30 Page 110-118 of the Iredell 1
County Public Registry;thence with the aforementioned Lake the following twenty-three
(23)calls: 1) N 63-42-20 E 17.02';2)N 58-33-13 E 32.95';3)N 79-57-48 E 33.59';4)N I 1'
88-03-26 E 25.52';5)N 82-10-57 E 22.13';6)N 82-43-43 E 27.15';7) N 83-51-23 E
22.10';8) S 89-36-43 E 32.22';9) S 73-27-14 E 25.62';10) S 74-48-41 E 25.80';11) S r
57-03-07 E 28.06';12) S 68-17-31 E 29.07'; 13) N 61-11-50 E 15.95';14) N 59-37-51 E
14.89';15) N 67-33-52 W 28.07'; 16) N 15-25-37 E 16.27',17) N 29-30-30 W 24.03';
18) N 40-03-10 W 20.59'; 19) N 44-19-06 W 27.49';20) N 65-56-15 W 29.29';21) N
07-38-52 E 23.56';22) S 83-03-25 E 17.41';23) N 27-12-47 E 10.62'to a found#4 rebar
on the common line of Lot 735 as recorded in Map Book 38 Page 57-59 of the Iredell
County Public Registry thence with the common line of Lots 735 through 738 and 739-
714A and 739-713A as recorded in the aforementioned Map. The following eleven(11)
calls: 1) N 63-43-11 E 89.90'to a found#4 rebar;2) N 47-08-39 E 52.60'to a found
concrete monument;3) N 30-40-29 E 142.47'to a found bent#4 rebar;4) N 30-40-29 E
93.49'to a found#4 rebar;5) N 32-26-35 E 128.47'to a found#4 rebar;6) N 47-04-23
E 104.18'to a found#4 rebar;7)N 58-59-12 E 90.56'to a found#4 rebar;8) N 43-46-38
E 59.12'to a found#4 rebar;9) N 74-18-59 E 14.00'to a found#4 rebar;10) N 74-18-
59 E 122.89'to a found bent#4 rebar; 11)N 57-59-45 E 89.82'to a found bent#4 rebar
marking the common line of the aforementioned 733-COS Lot;thence with the common
line of the aforementioned 733-COS Lot the following eight (8)calls: 1) S 20-38-34 W
15.96'to a found#4 rebar;2) N 70-27-33 E 105.25'to a found#4 rebar;3) N 51-17-45 (
E 55.41'to a found#4 rebar;4) N 57-32-37 E 182.83'to a found#4 rebar;5) N 48-58-
23 E 64.53'to a found#4 rebar;6) N 69-16-52 E 76.07' to a found#4 rebar;7) S 47-28- 1
29 E 70.98'to a found#4 rebar;8) N 47-48-37 E 67.13'to the Point of Beginning being o-
f,
9.199 acres.
i
t
Tract 11 '
Consisting of Golf Hole 13 ,
k
i
t
12
i
Book:2168 Page: 1361 Page 15 of 24

Beginning at a found#4 rebar marking the common corner to lot 863-809A and lot 812
as recorded in Map Book 39 Page 23-26 of the Iredell County Public Registry;thence
with the common line of lots 812-816 of the aforementioned Map the following twenty-
eight(28)calls: 1)S 66-27-24 E 80.52'to a set#5 rebar;2)S 74-26-40 E 31.81'to a
found#4 rebar;3)S 56-05-31 E 33.39'to a set#5 rebar;4)S 46-22-52 E 24.99'to a found
#4 rebar;5)S 49-56-18 E 34.59'to a found#4 rebar;6)S 57-07-07 E 40.44'to a set#5
rebar;7)S 55-58-21 E 36.75'to a found#4 rebar;8)S 50-44-57 E 47.92'to a found#4
rebar;9)S 50-44-57 E 55.83'to a found#4 rebar; 10)S 44-24-34 E 36.91'to a found#4 •
rebar;11)S 51-11-16 E 27.41'to a found#4 rebar;12)S 51-11-16 E 10.34'to a found#4
rebar; 13)S 65-31-26 E 52.81'to a found#4 rebar;14)S 64-29-00 E 27.64'to a found#4
rebar;15)S 63-08-04 E 25.04'to a found bent#4 rebar; 16)S 78-31-27 E 25.23'to a
found bent#4 rebar; 17)S 85-57-31 E 30.23'to a found#4 rebar; 18)S 72-52-25 E 29.50'
to a set#5 rebar;19)S 48-32-00 E 18.86'to a set#5 rebar;20)S 30-46-22 E 23.79'to a
set#5 rebar;21)S 23-42-54 E 26.16'to a set#5 rebar;22)S 23-42-54 E 6.53'to a set#
5 rebar;23)S 27-06-10 E 21.59'to a set#5 rebar;24)S 31-05-10 E 20.62'to a set#5
rebar;25)S 37-27-17 E 33.18'to a set#5 rebar;26)S 42-12-00 E 35.78'to a set#5
rebar;27)S 47-21-53 E 31.80'to a set#5 rebar;28)S 65-43-28 E 34.82'to a set#5
rebar marking the common corner of lot 862-816A;thence with the common line of the
aforementioned lot 862-816A the following two(2)calls: 1)S 66-22-20 W 98.20'to a set
#5 rebar;2)S 32-11-03 W 124.97'to a set#5 rebar at the Lake as recorded in Map Book
30 Page 110-118 of the Iredell County Public Registry;thence with the aforementioned
Lake the following thirty-three(33)calls: 1)N 09-53-04 E 15.02';2)N 00-58-00 W
30.76';3)N 00-00-15 W 27.90';4)N 69-14-56 W 49.49';5)S 89-36-58 W 16.30';6)N
78-47-13 W 18.37';7)N 80-11-31 W 23.49';8)N 42-04-17 W 22.11';9)N 39-56-45 W
24.81'; 10)N 38-40-59 W 18.61'; 11)N 25-18-27 W 37.82; 12)N 48-54-58 W 32.07; •
13)N 59-00-55 W 28.94; 14)S 54-45-21 W 22.54;15)N 77-01-24 W 24.47;16)N 74-
46-39 W 29.76'; 17)N 58-17-52 W 31.32';18)N 17-12-50 W 42.77'; 19)N 14-33-52 W
33.02';20)N 29-57-51 W 43.72';21)N 03-44-18 W 26.86';22)N 10-11-12 E 10.31';23)
N 70-35-15 W 20.92';24)N 68-00-19 W 10.10';25)N 61-25-15 W 21.64';26)N 46-05-
40 W 50.47';27)N 53-51-55 W 31.28';28)N 40-44-42 W 23.90';29)N 55-34-56 W
25.62';30)N 71-18-14 W 36.83';31)N 82-18-33 W 46.57';32)N 78-15-29 W 38.93';
33)N 87-33-42 W 7.97'to a set#5 rebar marking the corner of the aforementioned lot
863-809A;thence with the common line of the aforementioned lot 863-809A the
following two(2)calls: 1)N 20-20-56 E 80.58'to a set#5 rebar;2)N 32-04-34 E 70.27'
to the Point of Beginning containing 3.183 Acres
ti
Tract 12
Consisting of Golf Hole 14 and 15
Beginning at found bent#4 rebar marking the common corner of Lot 1204 and the Right-
of-Way of New Haven Drive as recorded in Map Book 43 Page 106-107 of the Iredell
County Public Registry;thence with an the aforementioned New Haven Drive with an arc
of a circular curve to the left having a radius 875.00'an arc length 45.62'and a chord
bearing and distance of S 72-48-39 E 45.62'to a set scribe in light pole base marking the
common corner of Lot 1205 as recorded in the aforementioned Map;thence with the
13
Book:2168 Page: 1361 Page 16 of 24

. . H
,
common line of Lots 1205-1210 of the aforementioned Map the following twenty-six
(26)calls: 1) S 16-28-56 E 22.96'to a found#4 rebar;2) S 12-40-03 E 51.19'to a found I
bent#4 rebar;3) S 10-19-31 E 46.70'to a found#4 rebar;4) S 08-07-51 E 44.02'to a
found#4 rebar;5) S 18-39-19 E 23.46'to a found#4 rebar;6) S 30-05-47 E 19.19'to a
found#4 rebar•,7) S 46-27-48 E 16.21'to a found#4 rebar;8) S 58-16-17 E 24.72'to a
found#4 rebar;9) S 54-07-28 E 21.34'to a found#4 rebar;10) N 83-53-58 E 64.71'to a
found#5 rebar; 11) N 84-54-16 E 37.38'to a found#5 rebar; 12) S 84-30-19 E 41.81'to
a found#4 rebar;13) S 46-10-11 E 50.13'to a found#5 rebar; 14) S 42-39-44 E 44.55'
to a found#4 rebar;15) S 13-14-56 E 108.55'to a found#5 rebar; 16) S 16-04-08 W
70.34'to a found#5 rebar; 17) S 20-08-33 W 80.09'to a found#4 rebar; 18) S 13-31-19
W 91.47'to a found#4 rebar;19) S 13-31-19 W 10.34'to a found#5 rebar;20) S 13-04-
49 W 53.06'to a found#5 rebar;21) S 29-38-47 W 106.16'to a found#5 rebar;22) S ''
29-38-47 W 16.16'to a found#5 rebar;23) S 22-25-22 W 83.80'to a found#5 rebar;24)
S 15-20-57 W 52.59'to a found bent#4 rebar;25) S 43-49-20 W 108.67'to a found#4
rebar;26) S 88-29-04 W 97.33'to a set#5 rebar at Lake as recorded in Map Book 30
Page 110-118 of the Iredell County Public Registry;thence with the aforementioned Lake t
the following forty-one(41)calls: 1) N 68-13-01 W 22.89';2) N 79-30-04 W 44.18 3) , I'
S 68-22-02 W 22.44;4) S 64-51-22 W 28.38;5) S 59-12-42 W 11.73';6) S 56-19-19
W 25.82;7) S 59-57-33 W 23.23';8) S 69-17-33 W 19.84';9) S 13-32-32 W 8.49';10) (
N 88-32-38 W 11.67'; 11) S 11-17-53 E 4.29'; 12) S 75-39-14 W 12.46'; 13) S 01-35-13
W 12.73'; 14) S 53-09-15 W 21.44';15) S 00-49-44 E 17.13'; 16) S 17-18-53 W Ii.
10.18'; 17) S 58-59-30 E 8.08'; 18) S 27-06-47 E 55.64'; 19) S 35-17-09 E 45.24';20)
S 28-41-45 E 25.32';21) S 29-27-08 E 36.99';22) S 28-04-08 E 50.26';23) S 43-55- t
00 E 41.68';24) S 00-28-17 W 60.20'to a set#5 rebar;25) S 29-59-05 W 21.54';26) S !
85-46-13 W 20.74'; 27) S 88-20-15 W 21.66';28) S 85-14-06 W 40.55';29)N 78-54- t
17 W 37.54';30) N 77-50-01 W 39.92';31)N 76-00-45 W 40.92';32) N 48-12-17 W
30.19';33) N 33-25-58 W 40.26';34) N 20-13-38 W 29.22';35) N 4-28-16 W 38.04'; I
36) N 22-05-59 W 18.01';37) N 2-25-11 E 30.38';38) N 15-24-27 W 26.63';39) N
42-49-13 W 27.43';40) N 54-43-39 W 7.00';41)S 89-17-33 W 9.73'to a found#4
rebar marking the common corner of Lot 1144;thence with the common line of Lot 1144
as recorded in Map Book 41 Page 60 of the Iredell County Public Registry;thence with
the common line of Lots 1144-1148 of the aforementioned Map,the following fifteen
(15)calls: 1) S 87-56-57 W 78.32'to a found#4 rebar;2)N 75-01-16 W 71.38'to a
found#4 rebar;3) N 62-50-11 W 39.62'to a found#4 rebar•,4)N 44-42-22 W 73.22'to a
found#4 rebar; 5) N 32-02-15 W 79.37'to a set scribe in concrete fence post;6) N 18-
22-19 W 59.13'to a found#4 rebar;7)N 13-28-51 W 69.73'to a set#5 rebar;8) N 11- i
58-05 E 50.33'to a found#4 rebar•,9) N 08-28-42 E 62.89'to a found#4 rebar;10)N i'
12-13-40 E 102.22'to a found#4 rebar;11)N 01-45-42 E 87.20'to a found#4 rebar; 12)
N 62-07-51 E 84.94'to a found#4 rebar; 13) N 25-13-53 E 25.83'to a found#4 rebar; j ;
14) N 64-17-59 W 160.05'to a found#4 rebar;15) N 64-17-59 W 168.17'to a set#5 j
rebar in the Right-of-Way for Brawley School Road;thence with the Right-of Way for
Brawley School Road the following five(5)calls: 1) with the arc of a circular curve to
the right having a radius of 1303.14'an arc length of 98.82'and a chord bearing and
distance of N 51-57-08 E 98.80'to a set#5 rebar;2) N 54-07-29 E 399.30'to a set#4 i
rebar;3) with the arc of a circular curve to the left having a radius of 845.00'an arc
length of 171.86'and a chord bearing and distance of N 48-17-54 E 171.56'to a found
14 E
1
Book:2168 Page: 1361 Page 17 of 24

is
#4 rebar; 4) with the arc of a circular curve to the left having a radius of 1495.00'an arc
length of 138.71'and a chord bearing and distance ofN 39-48-52 E 138.66'to a set #5
rebar;5) with the arc of a circular curve to the right having a radius of 25.00'an arc
length of 37.86'and a chord bearing and distance of N 80-32-27 E 34.34'to a set#5
rebar on the Right-of-Way to the aforementioned New Haven Drive;thence with the
Right-of-Way of the aforementioned New Haven Drive the following two(2)courses:
1) with an arc of a circular curve to the left having a radius of 875.00'an arc length of
102.86'and a chord bearing and distance of S 59-26-32 E 102.80'to a found bent#4
rebar;2) with the arc of a circular curve to the right having a radius of 25.00'an arc
length of 38.01'and a chord bearing and distance of S 19-15-05 E 34.45 feet to a set#5
rebar on the Right-of-Way of Lynnfield Court;thence with the Right-of-Way of the
aforementioned Lynnfield Court,the following four(4)calls: 1) S 24-18-27 W 125.08'
to a set#5 rebar;2) with the arc of a circular curve to the left having a radius of 620.00'
an arc length of 247.25' and a chord bearing and distance of S 12-52-14 W 245.88'to a
found#4 rebar;3) with an arc of a circular curve to the right having a radius of 25.00'an
arc length of 22.00'and a chord bearing and distance of S 26-38-29 W 21.30';4) with an
arc of a circular curve to the left having a radius 50.00'an arc length of 52.94'and a
chord bearing and distance of S 21-31-10 W 50.50'to a found#4 rebar being the
common corner of Lot 1201 as recorded in Map Book 43 Page 106-107 of the Iredell F
County Public Registry;thence with the common line of Lots 1201-1204 of the
aforementioned Map the following forty-five (45)calls: 1) S 81-11-22 W 23.25'to a
found#4 rebar;2) S 07-14-58 W passing a#5 rebar set at 308.50'a total distance of
313.50';3) S 44-49-39 E 35.60'to a point;4) S 42-59-37 E 26.21';5) S 36-26-29 E
40.38';6) S 44-16-49 E 33.70';7) S 46-03-14 E 20.60';8) S 46-03-14 E 21.72';9) S
48-34-27 E 46.08; 10) S 51-05-53 E 19.90';11) S 50-14-37 E 57.81'; 12) S 27-30-32
E 41.39;13) S 15-26-39 E 14.51'; 14) N 57-42-04 E passing a set#5 rebar at 10.00'a F
total distance of 57.50'to a found#5 rebar; 15) N 41-42-06 E 24.37'to a found#5 rebar;
16) N 36-43-21 E 26.71'to a found#5 rebar; 17) N 25-13-36 E 18.14'to a found#5 l
rebar; 18) N 14-01-24 E 12.73'to a found#5 rebar;19) N 05-11-59 W 17.72'to a found
#5 rebar;20) N 17-37-47 W 19.98'to a found#5 rebar;21) N 10-47-38 W 31.60'to a
found bent#5 rebar;22) N 07-49-26 E 24.39'to a found#5 rebar;23) N 12-26-07 E
32.07' to a found#5 rebar;24) N 08-37-41 W 14.04'to a found#5 rebar;25) N 17-58-
12 W 12.01'to a found#5 rebar;26) N 23-11-45 W 28.62'to a found#5 rebar;27) N
06-42-30 W 28.15 to a found#5 rebar;28) N 05-23-31 E 33.96'to a set#5 rebar;29) N
13-15-46 E 34.26'to a found bent#5 rebar;30) N 22-16-32 E 29.34'to a set#5 rebar;
31) N 34-00-10 E 35.18'to a found#5 rebar;32) N 39-32-08 E 21.08 to a set#5 rebar;
33) N 28-22-24 E 29.09'to a found#5 rebar;34) N 09-27-48 E 42.70'to a found#5
rebar;35) N 06-04-42 E 59.78'to a found#5 rebar;36) N 00-43-37 E 66.97'to a found
#4 rebar;37) N 20-43-11 W 30.30'to a found#4 rebar;38) N 06-36-13 E 59.37'to a
found#4 rebar;39) N 45-28-51 W 24.82'to a found#4 rebar;40) N 30-56-44 W;
27.40'to a found#4 rebar;41) N 18-39-46 W 31.59'to a found#4 rebar;42) N 08-19-
03 W 46.06'to a found#4 rebar;43) N 09-46-15 W 45.65'to a found#4 rebar;44) N
12-41-32 W 49.01'to a found#4 rebar;45) N 16-46-59 W 47.03'to a found#4 rebar to
the Point and Place of Beginning being 18.065 Acres.
15
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3
Tract 13
Consisting of Golf Hole 16 ('
Beginning at a found#4 rebar marking the common corner of lot 901 and the Right of
Way of Yacht Road as recorded in Map Book 50 Page 46 of the Iredell County Public
Registry;thence with the Right-of-Way for Yacht Road with an arc of a circular curve to
the right having a radius of 2305.00'an arc length of 244.08'a chord bearing and
distance of S 50-42-43 E 243.96'to a set#5 rebar marking the common corner of lot
1301 as recorded in Map Book 45 Page 39-40 of Iredell County Public Registry,thence ;
with the common line of lots 1301 and 1302 as recorded in the aforementioned Map the
following nine(9)calls: 1)S 32-49-30 W 171.40'to a found#4 rebar;2)S 22-48-46 E I
77.68'to a found#4 rebar;3)S 49-14-04 E 103.28'to a found#4 rebar;4)S 43-02-53 W
33.96'to a found#4 rebar;5)S 00-26-23 W 24.83'to a found#4 rebar;6)S 45-27-48 W
50.23'to a found bent#4 rebar;7)S 87-19-07 W 24.53'to a set#5 rebar;8)S 46-46-25 i
W 8.61'to a found#4 rebar;9)S 36-33-02 W 40.91'to a found#4 rebar at Lake as
recorded in Map Book 30 Page 110-118 of the Iredell County Public Registry;thence 1
with the aforementioned Lake the following seventy-three(73)calls: 1)N 69-34-42 W
13.16';2)N 40-56-58 W 20.68';3)N 47-58-18 W 26.81';4)N 37-12-40 W 40.17';5)N
39-00-58 W 22.32';6)N 02-32-28 E 16.16';7)N 17-44-43 E 7.25';8)N 18-03-30 E
23.97';9)N 06-46-22 E 24.60'; 10)N 26-35-19 E 36.12';11)N 13-18-21 E 29.81'; 12) I
N 19-17-26 E 40.70';13)N 22-36-28 E 35.13';14)N 32-36-47 E 23.26'; 15)N 58-23-51 B
E 22.52'; 16)N 19-34-29 E 29.27'; 17)N 22-38-57 E 18.10'; 18)N 32-19-35 W 6.71';
19)N 32-19-35 W 9.07';20)S 80-05-28 W 13.16';21)S 29-25-29 W 19.09';22)S 49- r
14-24 W 15.76';23)S 61-57-17 W 31.81';24)S 58-47-08 W 57.66';25)N 75-10-05 W
30.97';26)N 59-08-47 W 31.69';27)S 10-28-49 W 44.61';28)S 30-45-34 E 36.27';
29)S 04-53-40 W 43.33';30)S 28-08-44 W 47.72';31)S 41-54-34 W 37.61';32)S 39-
35-55 W 60.16';33)S 50-52-41 W 36.75';34)S 56-15-04 W 35.68';35)S 40-25-44 W
32.90';36)S 63-33-00 W 16.75';37)S 79-49-08 W 19.03';38)N 86-11-53 W 37.41';
39)N 69-41-34 W 15.02';40)S 72-39-28 W 39.12';41)S 83-12-03 W 16.33';42)N 44-
47-36 W 14.90';43)N 38-41-18 W 17.87';44)N 37-34-04 W 21.92';45)N 30-34-32 W
8.81';46)N 21-10-14 W 11.53';47)N 03-28-08 W 15.15';48)N 00-03-21 W 19.72';
49)S 40-53-18 W 15.11';50)S 25-23-08 W 19.03';51)S 11-32-06 W 13.21';52)S 32-
43-41 W 9.53';53)S 86-40-52 W 14.66';54)N 64-59-28 W 16.04';55)N 73-54-09 W
18.37';56)S 84-33-03 W 12.42';57)N 78-23-49 W 25.51';58)N 76-15-02 W 18.48'; €
59)S 84-57-45 W 9.13';60)S 71-28-21 W 10.09';61)S 81-24-45 W 14.02';62)S 43-
07-22 W 15.17';63)S 26-54-31 W 7.71';64)S 00-46-55 W 12.22';65)S 43-26-16 E t
22.11';66)S 49-12-36 E 25.54';67)S 38-11-38 E 30.07';68)S 34-24-10 E 12.81';69)
S 24-24-48 E 10.26';70)S 74-43-25 E 46.67';71)S 43-39-56 E 78.81';72)S 46-31-37 [
E 68.39';73)S 43-08-09 E 79.25'to a found#4 rebar marking the common corner of lot
1226 as recorded in Map Book 43 Page 106-107 of the Iredell County Public Registry;
thence with the common line of lots 1226-1229 of the aforementioned Map the following
fourteen(14)calls: 1)S 39-01-48 W 103.78'to a set#5 rebar;2)S 34-44-00 W 39.90'to i
a set#5 rebar;3)S 54-19-34 W 36.78'to a set#5 rebar;4)S 37-24-53 W 40.87'to a set
#5 rebar;5)S 41-30-30 W 67.46'to a found#4 rebar;6)S 35-24-56 W 116.57'to a
found#4 rebar;7)S 39-58-25 W 85.00'to a found#4 rebar;8)S 39-58-25 W 73.19'to a I
found#4 rebar;9)S 41-08-28 W 156.66'to a found#4 rebar; 10)S 41-08-28 W 21.99'to F
f
i
f
16
,
Book:2168 Page: 1361 Page 19 of 24

a found#4 rebar;11)S 26-38-17 W 129.26'to a found#4 rebar; 12)S 26-38-17 W
36.15'to a found#4 rebar; 13)S 28-59-39 W 165.18'to a found#4 rebar; 14)S 07-43-21
E 45.01'to a found bent#4 rebar on the Right-of-Way of New Haven Drive;thence with
the Right-of-Way of New Haven Drive the following two(2)calls: 1)with an arc of a
circular curve to the right having a radius of 825.00'an arc length of 246.90'and a chord
bearing and distance of N 64-49-09 W,245.98'to a set#5 rebar;2)with an arc of a
circular curve to the right having a radius of 25.00'an arc length of 39.12'and a chord
bearing and distance of N 11-25-17 W 35.25'to a found#4 rebar on the Right-of-Way of
Brawley School Road;thence with the Right-of-Way of Brawley School Road the
following five(5)calls: 1)with an arc of a curve to the left having radius of 1495.00'an
arc length of 45.61'and a chord bearing and distance of N 32-31-44 E 45.61'to a set#5
rebar;2)with an arc of a circular curve to the left having a radius of 1495.00'an arc
length of 273.34'and a chord bearing and distance of N 26-25-01 E 272.96'to a set#5
rebar;3)N 21-10-45 E 566.99'to a set#5 rebar;4)N 21-10-45 E 214.90'to a set#5
rebar;5)with an arc of a circular curve to the right having a radius of 885.00'an arc
length of 96.10'and a chord bearing and distance of N 24-23-57 E 96.05'to a set#5
rebar marking the common corner of lot 1231 as recorded in the aforementioned Map,
thence with the common line of lots 1231,1230,and 901 the following seventeen(17)
calls: 1)S 87-28-17 E 22.14'to a set#5 rebar;2)S 87-28-17 E 208.36'to a found#4
rebar;3)N 52-35-50 E 55.98'to a found etch in concrete;4)N 58-48-10 E 39.66'to a
found#4 rebar;5)N 43-54-24 E 32.47'to a found#4 rebar;6)N 58-34-11 E 25.57'to a
found#4 rebar;7)N 40-05-50 E 21.12'to a found#4 rebar;8)N 40-05-50 E 19.56'to a
found#4 rebar;9)N 47-33-58 E 18.24'to a found#4 rebar;10)N 65-26-58 E 49.92'to a
found#4 rebar;11)N 73-01-31 E 12.68'to a found#4 rebar; 12)N 85-34-58 E 49.58'to
a found#4 rebar; 13)N 87-45-08 E 51.96'to a found#4 rebar;14)N 29-57-37 E 36.53'
to a found#4 rebar;15)N 47-42-52 W 68.56'to a found#4 rebar;16)N 39-40-54 E
200.21'to a found concrete monument;17)N 39-40-54 E 71.09'to the Point of
Beginning containing 12.753 Acres.
1
Tract 14
Consisting of Golf Hole 17 and a Portion of Golf Hole 18
Beginning at a found#4 rebar marking the common corner of lot 1377 as recorded in
Map Book 47 Page 133 and Lake as recorded in Map Book 30 Page 110-118 of the
Iredell County Public Registry;thence with the aforementioned Lake the following
eighteen(18)calls: 1)N 46-31-58 E 24.57';2)N 70-23-09 E 38.09';3)S 78-43-11 E
12.08;4)N 71-53-29 E 9.95';5)N 56-39-23 E 11.25';6)S 76-29-45 E 21.49';7)N 59-
57-53 E 25.88';8)N 46-47-06 E 7.74';9)S 35-55-49 E 10.65'; 10)N 81-09-35 E 21.15'; 1 ',;
11)N 85-34-44 E 27.13;12)S 59-48-53 E 25.97'; 13)S 56-55-53 E 40.13'; 14)S 79-34- f;
56 E 58.32'; 15)S 66-48-18 E 42.45'; 16)S 64-29-53 E 38.96;17)S 48-26-55 E 48.21;
18)S 45-35-53 E 18.31'to the common corner of lot 1340 as recorded in Map Book 45
Page 39-40 of the Iredell County Public Registry;thence with the common line of lots
1340-1350 of the aforementioned Map the following twenty-five(25)calls: 1)S 01-44-
15 E passing a set#5 rebar at 25.00'a total distance of 107.54'to a found#4 rebar;2)S
11-40-05 W 58.61'to a found nail;3)S 29-15-00 W 42.15'to a found#4 rebar;4)S 29-
•
17
Book:2168 Page: 1361 Page 20 of 24

{
15-00 W 18.49'to a found#4 rebar;5)S 05-55-55 W 64.34'to a found#4 rebar;6)S 24-
02-14 W 113.47'to a found#4 rebar;7)S 39-11-05 W 78.88'to a found#4 rebar;8)S
19-38-27 W 39.02'to a set#5 rebar;9)S 69-33-41 W 29.57'to a found#4 rebar; 10)S
69-33-41 W 73.96'to a found#4 rebar;11)S 69-33-41 W 150.37'to a found#4 rebar;
12)S 70-10-21 W 149.44'to a found#4 rebar;13)S 65-18-32 W 112.35'to a found#4
rebar; 14)N 67-21-56 W 22.66'to a found#4 rebar;15)N 67-21-56 W 59.71'to a found
#4 rebar;16)S 64-35-03W 51.37'to a found#4 rebar;17)S 85-21-24 W 36.44'to a
found#4 rebar; 18)S 85-21-24 W 103.03'to a found bent#4 rebar; 19)N 75-25-58 W
62.89'to a found#4 rebar;20)N 84-43-52 W 7.94'to a found#4 rebar;21)N 84-43-52
W 116.84'to a found#4 rebar;22)S 69-51-06 W 24.43'to a found#4 rebar;23)S 89-51-
09 W 0.48'to a found#4 rebar;24)S 00-33-44 W 18.14'to a found#4 rebar;25)S 41-
53-13 W 40.51'to a found#4 rebar on the common line of lot 1370 as recorded in Map
Book 47 Page 133 of the Iredell County Public Registry;thence with the common line of
lots 1370-1371,1373-1375,and 1377 of the aforementioned Map the following twenty-
three(23)calls: 1)N 20-00-59 W 51.28'to a found#4 rebar;2)N 00-10-49 W 39.08'to a
found#4 rebar;3)N 00-10-49 W 25.26'to a found#4 rebar•,4)N 13-17-55 E 9.73'to a
found#4 rebar;5)N 13-17-55 E 20.68'to a found#4 rebar;6)N 48-12-56 E 22.81'to a
found#4 rebar;7)N 66-18-00 E 18.66'to a found#4 rebar;8)N 84-02-59 E 53.46'to a
found#4 rebar;9)N 84-36-42 E 39.41'to a found#4 rebar; 10)N 77-49-28 E 2.27'to a
found#4 rebar;11)N 77-49-28 E 40.34'to a found#4 rebar; 12)N 62-14-44 E 39.58'to
a found#4 rebar; 13)N 71-01-54 E 47.10'to a found#4 rebar in pvc pipe; 14)N 54-30-
20
E 50.69'to a found#4 rebar in pvc pipe; 15)N 62-35-43 E 91.39'to a found#4 rebar
in pvc pipe;16)N 31-55-18 E 25.02'to a found#4 rebar in pvc pipe; 17)N 61-07-05 E
100.47'to a found#4 rebar in pvc pipe;18)N 60-11-29 E 86.20'to a found#4 rebar
19)N 76-31-45 E 57.08'to a found#4 rebar;20)N 65-17-21 E 114.60'to a found#4 ,
rebar;21)N 87-22-23 E 65.15'to a found#4 rebar;22)N 09-32-30 W 114.71'to a found
#4 rebar;23)N 09-32-30 W 202.49'to the Point of Beginning containing 9.154 acres.
Tract 15
Consisting of The Village,A Portion of Golf Hole 18 and Driving Range
Beginning at a found#4 rebar marking the Right-of-Way intersection of Brawley School
Road and The Point Drive as recorded in Map Book 32 Page 13 of the Iredell County
Public Registry;thence with the aforementioned Right-of-Way for The Point Drive the
following four(4)calls: 1)with an arc of a circular curve to the left having a radius of
424.06'an arc length of 199.16'and a chord bearing and distance of S 61-27-45 E
197.33'to a found bent#4 rebar;2)S 74-54-59 E 240.28'to a found bent#5 rebar;3)
with an arc of a circular curve to the right having a radius of 205.00'an arc length of
173.68'and a chord bearing and distance of S 50-38-44 E 168.53'to a set#5 rebar;4)
with an arc of a curve to the right having a radius of 25.00'an arc length of 35.22'and a
chord bearing and distance of S 13-58-47 W 32.38'to a set#5 rebar on the Right-of-Way
for Meeting House Circle;thence with the Right-of-Way of the aforementioned Meeting
House Circle the following four(4)calls: 1)with an arc of a circular curve to the left
having a radius of 175.00'an arc length of 229.94'and a chord bearing and distance of S
16-41-32 W 213.75'to a set#5 rebar;2)S 20-56-59 E 320.00'to a set#5 rebar;3)with
18
yy
Book:2168 Page: 1361 Page 21 of 24

q
I
an arc of a circular curve to the left having a radius of 174.32'an arc length of 169.72' I
and a chord bearing and distance of S 48-45-31 E 163.10'to a found bent#4 rebar;4)
with an arc of a curve to the right having a radius of 25.00'an arc length of 33.01'and a
chord bearing and distance of S 38-49-59 E 30.66'to a found#4 rebar on the Right-of- 1.
Way of Vestal Drive as recorded in Map Book 31 Page 42-47 of the Iredell County
Public Registry;thence with the aforementioned Right-of-Way the following two(2)
calls: 1)S 01-00-54 E 454.87'to a set#5 rebar;2)N 88-59-06 E 50.00'to a found#4
rebar marking the common corner of lot 57 as recorded in the aforementioned Map; I.
thence with the common line of the aforementioned lot 57 the following two(2)calls: 1)
S 47-02-01 E 263.24'to a set#5 rebar;2)S 00-08-18 E 160.99'to a set#5 rebar at Lake
as recorded in Map Book 30 page 110-118 of the Iredell County Public Registry;thence
with the aforementioned Lake the following ninety-four(94)calls: 1)S 86-06-05 W t
39.24;2)S 73-04-53 W 65.36;3)S 52-41-23 W 65.14';4)S 50-40-46 W 26.73;5)S
60-22-28 W 27.78;6)S 85-42-09 W 4.89;7)N 69-28-06 W 71.31';8)N 68-17-20 W
45.44';9)N 39-25-45 W 33.54'; 10)N 36-43-38 W 32.43;11)N 36-35-12 W 59.02';12)
N 39-29-44 W 39.95'; 13)N 52-47-59 W 56.03'; 14)N 71-55-26 W 60.15'; 15)N 76-31- 2
17 W 40.04';16)N 64-06-32 W 28.81';17)N 10-48-02 W 14.69'; 18)N 82-18-17 W l
40.01'; 19)N 35-14-22 W 40.33';20)N 30-35-27 W 59.23';21)N 19-14-20 W 64.26';
22)N 02-01-50 W 44.37';23)N 01-56-10 W 61.86';24)N 03-31-36 E 55.64';25)N 20- €
08-44 E 37.51';26)N 42-02-59 W 23.42';27)N 08-29-35 W 35.30';28)N 10-51-13 W
37.75';29)N 13-44-35 W 21.18;30)N 29-39-05 W 1.13';31)N 62-45-41 W 40.50';32) ! t
N 63-02-04 W 33.21';33)N 38-16-38 W 48.96';34)N 12-51-10 E 39.69';35)N 07-31-
18 E 44.51';36)N 23-55-26 W 29.72';37)N 51-23-10 W 25.30';38)N 75-21-20 W 1 k
38.34';39)N 33-28-46 W 28.91';40)N 63-56-20 W 41.44';41)N 51-04-15 W 12.37'; t,
42)N 51-04-15 W 37.62';43)S 28-31-08 W 11.53';44)S 07-30-28 E 24.33';45)S 06- t
45-02 E 39.89';46)S 03-07-54 W 20.00';47)S 39-26-38 E 22.62';48)S 10-23-26 E I.
71.46';49)S 01-06-41 W 21.25';50)S 08-20-03 W 11.68';51)S 07-19-57 W 24.00';52) k
S 10-58-15 E 22.02';53)S 03-04-27 E 29.91;54)S 02-19-27 E 41.49;55)S 01-26-37
W 25.84';56)S 71-13-10 W 29.26';57)S 63-40-13 W 19.50';58)S 35-18-00 W 18.28';
59)S 41-37-56 E 15.54';60)S 77-53-48 E 21.88;61)S 43-30-21 E 25.97;62)S 42-26- .
54 E 23.29;63)S 01-51-35 W 39.69';64)S 26-34-03 W 26.43';65)S 39-36-17 W
44.12';66)S 30-12-38 W 45.70';67)S 46-12-07 W 49.62';68)S 35-00-12 W 50.73';69)
S 24-26-54 W 32.92';70)S 19-40-37 W 45.92';71)S 19-05-48 W 30.64';72)S 05-04-24
E 25.72;73)S 09-05-09 W 51.61';74)S 20-24-58 W 17.27';75)S 34-13-34 W 30.04';
76)S 52-54-13 W 33.00';77)S 72-08-33 W 31.60';78)S 89-19-22 W 47.19';79)S 75- t
03-13 W 52.20';80)S 63-14-45 W 34.33';81)N 72-27-11 W 32.22';82)N 55-39-10 W 1
18.21';83)N 14-37-56 W 19.03';84)N 71-01-40 W 4.54';85)S 42-35-10 W 18.23';86)
N 71-57-25 W 16.50';87)N 61-24-16 W 29.08';88)N 62-03-05 W 21.23';89)N 62-44- I
32 W 37.68';90)S 24-14-48 W 11.68';91)S 16-53-11 E 16.66';92)S 42-20-00 E 32.37';
93)S 49-56-34 E 21.67';94)S 51-45-15 E 3.58'to a set#5 rebar marking the common
corner of lot 1382 as recorded in Map Book 47 Page 133 of the Iredell County Public
Registry;thence with the common line of the aforementioned lot 1382 the following
three(3)calls: 1)N 65-42-05 W 110.66'to a set#5 rebar;2)N 48-42-35 W 105.23'to a
found#4 rebar;3)N 79-37-47 W 285.72'to a found#4 rebar on the Right-of-Way for the
aforementioned Brawley School Road;thence with the Right-of-Way of Brawley School 1
Road the following six(6)calls: 1)N 10-22-13 E 387.67'to a set#5 rebar;2)with an arc I'
x
19 j'
I
I
i
Book:2168 Page: 1361 Page 22 of 24

I
of a circular curve to the right having a radius of 2038.48'an arc length of 415.04' and a
chord bearing and distance of N 16-12-12 E 414.32'to a set#5 rebar;3)N 22-02-10 E
234.01'to a set#5 rebar;4)with an arc of a circular curve to the right having a radius of
1387.39'an arc length of 483.24'and a chord bearing and distance of N 32-00-51 E
480.80'to a set#5 rebar;5)N 41-59-33 E 217.83'to a found#4 rebar;6)N 86-59-33 E
235.39'to the Point of Beginning Containing 45.133 acres.
Tract 16
Consisting of lot 1 Map Book 44 Page 29
Beginning at a found#4 rebar being the common corner of lot 506 and the Right-of-Way
of Polpis Drive as recorded in Map Book 33 Page 96-101 of the Iredell County Public s
Registry;thence with the common line of the aforementioned lot 506 the following three
(3)calls: 1)S 68-39-47 E 246.05'to a found'/2"pipe;2)S 66-16-52 E 46.62'to a found
#4 rebar;3)N 25-40-30 E 0.20'to a point on the common line of Tract 1,Golf Holes 1-3;
thence with the aforementioned Tract 1 common line S 66-31-24 E a 348.46'to a found
#4 rebar on the common line of Point Owners Association Inc.,as recorded in Deed Book t'
1513 Page 878 of the Iredell County Public Registry;thence with the aforementioned
common line of Point Owners Association Inc.,the following four(4)calls: 1)S 41-10-
14 W 97.14'to a found#4 rebar;2)S 41-2-47 W 93.40'to a found bent#4 rebar;3) S
41-33-36 W 91.46'to a found#4 rebar;4)S 47-59-29 E 8.07'to a found#4 rebar on the
Right-of-Way of Brawley School Road;thence with the Right-of-Way of Brawley School
Road S 42-0-31 W 87.84'to a found#4 rebar on the common corner of lot 567-COS as
recorded in Map Book 44 Page 29,of the Iredell County Public Registry; thence with the
common line of the aforementioned lot 567-COS the following twelve(12)calls: 1)N
53-06-14 W 56.90'to a set#5 rebar;2)N 85-29-46 W 39.80 to a found#5 rebar;3)S 89-
13-05
W a distance of 17.58'to a found#4 rebar;4)S 76-30-13 W 11.19'to a found#4
rebar;5)S 71-26-02 W 36.22'to a found#4 rebar;6)S 81-13-4 W 54.44'to a found#4
rebar;7)S 72-58-22 W 36.30'to a found bent#4 rebar;8) S 87-27-42 W 18.35'to a
found#4 rebar;9)N 74-35-37 W 20.58'to a found#4 rebar; 10)N 58-09-43 W 72.90'to
a set#5 rebar; 11)N 78-49-32 W 21.85'to a found#4 rebar; 12)S 41-57-31 W 41.39'to
a found#4 rebar on the Right-of-Way of the aforementioned Polpis Drive;thence with
the Right-of-Way of the aforementioned Polpis Drive the following six(6)calls: 1)with
an arc of a circular curve to the left having a radius of 175.00' an arc length of 67.13'
and a chord bearing and distance of N 40-54-15 W a distance of 66.72'to a found bent#4
rebar•,2)with an arc of a circular curve to the right having a radius of 700.00'an arc
length of 113.86' and a chord bearing and distance of N 47-13-59 W 113.73'to an Etch j
in concrete;3)with an arc of a circular curve to the right having a radius of 150.00'an
arc length of 197.92' and a chord bearing and distance of N 04-46-25 W 183.87'to a
found#4 rebar;4)with an arc of a circular curve to the right having a radius of 475.45'
an arc length 22.67' and a chord bearing and distance of N 34-23-30 E 22.66'to a set#5
rebar;5)with an arc of a circular curve to the right having a radius of 475.45' an arc
length of 60.78'and a chord bearing and distance of N 39-25-12 E 60.7'to a found#4
rebar;6)N 43-04-57 E 181.49' to the Point of Beginning being 6.053 Acres.
20
Book:2168 Page: 1361 Page 23 of 24

Together with cart path easements for Tract 1 as recorded in Map Book 35 Page 137,cart
path and golf course utility easement for Tract 5&6 as recorded in Map Book 32 Page
144,ingress/egress,cart path,landscape and utility easement for Tract 7 as recorded in
Map Book 47 Page 87,cart path easement for Tract 9 as recorded in Map Book 37 page
127,utility and cart path easement for Tracts 10&11 as recorded in Map Book 39 Page
23,cart path easement for Tracts 13&14 as recorded in Map Book 45 Page 39 and
vegetative buffer and cart path easement for Tracts 14&15 as recorded in Map Book 47
Page 133 of the Iredell County Public Registry,
I k
FI
I Y
I k
21
Book:2168 Page: 1361 Page 24 of 24

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SPECIFICATIONS AND SUPPORTING MATERIAL
FOR
WASTEWATER TREATMENT PLANT MODIFICATIONS
FOR
TRUMP NATIONAL GOLF COURSE
BRAWLEY SCHOOL ROAD
MOORESVILLE, IREDELL COUNTY, NC
June 16, 2022
PREPARED FOR:
TCW Wastewater Management, LLC
5600 Lakeview Road
Charlotte, NC 28269
Phone: [phone]
PREPARED BY: ```0►111►►►1/4i
PIEDMONT DESIGN ASSOCIATES, P.A. ��` �� O OZi
Suite 101 Westfield Center � 4Es d� :� �
125 East Plaza Drive SEAL1%- s
Mooresville, NC 28115 , �a 5417 271
Phone: [phone] o - -0 0
Fax: [phone] .0.�, ''4!tl ". p
NCBELS: C-1007 ��'i14p►►iiiM``?���

SECTION I -GENERAL
Trump National Golf Course is a private golf course and club located in Mooresville, Iredell County, North
Carolina.
Trump National Golf Course was originally permitting for installation and operation around 2000 by Dale
Stewart, PE with Land Design. Based on historical usage, a flow reduction was applied for in 2015 to allow
for a portion of the drip wetted areas to be removed from the permitted areas.
Due the age of the current wastewater treatment plant and the ongoing operation and maintenance costs,
the Current Owner&Operator(TCW Wastewater Management, Inc.)have decided to abandon the existing
treatment facility and install a new treatment system on the same site, treating to the same standards. The
current collection system and disposal system will not change. All solid waste will be collected at the front
end of the treatment system and pumped on an as needed basis. Sludge will be disposed of offsite by a
licensed pumper.
Directions to the property: From Brawley School Road in Mooresville, travel southwest toward the end of
the road. Go around the traffic circle. Treatment area is located on left hand side of the road.
These specifications and design plans have been prepared for a centralized treatment and disposal system.
The system will consist of one Orenco T-MAX 42 Unit(septic tank chamber and flow equalization chamber)
with alternating duplex pumps, (25%of the peak daily flow), (2)Orenco AX-MAX 275-42 recirculating textile
media filters in parallel, a secondary Orenco AX-MAX 275-42 recirculating textile media filter with UV
filtration located in back end of unit. Treated effluent passes through (4) UV disinfection units in parallel,
separate new wet well with turbidimeter, an existing lined wet weather storage impoundment, an existing
lined upset pond will remain unchanged. Irrigation fields will be dosed out of a 4-foot diameter wet well with
duplex alternating pumping system. Treated effluent will pass through existing filtration to screen-out fine
material prior irrigation to the wetted areas.All irrigation components, including dosing sequence will remain
unchanged.
The system is designed to accept and treat waste from the commercial portion of Trump National Golf
Course. No other discharge is allowed, including condensate water from HVAC systems and stormwater.
The systems design criteria are intended to comply with NC DEM Administrative Code 15A NCAC 2H.0200
and 15A NCAC 18A .1969 and IWWS-2004-3-R4 (Orenco Treatment Systems).
The installer shall be knowledgeable of the type of system to be installed and shall have prior instruction
on the installation of the various components of the system and shall have the prior approval of the
treatment manufacturer(Orenco), and the approval of the Design Engineer.
Scope of the Project:
The scope of this project is to abandon the current wastewater treatment process and install new process.
The existing collection system will remain unchanged as well as upset, wet weather storage and the
irrigation system. The new process will include a vessel to remove as many solids as possible on the front
end, flow equalize the effluent and treat for disposal. During the construction process, the Owner is
prepared to shut down all flow for a period to allow for the change to occur.
The pump controls will have a 24-hour clock, programmable as determined by the Engineer and the
Operator. Controls shall also have elapsed run time clock and cycle counter for each of the pumps. The
controls shall also have manual operating capabilities and alarms. The controls are to be placed in a readily
accessible location at the facility.
Trump National Golf Course VVVVTF Page 1 June 16,2022
Mooresville, Iredell County, NC

SECTION II - REGULATIONS
A. In addition to compliance with laws, rules and regulations as required under the General Conditions of
these Documents, the Contractor shall comply with the following specific regulations as applicable to the
nature of work included under this Contract.
Reference Material:
(1) LAWS AND RULES FOR GROUND ABSORPTION SEWAGE DISPOSAL SYSTEMS. SECTION
.1900 OF THE N.C.Administrative Code:Title 10 Health Services; Environmental Health;Subchapter
10a; Sanitation. Published by N.C. Dept.of Human Resources;Amended effective January 10, 1997.
(2) EPA 625//R-00/008 Design Manual - Onsite Wastewater Treatment and Disposal System; February
2002.
(3) NC DEM Administrative Code: 15A NCAC 2H.0200., 15A NCAC T15A Section .1900
(4) Orenco AX-MAX, Manual including performance information, Orenco Systems, Inc.
(5) EPA: Technology Assessment of Intermittent Sand Filter, April 1985.
Trump National Golf Course VVVVTF Page 2 June 16,2022
Mooresville, Iredell County, NC

SECTION III -BASIS OF DESIGN
DEVELOPMENT DESCRIPTION Trump National Golf Course
Location Brawley School Road, Mooresville, Iredell County,
NC
Water Supply Community Water System
Sewage Disposal Land Application
Maximum Application Rate 52 Inches/Year
PROJECTED WASTEWATER FLOWS
Proposed Use Commercial Golf Course Area (Private)
Base Design Flow 25,000 Gallons per Day(Permitted Flow)
DESIGN BASIS -TREATMENT SYSTEM
Trash/Flow EQ Vessel (1) 15,128 Gallon fiberglass vessel with baffle
Flow EQ Pumps (4)Orenco PF300512 in Filtered Effluent Pumps
Vault Model PVU95-1819
Primary Treatment Units (2) Orenco Advantex AX-MAX 275-42 Recirculating
Media Treatment Units in Parallel
Treatment Unit Pumps (3)Orenco PF751012 Ea. (6 Total)
Secondary Treatment Unit (1) Orenco Advantex AX-MAX 275-42 Recirculating
Media Treatment Units Filter
Secondary Filtration Pumps (3)Orenco PF751012
Disinfection (2) Sanitron Model 52400C (40 GPM) in Series with
controls and degradation monitoring
Discharge Pumps (2)Orenco PF300512
Flow Measurement GEOFLOW 1" MagMeter with
SeaMetrics Datalogger
Turbidity Monitor SOLITAXsc IMMERSION is-line sc 2983500 with
SC200 controller
Effluent Sampling 3/" Brass Threadless Sillcock Located at Headworks
IMPOUNDMENT
Wet Weather Storage
Existing, to remain unchanged
DESIGN BASIS - DRIP SYSTEM
Existing, to remain unchanged
Trump National Golf Course VVVVTF Page 3 June 16,2022
Mooresville, Iredell County, NC

SECTION IV-COMPONENTS OF SYSTEM
Existing Collection System
(1) OSI Advantex Model T-MAX275-42 Septic/Flow Equalization Tank
(2) OSI Advantex Model AX-MAX275-42 self-contained primary recirculating textile media filters
(1)OSI Advantex Model AX-MAX275-42 self-contained secondary recirculating textile polishing filter
(2) Pressure Dosed UV Disinfection Units in Series
(1)Turbidimeter with Controller (at Turbidity Measurement Chamber)
Existing Wet Weather Storage Impoundment
Existing Upset Storage Impoundment
Existing drip field dosing wet well with alternating duplex pumps
Existing Irrigation system with associated appurtenances.
A. TREATMENT SYSTEM
GENERAL REQUIREMENTS
The Contractor shall furnish, install, test, and place into service and warrant the complete system. The
major system components including new piping, fiberglass vessels, media filters (treatment), pumps, UV
filtration units, turbidity meter and basin, controls, and all associated appurtenances. Accessories shall be
supplied by a single operating entity and shall be equal to that as specified.
Five sets of submittal documents and shop drawings for all mechanical equipment and major materials
including piping, tanks, and all other accessories shall be furnished to the Engineer for approval. No
equipment shall be installed prior to approval by the Engineer.
1. SEPTIC/FLOW EQUALIZATION (FEQ) TANK
Shall consist of a 15,128-gallon capacity, reinforced, fiberglass vessel tank with full baffle and shall have
easy access to each chamber from ground level for checking and pumping. Unit shall be Orenco T-MAX
275-42. The first chamber of the tank shall consist of 2/3 to 3/4 of the volume of the total vessel and the
baffle shall contain a horizontal opening across the tank at about midway its height. Locate the vessel at
elevation as shown on the plans. Provide access at each end of the tank. The tank shall be constructed
with one 24-inch diameter access on the inlet side of the tank and (2)30-inch diameter access holds on the
outlet side of the tank. All pipe penetrations into tank shall be glassed in during vessel construction with
stubs for connections. Since this tank will be elevated above grade, safety railing shall be provided on all 4
sides of vessel for fall/safety protection.
2. RISERS AND LIDS
Risers shall be required for access to internal vaults and access into the septic tanks for septage pumping.
All risers shall be constructed watertight. The risers shall be attached to the tanks such that a watertight
seal is provided. Risers shall extend 6" above finish grade to allow for settlement and to ensure positive
drainage away from the access. Risers for inspection ports shall be a minimum of 18" in nominal diameter.
Risers containing pumping assemblies or electrical splice boxes shall be a minimum of 24" in diameter and
shall be of sufficient diameter to allow removal of internal vaults without removing splice boxes. Risers shall
be a minimum of 30" in nominal diameter when the depth of bury is 36" or greater. All other risers shall be
a minimum of 24" in nominal diameter and shall vary in height depending on the depth of bury on the various
tanks. Adhesive required to adhere the PVC or fiberglass risers to either fiberglass or ABS tank adapter
shall be a two-part adhesive, Model MA320, SS115, SS140 or approved equal, or a single component
adhesive Model ADH100 or approved equal. If backfilling the same day is desired, a combination of Model
MA320 and Model ADH100 adhesives or approved equals should be used.To ensure product compatibility,
a single manufacturer shall supply risers, lids, and attachment components.
Inlet risers(required only on two-compartment tanks and tanks with greater than 1500-gallon capacity)shall
be Perma-Loc, Ultra-Rib, KOR FLO or engineer-approved equal. The material shall be PVC as per ASTM
D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non-
corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when
tested according to ASTM D2412. Risers shall be capable of withstanding a truck wheel load (54 square
inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of a 1/2 an inch. Risers shall
extend to 3 inches above the ground surface to allow for settlement and shall have a minimum nominal
diameter of 24 inches.
Outlet risers shall be Perma-Loc, Ultra-Rib, KOR FLO or engineer-approved equal. The material shall be
PVC as per ASTM D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be
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constructed of non-corrosive material and designed to be buried in soil. Risers shall have a minimum
stiffness of 10 psi, when tested according to ASTM D2412. Risers shall be capable of withstanding a truck
wheel load (54 square inches)of 2500 pounds for 60 minutes with a maximum vertical deflection of 1/2 an
inch. Risers shall be at least 12 inches high, shall have a minimum nominal diameter of 24 inches for
simplex pumping applications or 30 inches when used in a duplex pumping application and shall be factory-
equipped with the following:
a. Electrical and Discharge Grommets: when applicable, Orenco Systems®, Inc. EPDM
grommets shall be installed by the manufacturer for discharge piping,vent piping,and/or
the electrical conduit to assure a watertight seal. The manufacturer of the access risers
shall install the grommets at the factory.
b. Adhesive: When bonding to concrete or fiberglass grooves, a two-part adhesive, one
pint required per 18"or 24"diameter riser and one quart required per 30"diameter riser,
Model ADHP10 or ADHQ10, or approved equal shall be used. When bonding to a
flanged riser tank adapter, either a two-part adhesive, Model MA320 or approved equal,
or a single component adhesive Model ADH100 or approved equal shall be used.
Risers shall be attached to tanks with one of the following attachment systems, or approved equal: (1)
Orenco Systems®, Inc. Model RUBDKIT attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank
adapter used with Model PRTA24BDKIT bolt down kit, and Model ADH100 and/or MA320 adhesives; (3)
Orenco Systems, Inc. Model RRFTA tank adapter used with Model RRFTABDKIT bolt down kit and Model
ADHP10 adhesive; (4)Orenco Systems, Inc. Model PRTA30 tank adapter used with Model PRTA30BDKIT
bolt down kit and Model ADH100 and/or MA320 adhesives. All attachment components shall be
constructed of waterproof, non-corrosive materials, such as PVC, ABS, fiberglass, or stainless steel.
Adhesives and sealants shall be waterproof, corrosion resistant and approved for the intended application.
The riser-to-tank connection shall be watertight and structurally sound. The riser-to-tank connection shall
be capable of withstanding a vertical uplift of 5000 pounds to prevent riser separation due to tank settlement,
frost heave, or accidental vehicle traffic over the tank.
One lid shall be furnished with each access riser. Lids shall be Orenco Systems®, Inc. Model FL18G-4BU,
FL21 G, FL24-4B, FL24G-4BU,or FL3OG or engineer-approved equal, as appropriate,fiberglass with green
non-skid finish, and provided with stainless steel bolts, and wrench. Manufacturer shall provide evidence
that lids have been used successfully in continuous field service for a minimum of five years to demonstrate
long-term integrity and suitability for the application. Lids shall be waterproof, corrosion resistant and UV
resistant. Lids shall be flat, with no noticeable upward dome. A crown or dome of no more than 1/8" is
allowable. Lids shall not allow water to pond on them. Lids shall have a green non-skid finish. Self-
lubricating plastics, such as polyethylene, shall not be considered non-skid without addition of a non-skid
coating. Lids shall form a watertight seal with the top of riser. Lids shall be capable of withstanding a truck
wheel load (54 square inches)of 2500 pounds for 60 minutes with a maximum vertical deflection of 3/4 of
an inch. Lids shall be provided with tamper-resistant stainless-steel fasteners and a tool for fastener
removal. Tamper-resistant fasteners include recessed drives, such as hex, Torx, and square. Fasteners
that can be removed with common screwdrivers, such as slotted and Phillips, or fasteners that can be
removed with standard tools, such as pliers or crescent wrenches, are not considered tamper resistant. To
prevent a tripping hazard, fasteners shall not extend above the surface of the lid.
3. FILTERED EFFLUENT PUMP VAULT
Orenco, Inc. (2) Model PVU95-1819, Universal Biotube® Pump Vaults shall be installed in conformance
with the engineer's plans. The filter shall have a minimum effective screen area of no less than 14.5 square
feet. The Biotube Pump Vault shall consist of a 12-inch diameter, 57-inch-deep HDPE vault with eight (8)
2-inch diameter holes evenly spaced around the perimeter, located appropriately to allow for maximum
sludge and scum accumulation before requiring pumping (approximately 70% of minimum liquid level).
Housed inside the polyethylene vault shall be the Biotube® assembly consisting of 1/8-inch mesh
polypropylene tubes. Attached to the vault is a flow inducer to accept the high-head effluent pump.
4. FLOW EQUALIZATION PUMPS
Must be approved for use in pump vault as described in Filtered Effluent Pump Vault. For all applications,
(4)Orenco, Inc. Model PF300512, 1/2 hp, 230 VAC, single phase, 60 Hz, two-wire motor,with 10-foot-long
extra heavy duty (SO) electrical cord with ground shall be installed. Pump shall be capable of providing a
flow rate of 30.0 gpm against a head of 10 feet. Pump shall be UL and CSA listed as an effluent pump.
Pump shall be provided with a non-prorated five-year warrant. Each pump vault shall contain two high head
effluent pumps. These pumps shall be housed inside the filtered vault.
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5. FLOATS
Water level float control switches shall be equal to Orenco, Inc., mechanical activated switches, with cable
of adequate length to terminate in the pump control panel. No splicing of wire allowed between switches
and control box unless in an external splice box as manufactured by Orenco, Inc. Conduit between the
pump tank and the control panel shall be sealed off to prevent sewer gas from entering the control panel.
The dosing tanks shall have 4 float switches, a low-level "pump off" switch, a "pump enabling", "timer
override" and "high water alarm" float. Fasten float switches to a "Float Tree" built into the pump vault.
Clamps or brackets shall be supplied by the manufacturer. The lower-level control or "pump-off' must be
positioned above the pump, so that the pump always remains submerged. The upper-level control
"pump-enabling" is positioned to pump a specified volume of effluent. The "high water alarm" control float
is mounted about 18" (or manufacturer preset level)above the pump enable float control. (Note: Care must
be taken to ensure that floats do not become fouled by other components in the tank such as the electric
power cord or the lifting ropes.)
TREATMENT
1. PRIMARY FILTER
Two Orenco Advantex Model AX-MAX275 recirculating Textile media filters in parallel with cover shall be
used for the advanced treatment of the effluent. The units are properly sized per the Manufacturer's
calculations and recommendations.The modules shall be as described in manufacturer's literature attached
herein. The modules shall be pressure dosed with effluent filtered from the septic/flow equalization tank.
Each vessel shall consist of a 15,128-gallon capacity, reinforced, fiberglass vessel tank with full baffle and
shall have easy access to each chamber from ground level for checking and pumping. Locate the vessel
at elevation as shown on the plan. All pipe penetrations into tank shall be glassed in during vessel
construction with stubs for connections. Since this tank will be elevated above grade, Units and all
associated appurtenances shall be provided by AQWA, Inc. 1-888-552-2792.
2. PRIMARY FILTER RECIRCULATION PUMPS
(6) Orenco, Inc. Model PF751012, 1 hp, 230 VAC, single phase, 60 Hz, two-wire motor, with 10-foot-long
extra heavy duty (SO) electrical cord with ground shall be installed (3) pumps per vessel. Pump shall be
capable of providing a flow rate of 75.0 gpm against a head of 10 feet. Pumps shall be UL and CSA listed
as an effluent pump. Pump shall be provided with a non-prorated five-year warrant. These pumps shall be
housed inside the final chamber of the vessel in PVC flow inducers.
3. FLOATS
Water level float control switches shall be equal to Orenco, Inc., mechanical activated switches, with cable
of adequate length to terminate in the pump control panel. No splicing of wire allowed between switches
and control box unless in an external splice box as manufactured by Orenco, Inc. Conduit between the
pump tank and the control panel shall be sealed off to prevent sewer gas from entering the control panel.
The dosing tanks shall have 4 float switches, a low-level "pump off" switch, a "pump enabling", "timer
override" and "high water alarm" float. Fasten float switches to a "Float Tree" built into the pump vault.
Clamps or brackets shall be supplied by the manufacturer. The lower-level control or "pump-off' must be
positioned above the pump, so that the pump always remains submerged. The upper-level control
"pump-enabling" is positioned to pump a specified volume of effluent. The "high water alarm" control float
is mounted about 18" (or manufacturer preset level)above the pump enable float control. (Note: Care must
be taken to ensure that floats do not become fouled by other components in the tank such as the electric
power cord or the lifting ropes.)
4. POLISH FILTER
One Orenco Advantex Model AX-MAX275 recirculating Textile media filter with cover shall be used for the
secondary advanced treatment of the effluent. The two primary AX-275-42 units shall merge into this unit
via gravity. The unit is properly sized per the Manufacturer's calculations and recommendations. The
module shall be as described in manufacturer's literature attached herein. The vessel shall consist of a
15,128-gallon capacity, reinforced, fiberglass unit with full baffle and shall have easy access to each
chamber from ground level for checking and pumping. Locate the vessel at elevation as shown on the plan.
All pipe penetrations into tank shall be glassed in during vessel construction with stubs for connections.
Since this tank will be elevated above grade, Units and all associated appurtenances shall be provided by
AQWA, Inc. 1-888-552-2792.
5. POLISH FILTER RECIRCULATION PUMPS
(3) Orenco, Inc. Model PF751012, 1 hp, 230 VAC, single phase, 60 Hz, two-wire motor, with 10-foot-long
extra heavy duty (SO) electrical cord with ground shall be installed. Pump shall be capable of providing a
flow rate of 75.0 gpm against a head of 10 feet. Pump shall be UL and CSA listed as an effluent pump.
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Pump shall be provided with a non-prorated five-year warrant. These pumps shall be housed inside the
final chamber of the vessel in PVC flow inducers.
6. DISCHARGE PUMPS
(2) Orenco, Inc. Model PF300512, 1 hp, 230 VAC, single phase, 60 Hz, two-wire motor, with 10-foot-long
extra heavy duty (SO) electrical cord with ground shall be installed. Pump shall be capable of providing a
flow rate of 30.0 gpm against a head of 10 feet. Pump shall be UL and CSA listed as an effluent pump.
Pump shall be provided with a non-prorated five-year warrant. These pumps shall be housed inside the
final chamber of the vessel in PVC flow inducers.
7. FLOATS
Water level float control switches shall be equal to Orenco, Inc., mechanical activated switches, with cable
of adequate length to terminate in the pump control panel. No splicing of wire allowed between switches
and control box unless in an external splice box as manufactured by Orenco, Inc. Conduit between the
pump tank and the control panel shall be sealed off to prevent sewer gas from entering the control panel.
The dosing tanks shall have 4 float switches, a low-level "pump off" switch, a "pump enabling", "timer
override" and "high water alarm" float. Fasten float switches to a "Float Tree" built into the pump vault.
Clamps or brackets shall be supplied by the manufacturer. The lower-level control or "pump-off' must be
positioned above the pump, so that the pump always remains submerged. The upper-level control
"pump-enabling" is positioned to pump a specified volume of effluent. The "high water alarm" control float
is mounted about 18" (or manufacturer preset level)above the pump enable float control. (Note: Care must
be taken to ensure that floats do not become fouled by other components in the tank such as the electric
power cord or the lifting ropes.)
8. UV DISINFECTION
The Contractor shall furnish all labor, materials, equipment, and appurtenances required to provide and
install a pressure dosed ultraviolet (UV)disinfection system (2 in series).
Contractor shall install (2) Sanitron Model 52400C pressure dosed UV disinfection units in series. The
disinfection system shall be complete and operational with all control equipment and accessories as shown
and specific.
The Sanitron UV Disinfection Units provide UV disinfection in applications after advanced treatment (10
mg/L cBOD5 /TSS), when disinfection is required before dispersal. Treated effluent flows by pressure
through the contact chamber and around the UV lamp where it is disinfected in a 360-degree contact zone.
Sanitron UV units dramatically reduce bacteria and viruses. The Sanitron UV Disinfection Units require
installation inside a vault following advanced secondary treatment.
• UL-recognized for US and Canada
• Bacteria reduced by 99.999% (5 logs)
• Flow path designed for maximum contact time between effluent and lamp
• Components designed to work together—no piecemeal disinfection assemblies and wiring
• Teflon sleeve to protect lamp and minimize buildup and service intervals
• Quick-disconnect fitting for easy inspection and unit cleaning
• Power ballast and lamp current sensor housed in a control panel (not in a wet well) to minimize
corrosion and failure due to environmental exposure
Adequate room shall be provided for servicing the unit.
10. PIPING
All supply and return manifold piping and fittings shall be Schedule 40 PVC conforming to ASTM D1785 as
shown on plans. All couplings and fittings shall be of polyvinyl chloride compounds (ASTM D1784, Type I,
Grade I). All piping shall be installed with a minimum depth of 36-inches below finished grade.
11. VALVES
Ball Valves:
All thermoplastic ball valves shall be constructed from PVC Type I Cell Classification 12454 or CPVC
Type IV Cell Classification 23447. All 0-rings shall be Viton. All valves shall have Safe-T-Shear stem
and double stop polypropylene or CPVC handle. All valve union nuts shall have Buttress threads for
structural integrity.All seal carriers shall be Safe-T-Blocked.All valve components shall be replaceable
for valve serviceability using rebuild kits. All valves shall be warranted against defects in material and
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workmanship for a period of one year. All valves shall be listed for potable water use by the National
Sanitation Foundation (NSF). All 1/2" through 2" valves shall be pressure tested at 235 PSI and all 2-
1/2" through 6" valves shall be pressure rated at 150 PSI for water at 73 degrees Fahrenheit, as
manufactured by Spears Manufacturing Company or approved equal.
Swing Check Valves:
Swing check valves shall be flow control PVC swing check valves with rubber flapper and PVC cap as
manufactured by Spears Manufacturing Company or approved equal.
12. FLOW METER
The flow meter shall be GEOFLOW 1-Inch MagMeter with Datalogger or Engineer Approved Equal. Unit
shall be located between the final treatment vessel and turbidity basin. Unit shall be an electromagnetic
style meter. Although the flow meter is designed to withstand outdoor conditions, a cool dry location where
the unit can be easily serviced is recommended. The meter can be mounted on horizontal or vertical runs
of pipe per the meter manufacturers recommendations. Mounting at the twelve o'clock position on horizontal
pipe is recommended. Backpressure is essential on downward flows. The Flow Meter accuracy is affected
by disturbances such as pumps, elbows, tees, valves in the flow stream. Install the meter in a straight run
of pipe as far as possible from any other disturbances. The distance required for accuracy will depend on
the type of disturbance. The flow meter is factory calibrated. Accuracy is based on laboratory testing of
nominal pipe dimensions. Product shall be as supplied by AQWA, Inc. 1-888-552-2792.
14. TURBIDITY BASIN
These specifications describe applicable standards, materials, construction, configurations, and options for
Orenco®Composites Fiberglass Basins, as manufactured by Orenco Composites, 133 Weyerhaeuser Dr.
N., Roseburg, Oregon, 97470
Orenco Composites Fiberglass Basins are filament-wound fiberglass structures with a gel coated external
surface.
Basins manufactured to this specification shall conform to the standards below as applicable:
ASTM D 3753 Standard Specification for Glass-Fiber-Reinforced Polyester Manholes and Wet wells
ASTM C 581 Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used
in Glass-Fiber-Reinforced Structures Intended for Liquid Service
ASTM D 2584 Standard Test Method for Ignition Loss of Cured Reinforced Resins
ASTM D 790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics
and Electrical insulating Materials
ASTM D 2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a
BARCO Impressor
ASTM D 2563 Standard Practice for Classifying Visual Defects in Glass-Reinforced Plastic Laminate
Parts
MATERIALS AND FABRICATION
Materials Basin shall be manufactured from fiberglass reinforced polyester resin, using grades of resin and
fiberglass considered acceptable for use in water and wastewater environments. Resin fillers shall not be
used. The reinforcing materials shall be commercial grade of E-type glass fibers in the form of mat,
continuous roving, chopped roving, or roving fabric, having a coupling agent that will provide a suitable
bond between the glass reinforcement and the resin.
Fabrication: Shell Wall Vertical shell walls shall be manufactured using a helical winding process. The
interior surface shall be a resin rich layer of fiberglass or organic surface veil. The surface shall be free of
crazing, delamination, blisters larger in diameter than Y2-inch (12.7-mm), and wrinkles of 1/8-inch (3.18-
mm)or greater in depth. The exterior surface shall be free of blisters larger in diameter than Y2-inch (12.7-
mm) and any delamination. To provide the required strength, the shell wall thickness shall vary with the
basin height.
Fabrication: Basin Bottom and Top Flange The base and top flange shall be molded using RTM, vacuum-
bagging, or other closed-molded process. Base and top flange shall be bonded to Basin with a suitable
structural adhesive or with polyester resin and glass fiber reinforcement. The base shall be manufactured
with an integrally molded anti-flotation flange whose outside diameter is a minimum of 6 inches (152 mm)
larger than the diameter of the shell wall. The top flange shall be a minimum of 3 inches (76.2 mm)wide
and include threaded inserts or through-holes to accept the attachment of a basin cover.
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Fabrication: Basin Covers
Fiberglass Cover The fiberglass cover shall be closed-molded. The cover shall attach to the flange with
minimum 3/8-inch (9.53-mm)diameter, 300-series stainless steel bolts and include an elastomeric gasket
to provide a watertight joint.
Aluminum or Steel Cover Commercially available hatch covers made of aluminum or steel may be specified
in lieu of the fiberglass covers.
All penetrations shall be watertight and not jeopardize the structural integrity of the basin. Fastener
penetrations below the waterline shall be permanently sealed using resin and fiberglass, structural
adhesive, or other approved method. Fastener penetrations below the normal liquid level shall not rely on
mastic, silicone, or similar sealant. Piping penetrations shall use one or more of the following sealing
methods:
• Elastomeric joint seal designed for the application (e.g., Link-Seal, flexible entry boot, or similar)
• Flanged fiberglass coupling bonded with structural adhesive or resin/glass fiber
• PVC or ABS fitting bonded with structural adhesive
• Other approved penetration method
STRUCTURAL REQUIREMENTS
The basin shall be designed to withstand being buried to grade under completely saturated conditions, and
without deformation that interferes with the operation of the basin, internal equipment, or penetrations.
A minimum safety factor of 2 shall be used.
Basin bottom shall be designed to have less than 3/8-inch (9.53-mm)deflection when buried in completely
saturated conditions. Basin top shall be capable of supporting the basin cover as well as a 300 Ib./ft2 (1464
kg/m2) live load.
INSTALLED OPTIONS
The basin manufacturer shall have capability to produce fully assembled pump systems and lift stations,
including installation of all penetrations required, covers, slide rails, inlet sleeves, exit sleeves, pump slide
rail systems, discharge elbows, float brackets, electrical junction boxes, ladders, and other equipment, as
necessary.
WARRANTY
Basins shall have a minimum warranty period of 5 years on materials and workmanship.
SOLIDS MONITORING
The Contractor shall furnish and install a solids monitoring unit to detect suspended solids in the plant
effluent. The unit shall be a continuous measuring,on-line, turbidimeter equal to SOLITAX sensor by HACK
Industries with an SC200 Controller. The sensor shall be installed in the Turbidity Measurement Chamber
at the end of the secondary treatment unit as shown on the plans. The controller unit shall be installed in
the control building as shown on the plans. The unit shall be supplied complete with a digital indicator
recorder.
The unit shall be equipped with a submerged photo detector to eliminate condensation. The unit shall have
the following features:Automatic decimal point placement digital display Two (2)independent high-turbidity
alarm set-points, adjustable over the range of the instrument Selectable voltage and current recorder
outputs Signal averaging circuitry Internal bubble trap to eliminate false high, erratic, or noisy readings
Complete self-test diagnostics with error codes Easy-to-perform direct calibration with a manufacturers two-
year warranty.
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CONTROL PANELS AND ELECTRICAL
A. General - Description of Work The Contractor shall provide and install all hardware, software, labor,
materials, and equipment required to provide a complete control panel, in strict accordance with the
requirements of these plans and specifications.
B. Quality Assurance
(1) Manufacturer's Qualifications
It is the intent of these specifications that all motor control and control components be supplied by a
single supplier. Controls shall not be assembled on site. System supplier shall be a UL 508 certified
facility and shall be regularly engaged in the manufacture of controls for the municipal water industry.
The system specified
herein shall be the product of a manufacturer having at least ten years' experience in the construction
of such control equipment.
(2)Submittals
Complete submittals shall be provided to the Engineer/Owner for review and approval prior to purchasing
of equipment or equipment fabrication. Submittal data shall include the following:
C. Drawings
A master wiring diagram for the control panel(s) shall be submitted for Engineer's review and approval
before beginning construction.This diagram shall be drawn in standard ladder logic format.All ladder rungs
shall be numbered in the left-hand margin, and all relay contacts referenced to these numbers in the right-
hand margin.
Each electrical node in the control schematic shall have a different wire number. A bill of materials and a
layout drawing of the enclosure door/inner door/inner bracket components shall appear on this drawing with
a listing of nameplates pertaining to the components. Submittal drawings may be on 11"x 17" paper.
D. Product Data
Included in the submittal package shall be data sheets of all equipment used in the control panel, as listed
in the bill of materials.
E. As-Builts - Final As-Built drawings shall be on full-size 24"x 36" paper. Two (2) sets shall be provided.
An additional full-size as-built drawing shall be placed in the control panel. A waterproof reduced copy of
the master "as built" wiring diagram shall be laminated in transparent plastic and permanently fastened to
the inside of the panel door.
F. Start-up and Training - Provide on-site start-up of supplied equipment and provide an on-site training
program shall be provided to employees as selected by the Owner.The objective of the training is to provide
a common working knowledge concerning the operation of the system. Training shall include one (1)two-
hour training session provided at the completion of start-up.
G. Warranty-System warranty shall be for a period of 3 years commencing upon successful completion of
startup. Warranty includes parts and labor for all equipment/software/services provided. Warranty excludes
surge/transient damage.
H. Operation
(1) Demand - Basic operation of the alternating pumps shall be as a pump-down, common off system with
high level alarm. Panel shall accommodate connection of floats, with the following functionality:
• Low Level
• Time Enable
• Timer Override
• Alarm
(2)Control - Each pump shall be controlled through a "Hand-Off-Auto" selector switch.
Hand: Pump shall be demanded and shall run continuously until the selector switch is turned to Off or Auto.
Off: Pump shall not be demanded.
Auto: Pump shall be controlled by the floats in the wet well as well as by timer.
I. Alarms
The alarm system shall operate individual pilot lights as described under General Control Panel Equipment,
and a common general alarm for the external horn/light(as indicated by asterisk*)upon the following faults:
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(1) High Wet Well Level - *A contact closure from the high-level float shall indicate a high-level alarm
condition. This alarm shall automatically reset.
(2)Pump Fail (No Pressure)-*A time delay shall begin when the pump is demanded. If the pump pressure
switch does not indicate pressure prior to the time expiring, a "No Flow" alarm shall exist. This alarm shall
latch and prevent the pump from running. Alarm annunciation shall remain on until manually reset.
(3) Pump Seal Fail -A pump seal failure shall be annunciated only by the individual pilot light. This alarm
shall not stop the pump from running.
J. System Controller
Shall be mounted 36" or more above grade and readily accessible. Control panel shall be located within
the proposed shelter as shown on the site plan. The custom unit shall be as manufactured by Orenco
Systems, Inc and be a combined panel integrated with the Orenco dosing pump panel. The control panel
shall be provided factory pre-wired and tested in a NEMA 4X lockable fiberglass enclosure which shall
contain the following: Components shall include motor contactors and circuit breakers for use with 230V
AC 1 Ph current using a max 5 HP motor. Programmable logic unit shall include time functions, motor
function, valve controls and float input function. Unit shall include fused transformer for valves. An
audiovisual alarm condition light and siren shall be mounted on the top of the panel and include a separately
fused transformer. The unit shall have a Hand-Off-Auto (H-O-A) switch. Product shall be as supplied by
AQWA, Inc. 1-888-552-2792.
The controller shall be able to perform the following functions: receive input for floats, provide operator set
timer-controlled pump operation, timer-controlled contacts for zone valves. The controller shall have an
event counter, which shall count the number of timer overrides. The controller shall have an elapsed pump
run clock and pump cycle counter.
The control panel shall enable the daily, 7-day and 30-day monitoring requirements of Rule .1970 to be
met, such as by data logging the field dosing times or field flow meter readings.
Floats, pump and control circuits, and the control panel shall meet the requirements of Rule .1952(c). Panel
and control equipment shall include lightning protection, be protected from unauthorized access, and
always remain accessible to the system operator.
The activation of any alarm shall result in the activation of a dry and a 120 V powered alarm contacts.These
contacts may be used to activate externally mounted alarm devices and telemetry systems. The alarm
contacts will automatically reset when the R/O-N Switch for the activated alarm is placed in the reset/off
position.
Panel Operation:
• High Level Alarm Float: When lifted this float will activate the audible alarm and the illuminated
pushbutton. Note: This function can be combined with the Override Timer On &Off Function.
• Override Timer&Off Float: When lifted this float will activate the normal timer function. This timer is
capable of cycling at a faster rate to accommodate high flow conditions. This float being enabled will
force the pump to dose at twice the operating cycle until the effluent is at normal levels in the pump
tank again.
• Timer On & Off Float: When lifted this float will activate the normal timer function. This timer will
begin with its 'off' cycle.
• Redundant Off&Low-Level Alarm Float: When lowered this float will activate the audible alarm and
illuminated pushbutton. This float will also deactivate the pump in both auto and manual.
• Pump &Valve Operation: The pump dosing cycles will be controlled by the timer. During high flow
conditions, the pump dosing cycles will be controlled by the override timer. Zone valves will open as
programmed and the pump comes on. The spin filter valve will open for 1 minute (field adjustable)
to allow for drainage of the return line.
• Once the daily volume has been reached for Irrigation Fields A, B and C, all effluent remaining for
the set 24 hours shall be sent to the offsite remote dosing tank. These remote fields will dose the
remaining volume to the offsite irrigation fields at the same time as Irrigation fields.At the end of the
24-hour period, the control panel shall call for an end of sending treated wastewater to the remote
fields and resume irrigating Fields A, B and C.
Components Include:
• Motor contractor& circuit breaker rated for use with 230VAC, 3 Phase and 3 Phase max
• Programmable logic unit
• Timer Functions
• Valve control
• Transformer for the valves
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• Fuse for the transformer
• Top mounted audiovisual alarm (360 degree flashing red light and 90dB minimum)
Controls and power wiring for the entire wastewater disposal system shall follow all local, state, and federal
regulations, codes, and ordinances, and shall be confined on the site to the area of the pumps, control
floats, control panel.The wiring shall be run in gas and watertight conduits from the pump tank to the control
panel as shown on the plan. After the installation of the wiring, each conduit shall be sealed to prevent
septic fumes from reaching the control panel. The seal and cables shall be removable for replacement.The
installation contractor shall be responsible for coordinating with other Contractors and Owner for a source
of the correct power (voltage and phase) and sized breaker in the panel; the costs of obtaining all power
and control wiring for this system and shall coordinate his work with the electrical contractor and with the
Owner.
Pump power wires and control wires shall run in PVC conduits from the access openings at the dosing
tanks to the location of the pump control panel mounted nearby. Bury conduit to a minimum depth of 24"
below grade. Use duct seal on tank and control panel side of conduit.
The pump control panel shall be mounted on a post or exterior wall nearest the treatment unit, tank, and
pump. If mounting to an exterior wall, try to select a wall where the sound of the motor contactor engaging
will not be noticed. Post and panel mounting assemblies are acceptable. The control panel shall be located
within 50 feet and in sight of the pump motor or shall be provided with a lockable disconnect switch. The
panel, when possible, should be mounted in the shade and protected from the weather. The panel should
be located at a convenient height (usually about five feet above the ground)and where it will be accessible
for maintenance. The meter, panel, lighting, and convenience outlet shall be located under a freestanding
shelter to provide cover to operator during in climate weather. See detail for shelter in package and on plan
sheet U-17.
L. Telemetry:
A telemetry system shall be provided whereby the operator shall be notified immediately of a minimum of
four alarm conditions. The system shall be capable of delivery up to four phone numbers.Telemetry system
and alarm shall include automatic rechargeable battery backup power supply.
The system will be monitored via remote telemetry with real time efficiency.
In addition, the control system shall be capable of the following functions:
a. Data Collection and Utilization. Logs data for system conditions and events such as
pump run time, pump cycles, and alarm conditions.
b. Downloadable Logs. Download logs into a *.dif or ASCII format for simple conversion
to common spreadsheet or word processor programs.
c. Multi-level Password security. Only qualified personnel can remotely access site.
d. Program Logic Rules. Simple "If ...then" declarations. Rules can be written based on
several operands, including the following:
• Input/output status
• Point status
• Date: mm/dd/yy format
• Time of day: 24-hour clock
• Timers
• Historical data (allows for control optimization or detection of trends)
e. Schedule functions to control digital "Points" based on date or day of week/time.
f. Automatic daylight savings time adjustment.
g. Automatic call-out to pagers during alarm conditions when panel detects trends that
could lead to system failure.
Trump National Golf Course VVVVTF Page 12 June 16,2022
Mooresville, Iredell County, NC

In addition, the unit shall have the capability of real-time direct connection to the panel via
laptop serial port, to allow the operator real-time access to detailed logged data and the ability
to change point values.
All control elements shall be housed in a NEMA-4X fiberglass door-in-door enclosure located inside the
designated pump house. All enclosures shall be fully gasketed and shall have a drip cap. The enclosure
shall be suitable for wall or pole mounting. The controls shall be designed to allow for interconnect of alarm
function with the telephone dialer.
A 110-volt convenience outlet shall be incorporated into each control panel. Electrical shall be in
accordance with the plans and shall include installation of alarm wiring from pump station to dialer at the
waste treatment plant.
GROUND COVER
Gravel is to be installed on access drive and within fenced limits of treatment area. The contractor shall
install a geotextile fabric down prior to stone placement to minimize the growth of weeds. Stone shall be
#57 washed and placed at 3-5 inches deep. Contractor to verify the area is free of any low places and area
will drain prior to placement of fabric or stone. Area shall be graded no less than 2% in any direction. All
other areas to be stabilized
Trump National Golf Course VNNTF Page 13 June 16,2022
Mooresville, Iredell County, NC

SECTION V-SYSTEM INSTALLATION
• Prior to beginning construction of the system, entire system shall be staked by a Professional Licensed
Surveyor. This area shall be isolated from construction traffic. This barrier should be maintained until the
Owner accepts the system.
• Contractor shall contact the Owner, Design Engineer, Manufacturer's representative, and Regional
Representative for DEQ for a preconstruction meeting.
• Contractor shall verify all elevations of all system components.
• Observe all setback restrictions. Installation of the system shall be performed under the supervision of
the Design Engineer(as deemed necessary).
• Installation of the system shall be coordinated with the Owner and Design Engineer and scheduled as
necessary to comply with overall facility operation.
• Installation of the system shall be performed to the satisfaction of the Owner, Regional Representative
for DEQ, Manufacturer's Representative and Design Engineer.
• The Contractor shall install all components of the system in strict accordance with the plans and
specifications. Upon completion of the system construction, the Contractor shall charge the system with
water and go through a complete cycle. Any failure or discrepancy shall be corrected.
• The Contractor and Manufacturers of the components shall warrant the components and system for one
year from the date of acceptance by the Owner.
Utility Crossings & Locations
The contractor is responsible for locating all services before beginning work on the site. The plans are
approximate and may not show all utilities.
• Water Line Vertical Separation: Clear separation distance when a water line crosses over a sewer must
be at least 18-inches at the closest point. When conditions prevent an 18-inch clear separation from
being maintained, or whenever it is necessary for the water line to cross under the sewer, both the
water line and sewer shall be constructed of ferrous materials with mechanical joints equivalent to water
main standards for a distance of at least 10 feet on each side of the point of crossing, with full sections
of pipe centered at the point of crossing.
• Storm Drain Separation: Horizontal separation between sewer lines and storm drains shall be at least
five feet. Vertical separation between sewer lines and storm drains at crossings shall be at least one
foot at the closest point unless the sewer is of cast iron pipe or encased in concrete for at least five feet
on either side of the crossing.
• Gas Line Separation: Horizontal separation between gas lines and sanitary sewer shall be at least five
feet. Vertical separation between sewer lines and storm drains at crossings shall be at least one foot
at the closest point unless the sewer is of cast iron pipe or encased in concrete for at least ten feet on
either side of the crossing.
Tank Installation
• Have Surveyor locate tank corners from site engineering plans.
• Excavate to elevations as shown on the plan.
• Add 6 to 8 inches of clean #57 washed stone.
• Check to ensure stone base is level and elevation is correct.
• Carefully lower tank into position with proper rigging and lifting techniques.
• Check level of tanks.
NOTE: Use care while backfilling to prevent tank movement and/or damage to tanks.
• Seal inside tank to ensure tank is watertight.
• Seal all pipe penetrations and fill with water to 12 inches over riser attachment on tank and perform
water-tight test.
• Once testing (See Section on Tank Testing) has been approved by the Design Engineer, install all
piping, pumps and appurtenances within tanks as called for on the plans.
• Install wiring with watertight conduit from control panel location to tanks. No junction boxes are
allowed to be installed inside tank.
• Back fill around tanks with clean material to final grade as shown on the plans.
• All components shall be checked, and proper flow verified.
Orenco Media Filter Installation
This section establishes the installation procedures for the Orenco secondary wastewater treatment
Trump National Golf Course VVVVTF Page 14 June 16,2022
Mooresville, Iredell County, NC

system. It is recommended that these procedures be reviewed and approved by the engineer of record to
ensure compatibility with specific site characteristics.
Orenco Systems, Inc. provides onsite supervision of the installation, the freshwater commissioning of the
treatment system and certification that the system is operational.
Effective execution of these procedures requires coordination with the site contractor. We request that the
site contractor contact AQWA, Inc. [phone] to coordinate delivery, installation schedule and
freshwater commissioning of the system.
• Have NC Licensed Surveyor locate units from site engineering plans.
• Excavate to 6 inches below units. De-water excavation if required.
• Add 6 inches of#57 washed stone.
• Check to ensure mounting pad is level and elevation is correct.
• Carefully lower modules into position with proper rigging and lifting techniques.
• Orient and align modules to inlet and outlet directions. Check if modules are level.
• If modules are installed in groundwater refer to manufacturer for anchoring requirements and
contact Design Engineer.
• Install inlet, outlet, and vent/test port piping.
• If modules are not installed in groundwater, backfill excavation with clean fill material to allow for 6
inches of freeboard minimum. Check level of modules.
NOTE: Use care while backfilling to prevent module movement and/or damage to module.
Electrical Installation
Install the control system and wiring per NC Building Code and NEC by a licensed electrical contractor.
Contractor shall verify available electrical power and before ordering system components. Provide and
connect to properly sized and number breakers in the main control panels as called for.
Final Landscaping:
After the system is installed, the following should be checked to ensure that the treatment area will not be
overloaded with excess rainwater and run-off. Any problems should be corrected before approving the
system. Finally, all remaining disturbed areas should be planted with grass and mulched with a wheat straw
according to specifications below.
Seeding/Final Ground Cover:
After completion of the work, the site shall be stabilized with tall fescue grass or washed stone in
fenced/drive area.
Seeding at the rate of 25 lbs. per acre each for a total of 50 lbs. per acre. Before seeding, lime should be
added at the rate of 1.5 tons per acre. Fertilizer should be added at the rate of 100 units of Nitrogen, 120
lbs. of P2O5 and 120 lbs. of K2O. Both the lime and fertilizer should be lightly incorporated into the soil
before adding seed.After seeding,the area should be mulched until stand is established. Due to the erosion
potential of this soil, this is an important part of the system.
CONSTRUCTION & INSTALLATION TESTING
Requirements for Leakage Testing Vessels
All new vessels shall be tested for water tightness by an approved method such as leakage test. Test shall
be run with risers/and inlet/outlet pipes in place. The testing shall begin after the water level in the vessel
has been stabilized. Leakage shall not exceed 1" of basin depth in 24 hours. Any leaks shall be corrected
and the tanks re-tested. Installer shall ensure that the vessel remains level and true to grade after
placement. Each vessel shall be installed in the location and to the elevations shown on the plans.
Once testing of the vessel has been completed, each unit shall be backfilled in lifts with well compacted,
debris free earth to a level, which directs surface water away from the unit. All lids shall be lockable or
constructed to prevent easy removal.
The Contractor shall be required to provide as many tests and/or certifications as the Engineer may deem
necessary.
Turbidity Basin
The Contractor shall fill the basin completely,with all inlet and outlet piping plugged, and conduct a leakage
test. Leakage shall not exceed 1" of basin depth in 24 hours. Should leakage exceed this amount, basin
Trump National Golf Course VNNTF Page 15 June 16,2022
Mooresville, Iredell County, NC

shall be emptied, dried, all necessary repairs made, and the basin retested. Water for testing may be
obtained by pumping from an approved site source.
Requirements for Leakage Testing-Pressure PVC Piping
Required testing of pipelines and valves shall be done under the direct supervision of the Project Engineer.
Field-testing shall not negate the requirements for material certifications as contained in the material
specification section of this contract. Unless otherwise directed by the Engineer, all testing and disinfection
will be completed prior to connection to any existing line.
On completion of the line or sections of the lines, connections and appearances, the line shall be filled and
hydrostatically tested. The water for testing purposes can be taken from the nearest available water source
under the supervision of the Engineer's Inspector. All leaks and any defective material shall be repaired or
replaced to the satisfaction of the Engineer and the tests repeated until the requirements of this specification
are met. Any special equipment, pumps, etc., required to make the test shall be furnished and operated by
the Contractor as directed by the Inspector.
The Contractor shall use great care to be sure that all air is expelled from each section under test. If service
connection or other openings are not available for the purposes of expelling air,the Contractor shall provide
air release of sufficient size (as determined by the Engineer).
Specific procedures for testing main are as follows:
• The test pressure will be 100 PSI at the low point of the section under test.
• Allowable leakage will be determined by Table 6, AWWA C-600 (see below)or by the formula:
1 = 0.000106(S)(D)where
S in the length of pipe under test and D is the pipe diameter.
• Pressure and leakage tests will be run concurrently and for duration of four hours except as modified
below.
• The Contractor will pressurize the line and verify that it is within allowable leakage before the official
test is started.
• The Inspector will begin the test and remain at the job for the first hour, making sure that the test
pressure is maintained within 5 PSI. The Contractor is to maintain the pressure within 5 PSI for the
duration of the test period. At the end of the first hour, with the line pumped to full test pressure, he
will read the meter and record the first hour leakage. If the first hour leakage is within allowable, he
will return at the end of the fourth hour and again read the meter. If the total leakage for the four-hour
period does not exceed four times the first hour leakage,the test will be terminated. If the total leakage
exceeds four times the first hour leakage, but is still within allowable, the test will be held an additional
hour. If the fifth hour leakage does not exceed the average hourly leakage for the first four hours, the
test will be terminated at the end of the fifth hour. Otherwise, the test will be held until the leakage is
non-increasing and within allowable for two consecutive hours.
• If leakage exceeds allowable for the four-hour test, the test will be terminated and re-scheduled after
the Contractor has verified that actual leakage is within the allowable leakage, but no earlier than the
next working day.
• If the first hour leakage does not exceed 15% of the allowable, or if the allowable leakage rate does
not exceed 0.4/gal/hr., the test may be terminated at the end of two hours provided the second hour
leakage does not exceed the first hour leakage. If the second hour leakage exceeds the first hour
leakage, the test will be held for an additional period as described in Paragraph (e) above.
• The maximum length of pipe testing in one test shall be 5,000 feet or as close to 5,000 feet as possible
depending on valve spacing.
• During the last stages of the test and without any reduction in pressure progressing from the end
opposite the test pump, each mainline valve will be closed, and pressure released to determine if the
valve is holding pressure (minimum 10 minutes per valve closing).
The Contractor shall be required to provide as many tests and/or certifications as the Engineer may deem
necessary for materials, such as concrete, piping, valves, steel reinforcement, all fasteners and anchorage
systems, etc. Testing for materials shall be made by a separate independent test laboratory employed by
the Contractor and approved by the Engineer.
The contractor shall coordinate and schedule site visits, installation, and startup assistance from the
equipment manufacturers.
Trump National Golf Course VVVVTF Page 16 June 16,2022
Mooresville, Iredell County, NC

Pumps and Controls
The Contractor shall furnish the services of a manufacturer's representative for start-up to assist in verifying
correct installation of the equipment, observe start-up and operation, conduct the pump drawdown testing,
conduct testing of controls, and instruct the operator in proper operation of the equipment. Five copies of a
complete operation and maintenance manual shall be provided to the ORC. A pump drawdown test shall
be conducted on each pump to demonstrate that the pumps meet the conditions stated in the Basis of
Design. After completion of this test a certification of compliance with the Design Conditions shall be
provided by the manufacturer.
The pump control shall be tested to demonstrate proper operation with the level control including pump
alternation, low level cut-off, high water alarm, and lead-lag operation.
SECTION VI -OPERATING CHECKS AND ADJUSTMENTS (START-UP)
The system shall consist of: existing collection system, (1) Orenco 275-42 T-MAX septic/flow equalization
tank with duplex filtered pumping vaults, (3) Orenco AX-MAX275-42 self-contained primary recirculating
media filter units in parallel, (1) secondary recirculating media filter unit with (2) UV filters in series post
treatment, Turbidity Measurement Chamber, existing irrigation pump station, existing irrigation fields,
headworks, filters, controls and other associated appurtenances.
After permanent power has been connected and all components of the system have been installed and
dummy tested, the Contractor shall schedule a time for the checking of the system for proper operation.
The check shall be performed by the Contractor in the presence of the Design Engineer, ORC and Owner.
Any discrepancies shall be corrected until the system operates as designed.
It is the Clients responsibility to ensure that the Contractor checks the entire system and takes the system
through a complete test cycle prior to Engineer making certification startup visit. This includes:
• Ensuring that all risers and lids are at grade and readily accessible
• Floats are set at the proper elevations as required
• Pumps are operable and delivering the required flow and head
• Panels are in operation and operate as called for herein
• Area around treatment and disposal area are at finished grade, stone placed, or areas raked fine
with seed and straw as called for herein.
• Tanks are filled with water and ready for testing. Contractor is to dummy test entire system prior
to final startup meeting with Engineer, Owner, and ORC.
Once all the items have been completed the Contractor shall run the system through an entire test in the
presence of the Owner, Owner's Engineer, and ORC and to their satisfaction. If the test fails, adjustments
shall be made, and the test repeated until the system is determined to operate properly.
Treatment Vessels:
Ensure the vessels are free of all trash and debris. Check water level, pipes, floats, and pumps.
Orenco Treatment Units
Start-Up (Treatment System Controls)
1. During tank installation care should be taken to prevent foreign matter/debris from entering the tank.
2. System needs to be commissioned prior to start-up.
A. Check that the electrical connections have been made inside the control panel and that there is
power to the panel.
B. See Appendix B for PLC (programmable logic controller)Operating Instructions prior to turning on
the system.
C. Turn control panel power disconnect switch to "ON."
D. At the control panel use the control screen to set the PLC timers to a "test cycle" as follows:
TEST CYCLE SETTINGS ON OFF
Pump(s) 1 1 min 1 min
3. Pump off Float: In the extended position this float switch shall create an open circuit and prevent
operation of the pumps. When the circuit is closed the float switch shall allow activation of the timer and
the pumps shall alternate between cycles, transferring wastewater to the downstream treatment
reactor(s).
Trump National Golf Course VNNTF Page 17 June 16,2022
Mooresville, Iredell County, NC

4. Dose Enable Float: Upon closure the mid-level float switch shall activate the lag pump and the two
pumps shall draw down the liquid in the dosing tank until the mid-level float is open. Upon this
occurrence, a counter shall be triggered to alert the operator of a high-level condition has occurred and
the timer"on"setting for the pumps may need adjusting.
5. Peak Enable Float: The high-level float switch shall activate the audio/visual alarm when the circuit is
closed.
• Test each float for proper function. Make sure each float is producing the correct given response
• Check to make sure that the float switch hanger is within 18" of finished grade.
• Check that the slide rails have been installed properly. Pull up each pump to ensure the rails have
been installed properly and that the pumps seal seats back on the slide rail assembly piping.
• Check that the effluent piping was piped correctly.
• At the panel turn the alarm to TEST.The alarm should sound. Press the alarm silence, audio alarm
should silence, the red alarm light should remain illuminated. Turn alarm to OFF, red alarm light
should turn off. Set the alarm to AUTO and unsilence the alarm.
• Close and secure the lid.
• Return to the control panel to set the pump(s) and timers to the settings specified in "PUMP TIMER
SETTINGS."
• Close/secure control panel.
Note: Using manufacturer's instruction, become familiar with filter components and operation.
SECTION VII -AS BUILTS
A set of as-built plans and specifications shall be prepared by a Professional Surveyor licensed to practice
in the State of North Carolina.
• The Surveyor shall be hired by the Contractor to perform the work.
• The contractor shall provide the "As-Built" plans to the Engineer.
• The Engineer shall provide the signed and sealed "As-Built" plans to the Owner and ORC which will
show actual vertical and horizontal location and design of all system components, indicate any
crossings of force mains, color of force mains and any deviations in installation of the force mains and
plans. Exact locations of valves and cleanouts are required as well and contain a complete list of all
mechanical equipment installed whenever any deviations were made from the approved plans and
specifications.
• The Contractor shall forward to the Engineer two bound sets of all manufacturer's component data
along with the "As Built" data.
SECTION VIII -OPERATING PERMIT
• The system shall not be operated until the Project Engineer certifies in writing that the system has been
installed in accordance with the approved plans and specifications, and the installation is approved by
the Engineer of Record.
• The operation permit shall include description of facilities served and sewage system components, as-
built plans and specifications, legal documents, Operation & Maintenance manual, monitoring and
performance requirements, and other operating conditions deemed appropriate.
SECTION IX-WARRANTY
The wastewater system installation contractor shall agree to provide a minimum of one-year regular service
to the Owner for maintenance and upkeep of this system at no additional cost to the Owner, and such one-
year period shall begin from the date of final inspection and acceptance of the system construction by the
Owner and the Engineer. Any concerns by the owners' personnel shall be addressed promptly.
After the above one-year period has expired, the installation contractor shall offer a continuation of
maintenance and upkeep service at a reasonable charge as may be negotiated between the installation
Contractor and the Owner. Such service shall include checking the entire system at least monthly, offering
quick response servicing in case of a malfunction of the system (maximum of 24 hours after warning is
given by the"Owner's Warning Panel")and performing such servicing of components and replacing of worn
or defective equipment as may be necessary to keep the system operating in good condition.
If the installation contractor will not be willing to agree to the above described one-year maintenance period,
then any other time period must be acceptable to the Owner and the Engineer.
SECTION X-OPERATION & MAINTENANCE
This work shall be performed only by operators knowledgeable of the system. Operation, maintenance, and
Inspection Procedures shall include but not be limited to the following:
Trump National Golf Course WWTF Page 18 June 16,2022
Mooresville, Iredell County, NC

• Maintain contract with an ORC.
• Trash/flow EQ tank shall be pumped every 5 years or when solids accumulate to 1/3 the volume of
the tank. These solids shall be disposed of at an approved facility.
• An inspection report should be completed and filed each time the system is checked.
• Follow inspection checklist by Orenco, Inc. and irrigation manufacturer.
• The pump control timer shall be checked to verify that each pump run time is correct to ensure the
correct dosing volume. Adjustment shall be made as required.
• All piping, fittings and valve boxes shall be checked annually for damage and/or proper operation
and corrections made immediately.
• The property should be inspected to ensure all surface water is deflected away from the fields and
tank. Any ponding of surface water should be corrected.
• Grasses shall be mowed and maintained, and any erosion shall be corrected promptly.
• All areas shall be checked for leakages, blowouts or malfunction, indications of damp or mushy
areas compared to surrounding area or evidence of noticeable odor of sewage. Repairs shall be
made immediately.
• The pump electrical panels and wiring should be checked to insure tight, clean connections with
no corrosion and proper operation.
• Pump switches shall be checked for free operation and proper level set.
• Check all tanks, valve boxes, etc. for evidence of damage or leakage. Check the quality of effluent
including grease and sludge accumulation.
The current system owner (Trump National Golf Course & subsequent owners) shall establish an
operation and maintenance program and procedure based on experience obtained from similar
installations.
The current system owner(Trump National Golf Course &subsequent owners)shall be responsible to
comply with all above operating and maintenance procedures in addition to any so specified on the
operation permit issued by the NC DEQ or may be necessary in the future for the operation of the system
to meet all public health laws, rules and regulation regarding the wastewater system treatment and disposal
system.
Failure to comply with these operating and maintenance procedures will necessitate immediate legal action
by NC DEQ to suspend or revoke the operation permit.
Trump National Golf Course VNNTF Page 19 June 16,2022
Mooresville, Iredell County, NC

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FBL-Series Fiberglass Access Lids
Applications General
Orenco FBL-Series Fiberglass Access Lids provide a secure covering Orenco FBL-Series Fiberglass Access Lids are constructed of fiberglass
for Orenco-brand Fiberglass Access Risers and Fiberglass Basins.They polyester resin molded around a structural foam core.The foam core is
are not designed to fit PVC access risers.FBL lids are capable of sup- lightweight,doesn't degrade,and provides an R-value of 6(RSI R-value
porting a 2,500-lb(1134-kg)wheel load; however,they are not recom- of 1.0).FBL lids come standard with an EPDM gasket for watertight lid-
mended for vehicular traffic. to-riser connections and with stainless steel hex bolts for attachment to
Orenco-brand Fiberglass Access Risers and Fiberglass Basins.
FBL lids feature a textured non-skid top surface and are available in
tan or green.
t1
11
A
Structural foam core EPDM gasket t Standard Models
FBL24G,FBL24G-GREEN, FBL30G,FBL30G-GREEN, FBL36G,
Orenco®FBL-Series Fiberglass Lid(Close-Up Side Cutaway View) FBL36G-GREEN, FBL48G, FBL48G-GREEN
EPDM gasket
Product Code Diagram
FBL G -
a��� i� Lid color option:
oOOp„„ L
Blank — an,standard
GREEN— green
Insu��
0
Blank
option:
insulated core
12 = 2-In.(50-mm)Insulation added'
ry�
iiiiiiiiiif
Vent/filtration option:
�„ Blank no vent or filter
CF — carbon filter
B C a V = vent
1 EPDM gasket
1 Diameter:
� , 24= fits 24-Inch(600-mm)fiberglass risers
30= fits 30-Inch(750-mm)fiberglass risers
36= fits 36-Inch(900-mm)fiberglass risers
9pn 48 4 fits 48-Inch(1200-mm)fiberglass risers
Fiberglass lid,FBL series
, 8 `Optional insulation external to FBL24,FBL30,FBL36,Internal to FBL48
a0
„, Materials of Construction
Lid Fiberglass reinforced polyester
Orenco®FBL-Series Fiberglass Lid(Bottom View) Core Structural foam
Gasket EPDM rubber
Hex bolts Stainless steel
Specifications
Model FBL24GXX FBL3OGXX FBL36GXX FBL48GXX
A,in.(mm) 1.4(36.5) 1.4(36.5) 1.4(36.5) 1.4(36.5)
B,in.(mm) 30.0(762) 36(909) 42.5(1080) 54(1367)
C,in.(mm) 23.0(584) 29.0(737) 35.0(889) 47.0(1194)
Bolt hole diameter,in.(mm) 0.4(10) 0.4(10) 0.4(10) 0.4(10)
Bolt holes,per lid 4 6 6 8
Weight,lbs(kg) 20(9.1) 25.0(11.3) 38.0(17.2) 68.0(30.8)
R-value(RSI R-value) 6(1.0) 6(1.0) 6(1.0) 6(1.0)
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NTD-RLA-FL-3
Rev.3.0,®10/17
Page 1 of 1

Orenco
SYSTEMS ,,1111111111111111i,1,1,„„1„1„1„„„1„,.„„,
DuraFiberTM FLD and FLDR Access Lids
Applications Standard Models
Orenco DuraFiber"'Access Lids provide secure,damage-resistant cov- FLD18G,FLD24G,FLD24GATX,FLD24GW,FLD30G,FLD3OGATX,
erings for ribbed PVC and HDPE risers,pump basins,and access ports. FLD3OGW,FLDR3OG
They are not recommended for vehicular traffic.24-inch (600-mm)
DuraFiber lids require an RLA24 adapter to mate to Perma-LocT"' pipe. Product Code Diagram
Use the FLDR30 lid for 30-inch (750-mm) RLA Riser-Lid-Adapters or FLD
30-inch (750-mm)Perma-Loc pipe.
Color and logo options:
General Blank= green color lid
B = brown color lid
C = custom logo
DuraFiber Access Lids are designed for extreme durability and dam- ATX =Advanrex`logo
W = warning label
age resistance,with breaking strengths in excess of 20,000 lbs(9,000
Insulation:*
kg).Flat-style flanges provide easy access and clean,flush-to-grade Blank= no insulation
installation.Centering rings align lids with risers; urethane gaskets help 12 =2-Inch(50-mm)Insulation installed
14 =4-inch(100-mm)insulation installed
provide watertight seals.Durafiber Lids are available with optional insu- Vent and filter options:
lation, installed at the factory or in kits that can be installed in the field. Wank_nooventorfilteroptions
Optional stainless steel lid locks for FLD24 lids can be field-installed CF =carbon filter
(FL-Lid Lock)or factory-installed(FL-Lid Lock-Adder). Gasket options:
G = gasket(standard)
DuraFiber Lids feature a non-skid surface,a molded-in caution state- Blank= no gasket
ment,and room for a customer logo.They come with four 5/6-inch Lid drama e45a Ti:( )
stainless steel flathead socket cap screws and a hex key wrench. 24= 24(600)
30= 30(750)
Lid type:
Blank= FLD lid
O• R = FLDR lid
DuraFiber"`fiberglass lid
Materials of Construction:
Lid Fiberglass reinforced polyester(FRP)
Gasket Urethane
Centering ring core Structural foam
Mounting hardware Stainless steel
Insulation(optional) Closed-cell foam
Insulation mounting hardware Stainless steel
DuraFiber FLD lid,top view and side cutaway view
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-RLA-FL-4
Rev.6.0,©10/19
Page 1 of 2

Oreiicc
rt,...1,11,...„...„„unuo„„„„„,111,10,,,o.„„,„ „:::Fill 1,,,,1111111„,1„,,,„,,,„„:11 iltior
SYSTEMS
Specifications
Model FLD18XX FLD24XX FLD30XX FLDR30XX
A,in.(mm) 20.2(514) 26(660) 33(838) 33(838)
B,in.(mm) 1.5(38) 1.5(38) 1.5(38) 1.5(38)
C,in.(mm) 17.5(445) 23.25(590) 29.25(743) 28.5(724)
Gasket width,in.(mm) 0.75(19) 0.75(19) 0.75(19) 1 (25)
Bolt hole diameter,in.(mm) 0.3125(8) 0.3125(8) 0.3125(8) 0.3125(8)
Weight,lbs(kg) 7(3) 11 (5) 20(9) 20(9)
Bolt holes,per lid 4 4 4 4
•
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;',,t,',,,, /41//
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A-FL-4 Rev.6. Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.6.0,©10/19
Page 2 of 2

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Orenco
,
SYSTEMS
1-800-348-9843
[phone]
www.orenco.com

PrseTricicr 1 \, ,, 1,I , 1 41
4
How To Use This Manual Page 2
Before You Begin Page 2
Standard Unit Components Page 3
Installation Overview Page 4
Installation Steps Page 4
Step 1: Review and Compare Plan Set Page 4
Step 2: Perform Excavations (As Needed) Page 4
Step 3: Prepare T-Max Tank Pad(s) Page 4
Step 4: Set T-Max Tank(s) Page 5
Step 5: Construct Antibuoyancy Measures (As Needed) Page 6
Step 6: Install Platforms and Railings (As Needed) Page 6
Step 7: Install Plumbing and Test Watertightness Page 6
How To Use This Manual
This manual contains an Installation Overview and a set of Installation Steps.
• Installation Overview—This is a simple overview of the installation steps. It is a reference only; complete instructions are found in
the installation steps that follow.
• Installation Steps—These provide general instructions for each installation step,along with references to installation documents for
specific components. Many Orenco products come with installation instructions.All of these instructions are also provided in hard-copy
form in our Orenco Installer Binder.Contact your Dealer or Orenco for a copy of the binder,or find individual instructions online in the
Orenco Document Library at www.orenco.com.
You will find IMPORTANT information, Key Points, and Notes in this manual, marked with easy-to-see visuals:
© IMPORTANT—These point out potential hazards to equipment or people during and after the installation.
AiKey Points—These are critical for a quality installation and are necessary for your installation to be successful.
0: Notes—These cover useful information and tips that can help make your installation simpler or easier.They may also
provide information on variations in components or methods.
Before You Begin
Before you begin the installation, read this manual and any documents referenced in it.Also, be sure that the instructions for these products
are the most current ones available. Perform the installation according to the current manual and the engineering plans and
specifications.You can make sure your instructions are current by checking our online Document Library at www.orenco.com.You'll save
time and money on installation day,and you'll get fewer call-backs.
This manual provides basic information for installing Orenco T-MaxTM tanks in-ground or above-ground.These instructions do not replace
training or engineering plans.
Before beginning the installation,schedule a pre-construction meeting with the project engineer, electrician,operator, inspector/regulator,and
your Orenco representative.Any inconsistencies in the plans,specifications,or regulatory issues identified during the pre-construction meeting
should be completely addressed prior to installation. If there are differences between your engineering plans and the instructions in this
manual,contact your project engineer.
NIM-TNK-2 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,©03/17
Page 2

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'\ S Y S T E M S
Before You Begin, cont.
© IMPORTANT Failure to follow the instructions in this manual can void the system's warranty.
Ai Key Points:
• Inspect your order for completeness and inspect each component for shipping damage. If any part of the order is incomplete or
damaged, contact your Dealer or Orenco.
• Contact your designer or engineer if you have questions about your installation.
• All components and plumbing used in conjunction with a T-Max tank must be installed properly according to their manufacturer's
instructions.
• All plumbing used in conjunction with the installation of a T-Max tank must be watertight.
• Make sure these instructions and the items supplied comply with your state and local regulations.
• Improper installation may cause difficulties with tank performance as well as operation and maintenance issues.
0`' Note:All pipe diameters provided are U.S. nominal IPS pipe sizes. If you are using metric pipe,you may need adapters to
connect to the U.S. fittings supplied with T-Max Storage Tanks.
Standard Unit Components
Example T-Max Storage Tank
T-Max tanks are highly customizable. Multiple riser,chamber, baffle wall, pump system and other options are available.The configuration
and components shown in this diagram are not intended to match the specific tank(s) used in each installation.
o Tank inlet 0 Flow-through port(optional) 0 Tank support rib
©Tank chamber(optional) 0 Tank chamber,(optional) m Lifting bracket
©Tank baffle wall(optional) 0 Discharge pumping system(optional) 4D Lifting bracket support plate
O Crossover tee(optional) 0 Discharge outlet(pump outlet shown) ®Access riser and lid
O c a III I'IRl a Q r
O ®
m m
m
Example T-Max Storage Tank(top cutaway view)
® ® 1 — f
O T O m.
— © —
© 0 © E ❑ 0 0
— •
Example T-Max Storage Tank(side cutaway view)
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIM-TNK-2
Rev.2.0©03/17
Page 3

\
PrseTricicr ,,„ A„ A \,, „ ,I,\�1�, ,,,, 41
4
Installation Overview
Step 1: Review and compare the plan set to the actual site.
Step 2: For in-ground installations, perform the excavation(s)for the T-Max tank(s)to the depths shown on the plan set.
Step 3: For in-ground or above-ground installations, prepare the pads for the T-Max tank(s).
Step 4: For in-ground or above-ground installations, set the T-Max tank(s) into position.
Step 5: For in-ground installations,construct antibuoyancy measures on the T-Max tank(s) if they are required by the plan set.
Step 6: For above-ground installations, install any platforms and railings included with the T-Max tank(s).
Step 7: Plumb and test watertightness. (If needed, backfill in stages until you reach the grade specified on the plan set.)
Installation Steps
Table 1. Recommended Spacing for Tanks Step 1:Review and Compare Plan Set
Equipped with Antibuoyancy Measures Review the plan set and compare it with the actual physical site.
Burial Depth*, Recommended • Make sure there are no obstructions on the site that could interfere
ft(mm) Spacing,ft(mm) with the installation.
5.5 (1680) 8 (2440) • Check that all locations and elevations match the plan set.
6.5 (1980) 10 (3050) • Discuss any differences between the plan set,the site,and these instruc-
tions with the engineer before continuing.
7.5 (2290) 12 (3660)
*Burial depths are measured from the bottom of the tank. Key Points:
• Follow the plan set for specific spacing distances between T-Max
tanks, as well as between T-Max tanks and other components. Contact
your Dealer for more information.
• See Table 1 for depth and spacing recommendations.
• See the plan set for specific depths for burying or berming in-ground tanks.
• Contact Orenco before burying the top of the T-max tank more than 1 ft
(300 mm) below grade.
• If the T-max tank uses a gravity inlet or discharge, maintain a minimum
slope of 1/8 in. per ft(10 mm per m or 1%) in the gravity transport piping.
Step 2:Perform Excavations(As Needed)
10: Note:For units installed above-grade, with or without berms, skip
this step and go to Step 3.
If the plan set calls for the tank(s) to be buried, perform the excavation(s).
• Mark the site(s) for the tank(s) and plumbing runs.
• Make the excavation(s) to the depth listed in the plans.
• If necessary, install shoring. Consult the engineer and applicable regula-
tions for shoring requirements.
• If specified, excavate and prep French drains or other drainage systems.
Step 3:Prepare T-Max Tank Pad(s)
Note:An appropriately sized, level pad of concrete or asphalt can
be used in place of a compacted pad.
NIM-TNK-2 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,©03/17
Page 4

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S Y S T E M S
Installation Steps
Step 3:Prepare T-Max Tank Pad(s), cont
Step 3a: Make sure the bottom of the excavation or the pad site for each
T-Max tank is level and free of debris, rocks,and sharp objects. 0
• The bottom of the excavation or the pad site has to be stable and uni- , „„
form to ensure equal bearing across the tank bottom. " � r 1 .</
Step3b: Laya level, compactedpad of <_3/4-in. 19-minaggregate, 1," r � jD " # '°(
p ( ) pea � / rft/ ' ,,, t � � )/%r��� ,;
gravel, approvedgranuleoverlying or over) in a firm, uniform base.
• Compact the pad to 95/o compaction. /%1 I ti;;
• Lay the pad at least 7.5 ff(2.3 m) wide and at least as long as the unit. ' "(�� ��...�����
ii Key Points: r
9
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1,111
• Completely level pads are critical for correct installation. �' ci^o eye °pad fa r; "
• III .III
If the base soil is unstable (peat,quicksand, muck,soft or highly expansive Via„ ga ted aggregate,„Hpadshown1, d� V°
clay,etc.),overexcavate the site depth and set a firm, 6-in.(150-mm)
compacted pad of</2-in.to 53/-in.(13-to 19-mm)aggregate.
• In extremely unstable soil,a concrete pad may be required.Contact the CI
Lifting bracket locations(two per side,four total)
engineer with questions about soil stability. —
Step 4 Set T-Max Tank(s) "--- .- -'
© IMPORTANT
•Know the specific weight of the tank and use proper lifting equipment. ,,,,.....••••,
• T-Max tanks can weigh up to 10,000 lbs(4536 kg).If you are unsure of
the tank's weight,contact Orenco before attempting to lift it. Tiff
iiKey Point:When installing multiple T-Max tanks,confirm each tank's CO jaw
location and direction before off-loading and placing it.
III
Step 4a: Position the transport vehicle and lifting equipment as close to the "�bA
•
pad as possible. .
)1111111
• If the tank has been transported to the site in a shipping container, see °'°'
Step4b:Attach theprovided liftingcables to the four liftingbrackets on the ����°°°tl�°"I"�'�I�11t1°� ���il1i1 �� II
NIN-ATX-MAX-1, Removing Units from Shipping Containers.
j �1,8 1'1?: p r ,uii 1 rlll(
uu
tank and raise the lifting equipment until all of the cables are tight. mm f(mo,"" " ul ii toi"," °iditk IMP fiver µti i"PSI °p1110„1
© IMPORTANT Make sure the cables are properly attached! NI
Step 4c: If antiflotation brackets are included with the tank,attach them to the
iiitank's base with the supplied hardware.
Step 4d: Lift the T-Max tank off of the transport and move it into position. a
* IMPORTANT:Keep nonessential personnel clear when moving
and setting T-Max tanks!
Step 4e: Lower the tank onto the pad.
• Keep the tank centered on the pad as you lower it.
oo; Fo•Q/;o o;•o
do
=Make sure the tank is centered on the pad. z oopo:d,�Ae oo�o
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIM-TNK-2
Rev.2.0©03/17
Page 5

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Installation Steps
© 12-in.(300-mm) T-Max tank Step 5:Construct Antibuoyancy Measures (As Needed)
form
0 o c Antiflotation A Key Points:
a o brackets
D. r ) .,• •• The standard method for constructing antibuoyancy measures is described
• ••: Concrete below. For other methods, contact your Dealer or Orenco.
a,o:
"�,'. #4 • Contact the project engineer if you are unsure about the need for anti-
c-. rebar buoyancy measures.
c
'Q o Step 5a: Build forms 12-in. high x 20-in.wide(300 mm x 545 mm) along
w the full length of both long sides of the tank.
,y m�� •! mW ,, • The concrete has to cover the rebar by a minimum of 1.5 in. (40 mm)
!1�1 ; ; ',.//1Ol 4 1�e4�1 ���e4Ugfii1 t,; I after it is poured and level.
Step 5b: Place three evenly spaced runs of#4 rebar on top of the
Nii,\ antiflotation brackets,along the tank's entire length on both sides.
• Tack weld or wire-tie the rebar pieces in place on the brackets.
Step 5c: Pour concrete into the forms.
Step 5d:Wait for the concrete to set before backfilling.
'fir111,
w �' °!� ^ Step 6:Install Platforms and Railings (As Needed)
� 11111
IIIIIIII muIT 10 ,,, I0Im If your T-Max components include platforms and railings, install them now.
"' IIIIIIIII III- 111111 Note:Before installing the platforms and railings, make sure that
1111110111'1 ,1 �� H jai
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N II all of the parts and hardware have been received.
4 'VII' pom Step 6a: Fold the platforms out into a horizontal position, install the
,y, IIII " platform posts,and secure them to the unit(s) with the supplied hardware.
Step 6b: Place and secure the railings to the unit(s)with the supplied hardware.
Op;PIMP
Step 6c: Install the ladder(s) and secure them with the supplied hardware.
,!uu 'q�, °��u'
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�i 1skN Step 7:Install Plumbing and Test Watertightness
iStep 7a: Use the plan set to identify the location of all transport lines and other
\\\T„1 I �y�`1����,,����� I°IIIII II IIIIIIIIIII connections between the T-Max tank(s)and other system components.
;�� Step 7b: Connect any transport lines on the bottom half of the T-Max tank(s).
• Support the transport lines to prevent sagging.
• If there are no transport lines on the bottom half of the tank(s),go to Step 7e.
Step 7c: Fill each T-Max tank with water to 6 inches (150 mm) above the
transport lines on the bottom half of tank(s)to test for watertightness.
• Wait 10 minutes and then check for leaks around the penetrations and
lines, as well as for changes in the liquid level inside the tank(s).
• Repair any leaks in the lines and connections.
• Contact Orenco for any leakage around plumbing penetrations in the
tank(s) or if the liquid level inside the tank(s) decreases.
AKey Point:Contact Orenco before burying the top of the T-max tank
more than 1 ft(300 mm) below grade.
NIM-TNK-2 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,©03/17
Page 6

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Installation Steps
Step 7:Install Plumbing and Test Watertightness, cont.
Step 7d: For in-ground or bermed installations, backfill around the T-Max Moisten fill if
tank(s) to 24 inches (600 mm) below the inlet and outlet lines (whichever is necessary.
lower) on the the T-Max tank(s). :o.oo: Mechanical
O' �•o• P'
• Do not backfill to a level higher than is called out on the plan set. o•b ;,, compactor
• Lay a level, 95% compacted bed of 53/-in. (19-mm) aggregate, pea
gravel, or approved granule for transfer lines. •
• Backfill in 12-in. (300-mm) lifts—don't damage the lines. G
• Use a mechanical compactor to compact each lift. •Q.• o.
• If necessary, moisten the backfill material with water to help compaction.
Step 7e: Connect the inlet and outlet piping to the T-Max tank(s). go 12-in.(300-mm)lifts
• Support the inlet and outlet piping to prevent sagging. fi
Step 7f: Fill the T-Max tank(s)with water to 2 inches(50 mm)above the inlet
to test for watertightness.
IMPORTANT NEVER submerge electrical conduit penetrations or
junction boxes inside a T-Max tank!
• Do not fill the tank more than 2 inches (50 mm) above the inlet.
• Wait 10 minutes and then check for leaks around the penetrations and
lines, as well as for changes in the liquid level inside the T-Max tank(s).
• Repair any leaks in the lines and connections.
• Contact Orenco for any leakage around plumbing penetrations in the
T-Max tank(s) or for changes in the liquid level inside the tank(s).
Step 7g: For in-ground or bermed installations, backfill around the T-Max
tank(s)to the level listed on the plan set.
• Lay a level, 95% compacted bed of 53/-in. (19-mm) aggregate, pea
gravel, or approved granule for inlet and outlet piping.
• Backfill in 12-in. (300-mm) lifts.
• Use a mechanical compactor to compact each lift.
• If necessary, moisten the backfill material with water to help compaction.
Key Points:
• Don't alter the slope of lines or damage the lines during backfilling.
• Do not use native material to backfill if it is very soft or highly expansive
clay or if it contains debris, large (>3/-in.or 19-mm) rocks,sharp rocks,
peat, or muck. In these cases, use 53/-inch (<_19-mm) crushed stone
as fill material.This material should be washed and free of debris.
— In noncohesive soils*with high seasonal water tables, use 3/-inch
crushed rock as the backfill material.
— Do not backfill with sand.
• Be sure that the final grade slopes away from the unit(s).
*As described in OSHA Standards(29 CFR,Part 1926,Subpart P,Appendix A),noncohesive soils or granular soils include gravel,sand,or silt with little or no clay content.Granular
soil cannot be molded when moist and crumbles easily when dry.Cohesive soils include clayey silt,sandy clay,silty clay,clay,and organic clay.Cohesive soil does not crumble,
can be excavated with vertical sideslopes,is hard to break up when dry,and when moist,can be rolled into threads without crumbling.For example,if at least a 2-inch(50-mm)
length of 1/8-inch(3-mm)thread can be held on one end without tearing,the soil is cohesive.
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIM-TNK-2
Rev.2.0©03/17
Page 7

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SYSTEMS
1-800-348-9843
[phone] RIM-
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Rev. ©
2.0,©03/17
www.orenco.com Orenco Systemse,Inc.

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AdvanTex° AX-Max Treatment Systems
Applications General
Orenco's AdvanTex®AX-Max is a complete,fully plumbed,AdvanTex The AX Max is a modular system that can be preceded by primary treat-
Wastewater Treatment Plant for residential,commercial, municipal,and ment or configured to incorporate primary,secondary,and tertiary waste
mobile applications with medium-to-large-flows and permits requiring water treatment before reuse or dispersal.
secondary treatment or better. It can be used as a stand-alone unit or in The heart of the AX Max system is the AdvanTex Recirculating Treatment
multi-unit arrays under adverse conditions in a wide range of environ Tank,a sturdy,watertight,corrosion-proof fiberglass tank that includes the
menu.The AX Max is ideal for: same dependable,textile treatment media found in all AdvanTex products.
• Small sites and poor soils
• At-grade or above-grade installations Standard Models
• Mobile and temporary installations AX-MAX100-14,AX MAX150 21,AX MAX200 28,AX MAX250 35,
• Disaster response sanitation AX MAX300 42(Standard models without pump systems.)
• Remote locations AX MAX075 14,AX MAX125 21,AX MAX175 28,AX MAX225 35,
• Extreme hot or cold climates AX-MAX275-42(Standard models with pump systems.)
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Componen III
ts ax-MAX125-zi shown � { % 2 , %"'"�'°%�''
© �� ,f/jr
O Inlet,not shown O Distribution manifold �lI1YfJ
q,,, O���ffflll °
©Recirc blend chamber 0 Spray nozzles �G
O Tank baffle Lateral ball valves ®Outlet,discharge �%
O Recirc-transfer line AdvanTex textile media 0 Air inlet
O Recirc-pump chamber baffle ®Recirc return valve m Vent fan assembly
O Recirc pump chamber ®Recirc filtrate chamber m Air outlet
O Recirc pumping assembly m Discharge pumping assembly 0 Hinged lid,typical
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NTD-ATX-MAX-1
Rev.2.0,©03/17
Page 1 of 2

PrseTricicr \ a ,
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14 B ►{
AdvanTex AX-MAX275-42,side view
T ,_.___________„,
, _. ,
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A
14 B ►I Ii D -PI
AdvanTexAX-MAX150-21,side view AdvanTex AX-MAX,end view(all models)
Specifications
Nominal Dimensions*
Model AX-MAX100-14 AX-MAX150-21 AX-MAX200-28 AX-MAX250-35 AX-MAX300-42
A,ft(m) variable variable variable variable variable
B,ft(m) 14.0(4.2) 21.0(6.4) 28.0(8.5) 35.0(10.7) 42.0(12.8)
C,ft(m) 7.6(2.3) 7.6(2.3) 7.6(2.3) 7.6(2.3) 7.6(2.3)
D,ft(m) 7.5(2.3) 7.5(2.3) 7.5(2.3) 7.5(2.3) 7.5(2.3)
Footprint,ftz(m2) 112.0(10.4) 168.0(15.6) 224.0(20.8) 280.0(26.0) 336.0(31.2)
Model AX-MAX075-14 AX-MAX125-21 AX-MAX175-28 AX-MAX225-35 AX-MAX275-42
A,ft(m) 5.7(1.7) 5.7(1.7) 5.7(1.7) 5.7(1.7) 5.7(1.7)
B,ft(m) 14.0(4.2) 21.0(6.4) 28.0(8.5) 35.0(10.7) 42.0(12.8)
C,ft(m) 7.6(2.3) 7.6(2.3) 7.6(2.3) 7.6(2.3) 7.6(2.3)
D,ft(m) 7.5(2.3) 7.5(2.3) 7.5(2.3) 7.5(2.3) 7.5(2.3)
Footprint,ftz(m2) 112.0(10.4) 168.0(15.6) 224.0(20.8) 280.0(26.0) 336.0(31.2)
*See AdvanTex'AX-Max Treatment System drawings for exact dimensions and specific treatment configurations.
NTD-ATX-MAX-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,©03/17
Page 2 of 2

S Y S T E M S
System Start-Up: AX-MaxTM Units
Use this form in conjunction with NFO-AD(-SSU-1,System Start-Up.When completed,attach this form to NFO-AD(-SSU-1 along with other applicable system
start-up forms and provide a copy of these forms to the system owner and to the system operator.
Project Information
Project Name:
Date:
Treatment Unit Information
Unit# Serial# Unit# Serial# Unit# Serial#
1 5 9
2 6 10
3 7 11
4 8 12
Unit and Site Installation Inspection
Installation Method Burial Partial Burial Bermed Above-Grade
Depth and Spacing Burial Depth To Native Soil: Spacing Between Units:
Bedding Material(s)(Select All Applicable) Native Fill Aggregate Other:
Anti-Flotation Installed ❑Yes No Notes:
Unit(s)Installed Level ❑Yes No Notes:
Site Grading Checked ❑Yes No Notes:
Site Drainage Checked ❑Yes No Notes:
Lids Accessible �Yes No Notes:
Inlet Plumbing Correct and Watertight Yes No Notes:
Outlet Plumbing Correct and Watertight Yes No Notes:
Textile Correctly Installed ❑Yes No Notes:
Key Components Photographed ❑Yes No Notes:
Ventilation System Inspection
All System Electrical Connections Made ❑Yes No Notes:
Waterproof Wire Nuts Used in Splice Boxes Yes No Notes:
All Vent Pipes Connected Yes No Notes:
Vent Inlets Installed ❑Yes No Notes:
Vent Outlets Installed ❑Yes No Notes:
Carbon Filters Installed(If Applicable) �Yes No Notes:
Vent Fans Operate ❑Yes No Notes:
Intake Airflow Verified ❑Yes No Notes:
Exhaust Airflow Verified ❑Yes No Notes:
Fan Alarm Operates Yes No Notes:
Key Components Photographed ❑Yes No Notes:
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NFO-ATX-SSU-MAX-1
Rev.2.0,©06/17
Page 1 of 4

S Y S T E M S
Recirculation Pumping (Recirc) System Inspection
All System Electrical Connections Made ❑Yes ❑No Notes:
Waterproof Wire Nuts Used in Splice Boxes 0Yes 0No Notes:
Float Switches Installed Yes 0 No Notes:
Float Switch Cords Neatly Wrapped ❑Yes ❑No Notes:
Float Switch Tests Performed ❑Yes ❑No Notes:
Manifolds Flushed ❑Yes ❑No Notes:
Spray Nozzles Operate Yes ❑No Notes:
Spray Patterns Adequate ❑Yes ❑No Notes:
Manifold Pressure Unit# Manifold Pressure Unit# Manifold Pressure Unit# Manifold Pressure
1 5 9
2 6 10
3 7 11
4 8 12
Recirc Pump(s)Operate in"Manual" Yes 0 No Notes:
Recirc Pump(s)Operate in"Auto" Yes 0 No Notes:
Recirc Pump Volts and Amps Voltage Amperage Voltage Amperage
Pump# Static Dynamic Pump Panel Pump# Static Dynamic Pump Panel
1 13
2 14
3 15
4 16
5 17
6 18
7 19
8 20
9 21
10 22
11 23
12 24
Key Components Photographed ❑Yes ❑No Notes:
AX-Max Discharge Pumping System Inspection
Discharge Type Timed-Dose Pump Demand-Dose Pumps Gravity Discharge
All System Electrical Connections Made ❑Yes ❑No Notes:
Waterproof Wire Nuts Used in Splice Boxes 0Yes 0No Notes:
Float Switches Installed Yes 0 No Notes:
Float Switch Cords Neatly Wrapped ❑Yes ❑No Notes:
Float Switch Tests Performed ❑Yes ❑No Notes:
Discharge Pump(s)Connected Yes 0No Notes:
Discharge Pump(s)Operate in"Manual" Yes 0No Notes:
Discharge Pump(s)Operate in"Auto" Yes 0No Notes:
NFO-ATX-SSU-MAX-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,©06/17
Page 2 of 4

AX-Max Discharge Pumping System Inspection,cont.
Discharge Pump Volts and Amps Voltage Amperage Voltage Amperage
Pump# Static Dynamic Pump Panel Pump# Static Dynamic Pump Panel
1 I I I 6
2 I I I 7
3 8
4 I I I 9
5 I I I 10
Flow Meter Installed Yes No Notes:
Flow Meter Operates Yes No Notes:
Key Components Photographed ❑Yes No Notes:
Control Panel Inspection
Control Panel Type TCOM Other:
Control Panel Identification Panel Serial Number: Panel Phone/IP Number:
Control Panel Power Service Panel Voltage: Service Panel Amperage:
Neutral-To-Ground Voltage Measured Yes No Notes:
All Panel Electrical Connections Made Yes No Notes:
Electrical Conduits Sealed Correctly ❑Yes No Notes:
Internal Pump Overload Relay Operates Yes No Notes:
Phase Monitor Operates(3-Phase Systems) Yes No Notes:
Float Switch Inputs Communicate with Panel Yes No Notes:
Automatic Pump&Alarm Operation Verified Yes No Notes:
Alarm Call-Out Verified �Yes No Notes:
Current Sensor Range Verified �Yes No Notes:
Operator Phone#s Entered Into Panel Yes No Notes:
Pumps gpm Recorded In Control Panel Yes No Notes:
Recirc Pump Timer Mode Verified ❑Yes No Notes:
Initial Recirc Timer Settings Recorded Yes No Notes:
Recirc Timer Settings Manual Estimated Flow Trend
Time On: Recirc-Return Ratio: Recirc-Return Ratio:
Time Off: RT Maximum Off Time: RT Maximum Off Time:
Override On: RT Minimum Off Time: RT Minimum Off Time:
Override Off: Est.Average Daily Flow: Avg.#of Off Days:
Est.Maximum Daily Flow:
Final Timer Mode Manual Estimated Flow Trend
Discharge Pump Timer Mode Verified Yes No Notes:
Initial Discharge Timer Settings Recorded Yes No Notes:
Discharge Timer Settings Time On: Time Off: Override On: Override Off:
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NFO-ATX-SSU-MAX-1
Rev.2.0,©06/17
Page 3 of 4

gy ��� \""S T E M S
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Data Collection Information
Data Collected By:
Date:
Additional Information
NFO-ATX-SSU-MAX-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,©06/17
Page 4 of 4

B p� ry pp� q ry
yrseTnEcNAos
PF-Series Submersible Effluent Pumps:
1 -Phase, 60-Hz, 4-inch (100-mm)
Applications Features/Specifications
Our PF-Series 4-inch (100-mm)Submersible Effluent Pumps are To specify this pump for your installation, require the following:
designed to transport screened effluent(with low TSS counts)from • Minimum 24-hour run-dry capability(liquid end)with no deterioration
septic tanks or dosing tanks.These pumps are constructed of light- in pump life or performance*
weight,corrosion-resistant stainless steel and engineered plastics, • Patented 1/8-inch (3-mm) bypass orifice to ensure flow recirculation
and are field-serviceable and repairable with common tools.PF-Series for motor cooling and to prevent air bind
pumps are CSA certified to U.S.and Canadian safety standards for efflu . Liquid end repair kits available for better long-term cost of ownership
ent pumps and also meet UL requirements.
• TRI-SEALTm floating impeller design on 10,20,and 30 gpm (0.6,1.3,
PF-Series pumps are used in a variety of applications, including pressur- and 1.9 L/sec) models;floating stack design on 50 and 75 gpm (3.2
ized drainfields,packed-bed filters, mounds,aerobic units,effluent irri- and 4.7 L/sec) models
gation, liquid-only(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(model PF751512 uses 14 AWG,
SJOOW,300-V cord)
— Discharge connection
Not applicable for 5-hp(3.73 kW)models
Standard Models
See specifications chart on page 2 for a list of standard pumps.For a
complete list of available pumps,call Orenco.
— Bypass orifice Product Code Diagram
PF
Franklin
liquid end f `
CLK=ClickTightr.compatible
Cord length,ft(m)r
Blank=10(3) 20 =20(6)
w.". .s 30 =30(9) 50 =50(15)
rr•
— Suction connection Check valve:
ii Blank= no internal check valve
CV = internal check valve
�. J Voltage,nameplate:
1 =115` 2 = 230
ogo Frequency:
1 =single-phase 60 Hz
Horsepower(kV):
05=1/2 hp(0 37) 07=3/hp(0 56)
Franklin 0=1 hp(0.75) 15=1%2 hp(1.11)
super stainless 20=2 hp(1.50) 30=3 hp(2 24)
50=5 hp(3.73)
motorovottomiirie
e Nominal flow,gpm(L/sec)MapeCafjgaie
0=10(0.6) 20=20(1.3)
30=30(1.9) 50=50(3.2)
75—75(4.7)
Pump,PF Series
"/z-hp(0.37 kW)only
Available for 10 gpm(0.6 L/sec),1/2 hp(0.37 kW)
Note:20-ft cords are available only for pumps through 1 Yz hp
Powered by
'\\\ � Franklin Electric
LA80980
LA2053896
Orenco Systems®•800-348-9843•[phone]•www.orenco.com NTD-Pu-PF-1
Rev.9©04/20
Page 1 of 4

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Specifications
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Pump Model o - _ a z > a > 0 R * o R 3 d d -0 oC a
PF100511 9 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 1'/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100511 CV 9 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 1'/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100512 9 10(0.6) 0.50(0.37) 1 230 240 6.3 6.3 1'/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100712 4 5 9 10(0.6) 0.75(0.56) 1 230 240 8.3 8.3 1'/4 in.GFP 25.9(658) 17(432) 30(14) 300
PF101012 a,6,9 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 1'/4 in.GFP 27.9(709) 18(457) 33(15) 100
PF102012 5,6,7,8 10(0.6) 2.00(1.49) 1 230 240 12.1 12.1 1'/4 in.SS 39.5(1003) 22(559) 48(22) 100
PF200511 9 20(1.3) 0.50(0.37) 1 115 120 12.3 12.5 1'/4 in.GFP 22.3(566) 18(457) 25(11) 300
PF200512 9 20(1.3) 0.50(0.37) 1 230 240 6.4 6.5 1'/4 in.GFP 22.5(572) 18(457) 26(12) 300
PF201012 4 5 9 20(1.3) 1.00(0.75) 1 230 240 10.5 10.5 1'/4 in.GFP 28.4(721) 20(508) 33(15) 100
PF201512 4,5 20(1.3) 1.50(1.11) 1 230 240 12.4 12.6 1'/4 in.GFP 34.0(864) 24(610) 41 (19) 100
PF300511 9 30(1.9) 0.50(0.37) 1 115 120 11.8 11.8 1'/4 in.GFP 21.3(541) 20(508) 28(13) 300
PF300512 9 30(1.9) 0.50(0.37) 1 230 240 6.2 6.2 1'/4 in.GFP 21.3(541) 20(508) 25(11) 300
PF300712 9 30(1.9) 0.75(0.56) 1 230 240 8.5 8.5 1'/4 in.GFP 24.8(630) 21 (533) 29(13) 300
PF301012 49 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 1'/4 in.GFP 27.0(686) 22(559) 32(15) 100
PF301512 4,5 30(1.9) 1.50(1.11) 1 230 240 12.6 12.6 1'/4 in.GFP 32.8(833) 24(610) 40(18) 100
PF302012 5,6,7 30(1.9) 2.00(1.49) 1 230 240 11.0 11.0 1'/4 in.SS 35.5(902) 26(660) 44(20) 100
PF303012 5,6,7,8 30(1.9) 3.00(2.23) 1 230 240 16.8 16.8 1'/4 in.SS 44.5(1130) 33(838) 54(24) 100
PF305012 5,6,7 8 30(1.9) 5.00(3.73) 1 230 240 25.6 25.8 1'/4 in.SS 66.5(1689) 53(1346) 82(37) 100
PF500511 9 50(3.2) 0.50(0.37) 1 115 120 12.1 12.1 2 in.SS 20.3(516) 24(610) 27(12) 300
PF500512 9 50(3.2) 0.50(0.37) 1 230 240 6.2 6.2 2 in.SS 20.3(516) 24(610) 27(12) 300
PF500712 9 50(3.2) 0.75(0.56) 1 230 240 8.5 8.5 2 in.SS 23.7(602) 25(635) 31 (14) 300
PF501012 9 50(3.2) 1.00(0.75) 1 230 240 10.1 10.1 2 in.SS 27.0(686) 26(660) 35(16) 100
PF501512 4 50(3.2) 1.50(1.11) 1 230 240 12.5 12.6 2 in.SS 32.5(826) 30(762) 41 (19) 100
PF503012 4,5,7,8 50(3.2) 3.00(2.23) 1 230 240 17.7 17.7 2 in.SS 43.0(1092) 37(940) 55(25) 100
PF505012 5 6 7 8 50(3.2) 5.00(3.73) 1 230 240 26.2 26.4 2 in.SS 65.4(1661) 55(1397) 64(29) 100
PF751012 9 75(4.7) 1.00(0.75) 1 230 240 9.9 10.0 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 2 in.SS 33.4(848) 30(762) 44(20) 100
1 GFP=glass-filled polypropylene;SS=stainless steel.The 1%-in.NPT GFP discharge is 2 7B in.octagonal across flats;the 1%-in.NPT SS discharge is 2 1B in.octagonal across flats;and the 2-in.
NPT SS discharge is 27B in.hexagonal across flats.Discharge is female NPT threaded,U.S.nominal size,to accommodate Orenco°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 assembly required.
5 Do not use cam-lock option(0)on discharge assembly.
6 Custom discharge assembly required for these pumps.Contact Orenco.
7 Capacitor pack(sold separately 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.
9 ClickTightTM compatible.
NTD-PU-PF-1 Orenco Systems®•800-348-9843• [phone]•www.orenco.com
Rev.9©04/20
Page 2 of 4

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Materials of Construction
Discharge 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 are equipped with surge arrestors for added security.Single-phase motors through 1.5 hp(1.11 kW)have built-in thermal over-
load protection,which trips at 203-221°F(95-105°C).
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,orTDH),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
800 400
,." PF10 Series,60 Hz,I0.5-2.0hp PF20 Series,60 Hz,0.5-1.5hp --
700 .PF1020 .ny 350 tPF20151
.... 600 m 300
_ = PF2010
O� 500▪00
250
as 400
PF1010 ces200
PF2005
300 PF1007' 150
▪ 200 PF1005 100 `„"
100 w/'/4"flow 50
A
controller N',N
0
0 2 4 6 8 10 12 14 16 0 5 10 15 20 25 30 35 40
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
Orenco Systems®•800-348-9843•[phone]•www.orenco.com NTD-PU-PF-1
Rev.9©04/20
Page 3 of 4

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Pump Curves, cont.
900 1 1 1 1 1 1 450
PF3 0501 PF30 Series,60 Hz,0.5 5.0 lip PF5050 PF50 Series,60 Hz,0.5-5.0 lip
w
800 „„ 400 °°„,"
ao
as
' - 700co350
•c
300
PF„ ` PF50301.
3030
CO
500
250
CO Ct
^°
c. 400 PF3020
200
to 4.
PF3015 " PF5
015 I.300 c 150
"ts
101 PF5010
co I o71 " c ,
I
PF3005 ,
. PF50071 .,,. °•.,
100 „. "° 50 PF5005 "
„ ; G„
0 0
0 5 10 15 20 25 30 35 40 45 0 10 20 30 40 50 60 70 80 90
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
100 I
PF75�"
15 PF75 Series,60 Hz,1.0 1.5hp
""
90
as
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..... 80
c
70
C 1PF7510I ""
60
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30
0 20
10
0
0 10 20 30 40 50 60 70 80 90 100
Flow in gallons per minute(gpm)
NTD-PU-PF-1 Orenco Systems®•800-348-9843• [phone]•www.orenco.com
Rev.9©04/20
Page 4 of 4

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S Y S T E M S
Float Switch Assemblies
Applications General
Float switches are used to signal liquid level positions for alarm and All models listed are UL listed and CSA certified for use in water or sew-
pump control applications.Orenco float switch assemblies can be age.Non-mercury float switches(models B,C,N,and P)are used where
mounted in pump vaults, effluent screens, pump basins,and risers. components containing mercury are prohibited.
Float switches are typically ordered in assemblies that include one or
7- more switches mounted on a 1-inch PVC float stem.ABS float collars
are used to provide secure mounting that is easily adjustable.
On Float collar Normally-open "P"float switches have a blue cap for easy identifica-
X tion; normally-closed"N"float switches have a red cap.
1' Set point - Standard Models
B,C,G,N,P
Off Product Code Diagram
Float tether
MF - -
Cord length option:
Blank=10 ft(3 m),standard
® I 30 = 30 ft(9 m)
50 =50 ft(15 m)
Application:
FS = field set
FTL = elbow-style(base-inlet filters only)
PB = pump basin
Float stem v = pump vault(standard float settings)
STEP = Standard float settings for STEP
STEPRO = Standard float settings for STEP with redundant off
1 SVCOM = Standard float settings for VCOM simplex
00111 Float stem length:
Blank= no float stem(floats and collars only)
19,21,27,33,37,39,45,51,57,66=stem length,in.
5,11 =stem length,in,(for elbow-style float brackets)
® Float switch models(listed In order from the top of the float stem down).
B,C,G,N,P
Number of float switches(when using multiples of the same float switch model).
Blank= no multiples of the same float switch model
Float switch assembly
Note:
The"On"and"Off"positions describe normally open goats. When ordering float switch assemblies, remember to list float switches
For normally closed floats,the functions are reversed, from the top of the float stem down.An "MFPBN-"product code indi-
cates one"P"switch at the top of the stem,one"B" in the middle of
Materials of Construction the stem,and one "N"switch at the bottom of the stem; an "MF2PN-"
indicates"P"switches at the top and middle of the stem,and one"N"
Float housing Impact-resistant,noncorrosive polypropylene for use in switch at the bottom of the stem.
liquids up to 140°F(60°C)
Float cord Flexible,2-conductor(UL,CSA)SJOW; CPE cord jacket
with EPDM insulated conductors
Float collar ABS
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NTD-MF-MF-1
Rev.5.0,©09/19
Page 1 of 2

Oretcc
SYSTEMS
Signal- and Motor-Rated Float Switch Matrix
Float State' Type IR2 Volts Amps hp Tether X Y Drawdown3
; r ( tignarated apat➢ at ff � groanru swat h a pIlca i it
P Model' Normally open Mechanical Yes n/a n/a n/a 2.00 in. 1.50 in. 0.50 in. 2.00 in.
N Model' Normally closed Mechanical Yes n/a n/a n/a 2.00 in. 1.50 in. 0.50 in. 2.00 in.
Motor-rated ffkats4 f"r switch,P ph,c tf n
B Model Normally open Mechanical No 120V 13A 1/2 hp 2.00 in.' 2.50 in. 1.50 in. 4.00 in.
240V 13A 1 hp 3.00 in. 3.00 in. 1.50 in. 4.50 in.
4.00 in. 3.25 in. 1.50 in. 4.75 in.
C Model 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.' 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.' 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.Standard tether length
Notes
'State:normally open or normally closed Drawdown
The default state of a float-normally open or normally closed-refers to the contact Drawdown(in inches)refers to the difference in liquid level between a float switch's activation
positions in the float when the float is resting(down).Float switches have an internal contact. and deactivation points.Drawdown can be altered by adjusting the tether length of the float
The terms"normally open"(N/0)and"normally closed"(N/C)refer to the state of the float switch cord.When selecting float switches,keep in mind that any float switch that can directly
switch contact in the down position.A normally open float switch has an open contact(off)in start and stop a pump(one that has no motor contactor in the control panel)should have a
the down position and a normally closed float switch has a closed contact(on)in the down drawdown capability,to avoid rapid cycling of the pump.
position.Different panel functions require different types of float switches.Most applications Signal-rated or motor-rated
require float switches that are normally open.One notable exception is the redundant off and Every float has a maximum amount of current it can handle.Exceeding these limits may cause
low-level alarm function that requires a normally closed float switch,except with MVP and premature failure.Signal-rated or"control'floats are used to activate pump control panels
VCOM panels. and alarms.Only low-amperage signals pass through these float switches,hence the float
'IR(intrinsically safe relay) switch is"signal-rated."All Orenco panels that use motor contactors can use signal-rated float
Approved for use with intrinsically safe,Class I,Division 1 applications,where reliable float switches.In some systems,a float switch is used to directly start and stop a pump.In this
switch operation with very low current is required. 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,a motor-rated float switch can be
used as a signal float switch.
NTD-MF-MF-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.5.0,©09/19
Page 2 of 2

Orenco® ``!!Th
S Y S T E M S ,, ,i, i, „ „,,
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Float Switch Assembly
Installation Instructions
These instructions cover the installation of a float switch assembly.To set 0 r o
and adjust float switches, see NIN-MF-DA-1, Float Switches:Settings and Float collar II
Adjustments,or NIN-ATX-DA-1, Float Switch and RSV Settings:Instructions for Set screw
ResidentialAdvanTex Systems. For wiring instructions, see the schematics and '/
11110111
wiring diagrams included with the control panel for the float switch assembly. 1,1
v__._
Step 1:Prep the Float Switch Assembly l
Step la: Check for vertical and horizontal clearance between the float switches. �_ k.
• Move each float through its range of vertical and horizontal motion.
• The float switches shouldn't interfere with one another during this check. \}
Step 1b: If the switches interfere with one another, loosen the set screw on
one switch's collar and adjust the collar horizontally until the switch is clear of Check for vertical and
the switch(es) above or below it. horizontal clearance.
• Don't back the set screw completely out of the float collar.
Step 2:Install the Float Switch Assembly
Once any adjustments are made, install the float switch assembly.
IMPORTANThti
• Never allow the cable ends to come in contact with water.
• DON'T lengthen the float stem without prior approval from Orenco. Tee Tee level
• DON'T change the float tether lengths. Changing the tether lengths may —' with bracket
disrupt proper operation of the assembly. 4,
Step 2a: Lower the assembly into position.
Float— - '1?( 0
• As you lower the assembly,check that the float switches don't interfere with bracket Stem
walls or components in the tank,pump vault,or flow inducer. ---"___,
• If the float switches interfere with walls or components, remove the assembly
and adjust the float(s) horizontally for clearance.
Step 2b:Attach the float switch assembly to the float bracket. Attach the assembly to the bracket,level with the bracket.
• Align the top of the assembly with the top of the float bracket.
• The float bracket is usually fixed to the Blotube®effluent filter,the flow inducer, 0
or the side of the pump basin.
Secured cables
Step 2c:Secure the loose cables to the splice box by looping them over the internal — ��
splice box or secure them with the external splice box's hook-and loop strip. 1
Step 2d: Install a handle extension if the float switch assembly's handle isn't within ����� � d .A
easy reach for removal and servicing. "`"
• Measure from the top of the float bracket to 6 inches(150 mm) below the top t ....A
Handle ....
of the riser. ..A
extension A
• Mark and cut a section of 1-inch(25-mm) PVC pipe to the measured length. -111 ............-
• Remove the float switch assembly from the float bracket and glue the pipe °
.
section into the tee fitting. " — A
• Wait for the glue to dry before reinstalling the float switch assembly. 1 Float cr ,,,,p
bracket rT
Wait for the glue to dry before reinstalling the assembly.
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-MF-1
Rev.3.0,©11/17
Page 1 of 1

OrencoE ®S Y S T MS ���� � � .11
Float Switch Adjustments
Settings and
Before You Begin
Part 1 of these instructions provides basic information on how to make initial float switch settings for pump vaults and tanks in the
absence of guidance from site plans,specifications,or applicable regulations regarding dosing, surge, and reserve volumes.
Part 2 of these instructions explains how to physically adjust the position of float switches on an Orenco°float switch assembly. For
information on float switch settings and adjustments for AdvanTex°systems ("recirc"float switch settings),see NIN-ATX-DA-1, Float Switch
Settings and Adjustments:Residential AdvanTex Systems.
Part 1: Guidelines for Initial Float Switch Settings
Float switch settings are the vertical distances from a common point� Float switch assembly components
reference on the tank's outside top to the set screw on the collar of individual Tee Handle j
float switches.They are used to control alarms and pump operations. Float Cord
switch settings are typically based on the needed or required volumes for the Set screw
corresponding functions operated by the control panel, such as initiating a '� A
pumping event, engaging a timer, or triggering an alarm. Float switch collar1,4 1
Absent all site plans,specifications,regulations,and any other Float switch 11
information, Orenco recommends the following initial float switch settings for
the systems listed in these instructions. Once you've determined the dose volume Float stem
or timer settings, it is important to assess the necessary volumes between the
float switches and adjust them accordingly.
Single-Pump (Simplex)Systems, Demand-Dose r;
O High-Level Alarm: 1%2-3%2 inches (38-89 mm) below the tank inlet's invert.
O Pump On or Pump On/Off: 2 inches (50 mm) below the High-Level Alarm.
O Pump Off(if used): 2%2 inches(64 mm) below the switch above it.
Single-pump(simplex)float switch settings
• Set this switch at least 5 inches(127 mm)above the top of the filter cartridge
if a Redundant Off/Low-Level Alarm(R/O) is used,at least 3 inches(75 mm) Top of tank i
above the top of the filter cartridge if an R/O float switch is not used.
O Redundant Off/Low-Level Alarm (if used):At least 2 inches(50 mm) I I
below the switch above it.
p
• Set this switch at least 3 inches(75 mm) above the top of the filter cartridge. l 1
• Make sure this float is above the pump's minimum liquid level.
Single-Pump (Simplex)Systems, Timed-Dose
O High-Level Alarm or High-Level Alarm/Timer Override: 1%2-3%2 inches O-- �
(38-89 mm) below the tank inlet's invert. Top of Biotube®
© Timer Override or Timer On/Off(if used) : 2 inches(50-mm)below the filter cartridge 0 00 0
High-Level Alarm.
O Timer On/Off: Set at the distance below the override float that equals an
average day's flow for the system.
• Determine the average day flow for the system.
• Determine the gallons per inch (liters per mm) for the tank or basin.
(Continued on next page.)
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-MF-DA-1
Rev.3.0,©03/17
Page 1 of 4

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Single-Pump (Simplex)Systems, Timed-Dose, cont
• Divide average day flow by gallons per inch or liters per mm of the tank
chamber or basin to determine the necessary distance from the Timer On/
Off to the float above it.
• Set this switch at least 4%2 inches(114 mm) above the top of the filter car-
tridge if a Redundant Off/Low-Level Alarm (R/O) is used,at least 3 inches
(75 mm)above the top of the filter cartridge if an R/O float switch is not used.
p Redundant Off/Low-Level Alarm (if used): 3 inches (75 mm) below the
switch above it.
• Set this switch at least 3 inches(75 mm)above the top of the filter cartridge.
• Make sure this float is above the pump's minimum liquid level.
Two-Pump (Duplex)Systems, Demand-Dose Two-pump(duplex)float switch settings
O High-Level Alarm or High-Level Alarm/Lag Pump Enable: 1%2-3%2
inches(38-89 mm) below the tank inlet's invert. Top of tank
© Lag Pump Enable (if used): 2 inches(50 mm) below the switch above it. I I
O Lead Pump On: 2 inches (50 mm) below the switch above it. 0-- �.
O Pumps Off: 11 inches(38 mm) below the switch above it.
• Set this switch at least 5 inches above the top of the filter cartridge if a
Redundant Off/Low-Level Alarm (R/O) is used,at least 3 inches(75 mm)
above the top of the filter cartridge if an R/O float switch is not used. 0
O Redundant Off/Low-Level Alarm (if used): 3 inches(75 mm) below
the switch above it. Top of Biotube®
filter cartridge 0 0 0
• Set this switch at least 3 inches(75 mm)above the top of the filter cartridge.
• Make sure this float is above the pump's minimum liquid level.
Two-Pump (Duplex)Systems, Timed-Dose
O High-Level Alarm or High-Level Alarm/Lag Pump Enable: 1%2-3%2
inches(38-89 mm) below the tank inlet's invert.
© Lag Pump Enable (if used) : 2 inches(50 mm) below the switch above it.
O Timer Override: 2 inches(50 mm) below the switch above it.
O Timer On/Off:Set at the distance below the override float that equals an
average day's flow for the system.
• Determine the average day flow for the system.
• Determine the gallons per inch (liters per mm) for the tank or basin.
• Divide average day flow by gallons per inch or liters per mm of the tank
chamber or basin to determine the necessary distance from the Timer On/
Off to the float above it.
• Set this switch at least 4%2 inches(114 mm)above the top of the filter car-
tridge if a Redundant Off/Low-Level Alarm (R/O) is used,at least 3 inches
(75 mm)above the top of the filter cartridge if an R/O float switch is not used.
(Continued on next page.)
NIN-MF-DA-1 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.3.0,©03/17
Page 2 of 4

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�1 �`,,`� � 11s'„\ 1\ 1\ fir .. �1)1�� �� t
Orenco°
„ a� �a„,� ,�a ,�a� a„tv S Y S T E M S
Two-Pump (Duplex)Systems, Timed-Dose, cont
© Redundant Off/Low-Level Alarm (in four-switch systems): 2%2 inches
(64 mm) below the switch above it.
• Set this switch at least 3 inches(75 mm)above the top of the filter cartridge.
• Make sure this float is above the pump's minimum liquid level.
O Panel schematics Part 2: Making Adjustments to Float Switches
and wiring diagram
(residential panel shown) Step 1:Check Float Switch Assembly
IIIIVIIVI li �r ""�'" �,�� ��� - Check the assembly against the system's wiring diagram (located in the controlf r"f `0l panel).
l� � Illill' r����' 1
"� 1� • • If you can't locate the wiring diagram, contact Orenco for a replacement.
I ""� �' `°`� '� �'-I'll;1 . 7ni„,:,
,' • For information on 3-pump or 4-pump systems, contact your Distributor or
tiouni'l( 11.10,1 1111111111,4411„ 1:, ,,,1„, ,,,;41'' Orenco.
iiilli111,,,,..hb,,,0„,,,,,;0,1,1,„k„,,,,,,Ii,,1 „1,104 1111?
f Step 2: Verify Float Switch Settings
t l' 1,rl , � Step 2a: Measure the distance between the top of the pump vault and the top
11
N �� �: «�a, rw��� �U i of the tank.
r+ri
q • Use the top of the tank as the common reference point for setting float
switches.
m..i Step 2b: Measure from the top of the pump vault down along the stem of the
float switch assembly to the distance from Step 2a.
.::D Measure the distance between Step 2c: Mark that distance on the float stem.
the top of the pump vault and
the top of the tank. • If measured and marked correctly,this mark should be level with the out-
i A side top of the tank and you can use it to measure float settings with the
n float switch assembly removed.
' � � Step 2d: Remove the float switch assembly from the bracket.
Step 2e: Use the plans/specifications or applicable regulations and the
reference mark on the stem to make sure the float switches are set correctly.
• If the settings don't match,adjust them according to the plans and specifica-
tions or applicable regulations.
• If there are no plans,specifications,or applicable regulations, use the general
I guidelines in this document to determine initial float settings for the system.
01
• For further assistance, call your Distributor or Orenco.
f 41r/]=0
:_ i
( o
------)-- 1 lu
I
Remove the float switch assembly from the bracket.
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-MF-DA-1
Rev.3.0,©03/17
Page 3 of 4

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Step 3:Adjust Float Switch Settings
Step 3a: Loosen the set screw(s) on the float collar(s).
Float Collar "a
• Don't back the set screws completely out of the float collars. \ ,
Step3b: the float collar(s) verticallyto match the settingsprovided on Set screw
Adjust g
the plans or in applicable regulations.
• For existing systems, vertically adjust the collar as necessary to meet dis- I�d°'
charge volume needs as described in the plans/specifications or applicable y'
k1
regulations.
Step 3c: Check for vertical and horizontal clearance between the float switches
and between the float switches and the walls of the vault or basin.
• Move each float through its range of vertical motion.
• The float switches shouldn't interfere with one another during this check.
Step 3d: If the float switches interfere with another,adjust the collar horizontally
until the float switch is clear of the float switch(es) above or below it.
Step 3e:When the float switch(es) are adjusted and have vertical and horizontal
clearance,tighten the set screw(s).
Step 3f: Reinstall the float switch assembly back into the float bracket and use ki
the reference mark to set the float switch assembly at the correct distance from Check for vertical and horizontal clearance.
the outside top of the tank.
• Make sure that the walls of the vault or basin don't interfere with the
movements of the float switches. If they do, remove the float switches and
readjust their horizontal clearances.
NIN-MF-DA-1 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.3.0,©03/17
Page 4 of 4

Os yrseTnEcmos
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Universal Biotube® Pump Vaults
For use with Orenco° 4-inch (100-mm) Submersible Effluent Pumps
Applications General
The Orenco Biotube Pump Vault includes a molded polyethylene hous-
Orenco Biotube°Pump Vaults are used to filter effluent that is pumped ing with an internal Biotube filter cartridge constructed of polypropylene
from septic tanks or separate dosing tanks in STEP systems and onsite and PVC.Schedule 80 PVC support pipes are included to suspend the
wastewater treatment systems.They remove two-thirds of suspended vault in a tank opening."Earless"68-inch (1727-mm)vaults,which rest
solids,on average.Pump vaults house a Biotube effluent filter and one on the bottom of the tank instead of on support pipes,are also available.
or two Orenco high-head effluent pumps and can be used in single- The filter cartridge can be removed without pulling the pump or the vault.
compartment septic tanks with flows up to 40 gpm (2.5 Usec).When Effluent enters through inlet holes around the perimeter of the Biotube
flows are greater than 40 gpm (2.5 Usec),a double-compartment sep- vault and flows through the Biotubes to the external flow inducer.The
tic tank or separate dosing tank is recommended. 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 ` y,
:{ Standard Models
,,,;,', PVU48-1818,PVU57-1819, PVU68-2419,PVU84-2419, PVU95-3625
Product Code Diagram
rot. i .!:.::.::....:::.„Vqiiitia
r::i. :3WA :>:,r>•;gg PVU _ - -
External flow inducer
VI I ��`rji;'s Support pipe length:
�'/'? - Blank =standard,for 24"(600 mm)riser
;Y[fyat:
L =long,for 30"(750 m)riser
s VW
NB =no su ort e bracket earless
ON
� i,,� ( Inlet hole height standard
'�]: 13"(330 mm)
18"(457 mm)
1�,' 19"(482 mm)
WO yfr{; 25"(635 mm)
Inlet holes ,, i` Cartridge height,standard
7y 18"(457 mm)
�>
24"(610 mm)
�y: 36"(914 m)
Vault height.`
Gifi ,N,:. 48"(1219 mm)
Vegg ,':::.A SO Iggerl P;Er 57"(1448 mm)
rr1z s
68"(1727 mm)
;: 72"(1829 mm)
�x;. 84"(2134 mm)
?s `v 95" mm)
�\, or custom specification
IPt",IMMOVAVI Biotube"'filter mesh:
Blank =1/8"(3.2 mm)mesh
Side view P =1/16"(1.6 mm)mesh
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.3.0,©08/18
Page 1 of 2

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—Support pipes E
G
41 C ►
F
� l
Top view
V
2-inch(50-mm)min
• 6NrO t ..... A
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00
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Dimensions.........
0.
0o u▪o 0 000 A,in.(mm) 3(76)
, 'lllll°°A Drain B,in.(mm) 4(102)
B G valve ball C,in.(mm) 17.3(439)
D,in.(mm) 16.6(422)
Side view cutaway E,in.(mm) 12(305)
Specifications
Model PVU48-1818 PVU57-1819 PVU68-2419 PVU84-2419 PVU95-3625
F,vault height,in.(mm) 48(1219) 57(1448) 68(1727) 84(1727) 95(2413)
G,lowest float setting point,in.(mm) 21 (533) 29(737) 35(889) 51 (1295) 50(1270)
H,inlet hole height,in.(mm)* 18(457) 19(483) 19 in.(483) 19(482) 25(635)
J,Biotube°cartridge height,in.(mm) 18(457) 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) 0.125(3)
Filter flow area,ftz(mz) 4.4(0.4) 4.4(0.4) 5.9(0.5) 5.9(0.5) 9.0(0.84)
Filter surface area,ftz(mz) 14.5(1.35) 14.5(1.35) 19.7(1.83) 19.7(1.83) 30(2.79)
Maximum flow rate,gpm (L/sec) 140(8.8) 140(8.8) 140(8.8) 140(8.8) 140(8.8)
May vary depending on the configuration of the tank.
NTD-PVU-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.3.0,©08/18
Page 2 of 2

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in 011 0111111II111,111,111,11\11,111,111,v1,111,111,v1IIIIIIIII'11111111 l'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII°0000 .10,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1110.11111111111111111111111111.1m, 0114111I1111,111,111,100,„ ®
4111
ULTRAVIOLET WATER PURIFIERS
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NSF i =INCE ,oa,
Certified to
ATLANTIC I
ULTRAVIOLET

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Since 1963,Atlantic Ultraviolet will'II 111111111111
Ultraviolet water purification is a unique
'',''' totomfpuuoirrIlikiktand rapid method of water disinfection
'"""'‘1/4 \\\‘‘Nli )1
Corporation°has pioneered 1
lit %%%‘* ‘)\\fg ' 14° without the use of heat or chemicals.
,liy,,,I,,J,1,1,,50,10111i i101f 1,/H , JImotilliiiil joil?1,,,,,,
the discovery and development
16440 110111111 !/'C 11,10‘11 j j j P'40'r -
�� ,� �� 11111 germif°f t i ° Ultraviolet Purifiers utilize
of beneficial uses of ultraviolet /, ��� )
% germicidal ultraviolet lamps that produce
energy. Over the ears, LI i 01 i r IL J,lN1J» l pt
y � �� II� �� 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
a valuable resource in formulating effective and cost-conscious ultraviolet solutions. f A I ffi l ° Ultraviolet Water Purifiers are
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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' 1r P �Model S50C % "� 0 ,,w 1� +,20 GPM NF
Model S37C '°
12 GPM NSF
NSF 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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Effective
Virtually all microorganisms are
GERMICIDAL LAMP IN QUARTZ SLEEVE
susceptible to SAKI"f°f1ON° HEAD CLAMP
ultraviolet disinfection ULTRAVIOLET RAYS tOOUTLET
REMOVEABLE �N INLET
HEAD O PIGHT /1
Hundreds of gallons are purified EASY-OFFT �iO'�
END CAP
�'' of ������
for each penny of operating cost '
WIPER \
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LOCK % iii/ %// l/l/l%%%///%%///i f
: ���i�//Nf mill �o��
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No danger of overdosing, no ;� � " "
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addition of chemicals � U ,1� ; iW /ilii
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Fast ®WIPER
°
KNOB DRAIN WIPER
ROD ©PATENTED
Water is ready for use as soon
STAINLESS WIPER
as it leaves the purifier-no STEEL MECHANISM
CHAMBER
further contact time required
Model S23A ELECTRICAL
6 GPM
Easy ENCLOSURE
Simple installation and maintenance—
Compact units require minimum space
A t. matic @ 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.
hii Free
No chlorine taste or corrosion problems 03 Translucent sight port provides positive indication of germicidal lamp operation.
Versatiie ® 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)
0 Water leaving the purifier is instantly ready for use.
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IP uoa 1� �a a no,n
Quick Lamp Change
Exclusive EASYOFFTM End Cap ( III'°t"' ""I"" IIL..CI,III...III';IIIII III'°t'Iv' (;yt.J1la rt IIIt't'A✓w'w
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.
--- Removable Flanged Head ---o 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 52400C and larger
feature dual removable heads.)
II
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Model S2400C
Drain Plug
Convenient, in-place drainage 1 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. T, - - ° Germicidal Lamp (not shown)
Provides the utmost in quaility,sustained
output,and longevity.
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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).
0
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1111,,
; ,.��, PromateT"'Audio Alarm Goo. The STERALERTTM Lamp Status Alarm monitors visible light emitted through the
pl Activated by the SENTRY'or sight port plug of the water purifier and activates an audible alarm when visible light
r GUARDIANT"'and alerts user ,
to any malfunction detected a ' 1 0falls below acceptable levels.
,, • Easy installation, no tools required • Warns of lamp or power failure
Promate-rm • Mounts on the sight port plug • Available with Remote Sounder
i/i/Gig `
Elapsed Time Indicator • Operates on a 9v battery • Available with Dry Contact for
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
PI PromateT" pulsed at two to three cycles per MIGHTY*PURE®and SAIII 'III III III it")III 1O
x l Solenoid Valve second models
q Operates with the
~'�° GUARDIANT"'or SENTRY'
and prevents flow during Better The SENTRYTM 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 SENTRY'Safety Sensor is capable of
i� '�1 PromateTM )rl'i"i operating an optional audio alarm and/or solenoid valve.
', �r� _
` 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 Promaten" outlet,then plug water purifier into 50/60Hz (water purifiers operating
solenoid valve to provide a SENTRYTM with electronic ballasts)
2-minute warm-up period • Operates optional Solenoid Valve • Available for use with most
for lamp to achieve full
germicidal output and/or Audio Alarm Bio-Logic°, MINIPURE®,
• Easily adaptable for use with other MIGHTY*PURE®and SAIIN III""III""III it")III 1O
1 water purifier brands models
����� "'SureFLOT
Flow Control Valve
Erri • Limits water flow to T"
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 t �' Af TM
., an optional Audio Alarm and Solenoid Valve. In addition,the GUARDIAN
II
Ultraviolet Monitor will detect loss of ultraviolet due to lamp outage, component
PromateT" or power failure. Use of the Ultraviolet Monitor is recommended by the US Public
. Wall Mounting Kit . Health Service "Criteria for the Acceptability
dit0 i,i • Stainless steel material �1 Nt wa
°%,ce, ,, re., --', 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 ol �.,y< , ultraviolet levels due to:
yre
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 • Lamp replacement is recommended
can reduce or interfere with the once each year.
QUANTUM transmission of ultraviolet rays.) • Available for use with
Thermal Optimizer all MIGHTYPURE°and
Used to help regulate the SAIII 'III""III""III i'l�)III 1O models.
water temperature inside
the purifier's chamber
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Germicidal lamps provide effective protection against microorganisms.A small cross-section is shown below.
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Bacillus subtilis spores B. subtilis Bacteria — — 22,000
Bacteriophage Phage Virus — — 6,600
Coxsackie virus — — Virus Intestinal infection 6,300
Shigella 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,SANII"1C'IF'd''II°Water Purifiers provide an ultraviolet dosage in excess of 30,000 microwatt seconds
per square centimeter(pWSec/cm2).
* Nominal Ultraviolet dosage(pWSec/cm2)necessary to inactivate better than 99%of specific microorganism.Consult factory for more complete listing.
li OP OE R,ai OE R 0?.nw 0 ?.nw
Relative Spectral Energy Germicidal Effectiveness
Distribution (Typical) As Related to Wavelength
100 100 ��
U)
V)
80 Z 80
W %/
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60 t—
U 60
z u_
44
Ill an U- ct
I--
40 W 40 j
>
20 20
a a o „l
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200 300 400 500 600 200 225 250 275 300
WAVELENGTH (NANOMETERS) WAVELENGTH (NANOMETERS)
r
0 0 0
0
1
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ST -L-RAY Germicidal Lamps are shortwave, low pressure mercury vapor discharge
tubes that produce ultraviolet wavelengths lethal to microorganisms.III � � �1
11 Instant Start Germicidal Lampe/'
STE -L-RAY°Germicidal Lamps are well suited to applications requiring high ultraviolet
intensity such as water purification. ,
STE -L-RAY°Instant Start Germicidal Lamps are instant starting and utilize a coil 0/ / ,,�'
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 )'
STE -L-RAY°Preheat Germicidal Lamps are operated by a preheat-start circuit that ,, ''
employs a compact and economical ballast.The preheat circuit requires four electrical '1 ,
connections per lamp and a slight to moderate delay is needed to start the lamp. ' /df ��,
/i
ST -L-RAY°GX Germicidal Lamps yield up to 2/3 more ultraviolet output than
standard lamps of the same length. GX Germicidal Lamps �i,r ,'
,
ST R-L-TRAY°and the ST R-L-TRAY®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. �'" �'
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05-1098-R S17A 11'/8"(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 337/8"(860mm) 41 Watts 15.0 Watts 10,000 Hrs
05-1334-R S50C 45'/8"(1165mm) 55 Watts 21.0 Watts 10,000 Hrs
05-1311-R® S2400C&Larger 46%" (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.
0 Patented by Atlantic Ultraviolet Corporation°.
The lamps listed above have been especially developed and are recommended for use with 3AIUII"1C'IF'Id'')1N°Water Purifiers.
All STER-L-RAY® lamps used in wANIITFff Y 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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Maximum Concentration
Levels Before Ultraviolet
:- Turbidity 5 NTU
Suspended Solids 10 mg/L
4 ' Color None
Iron 0.3 mg/L
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Effectively treating water with higher
',' /,/��/ Model S37C concentration levels than listed above can
/if 12 GPM be accomplished, but may require added
measures to improve water quality to
treatable levels.
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3/4"(19mm) 17-3/8 4-5/16 8-3/16
S17A 3 180 05 1098 R 18 Watts 11 8
NPT (441 mm) 110 mm) mm)(208
3/4"(19mm) 23-3/8 4-5/16 8-3/16
S23A 6 360 NPT 05-1097-R 25 Watts (594mm) (110mm) (208mm) 13 12
(� 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)
1-1/2"(38mm) 50-3/8 5-11/16 9-1/2
® S50C 20 1,200 k • 05 1334 R 65 Watts ,�U �s so 34 29
,400 NPTm) 05-131. R 140 Watts (32452-1mm) (68mm) (283mm)/8 40
0 S2400C 40 2 2 51 1 36
Note:When used as directed to disinfect clear water, ‘''.;AN II I° • 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(µWSec/cm2). • Flow rates are based on Maximum Concentration Levels.
• 120 Volt and 220 Volt units are standard.
0 All inlets and outlets are male pipe threads. • 12 and 24 Volt units are also available for S17A,S23A and S37C
0 Total power consumption including ballast loss. • `;ANII"'IC'IF'(('.W'(IN°is available for operation on public power supplied
throughout the world.
Certified to NSF°/ANSI 61 &372 • Consult factory with specific power requirements.
(E compliant version available
• Model S2400C is available with alternate inlet/outlet fittings.
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System components are readily our MEGATRON°Ultraviolet Water
reconfigured to meet changing flow and Disinfection catalog.)
process requirements.
1�1 endent M.onit. 1-101Pl�y �(I P Single lamp chamber design enables 1
separate output monitoring of each �
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Reserve chambers permit shutdown ors ''% '� '�1���
replacement of individual componentor
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• Sanitary and Custom Fittings
for system compatibility (Use of Model 55,000C
Sanitary Fittings does not mean 83 GPM
High-Purity Standards are met)
• Special Configurations for TOC Shown with supplied Interconnect piping,optional GUARDIANTM Digital Ultraviolet
and ozone reduction Monitors, PromateTM Solenoid Valve,SureFLOTM Flow Control Valve and customer
supplied piping, union and shut-off valve.
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"�S5,000C 0 83 5,000 2"(51mm) 05-1311-R(2) 280 Watts 52 1/8 17 15 116 85
NPT (1324mm) (432 mm) (381mm)
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
2"(51mm) 52-1/8 21-1/8 343/4
S10,000C 0 166 10,000 NPT 05-1311-R(4) 560 Watts (1324mm) (537mm) (883mm) 267 188
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
2"(51mm) 52-1/8 21-1/8 533/4
S15,000C 0 250 15,000 NPT 05-1311-R(6) 840 Watts (1324mm) (537mm) 1365mm) 400 263
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
"�S20,000C® 333 20,000 2"(51mm) 05 1311 R(8) 1120 Watts 52-1/8 21-1/8 713/4 534 396
NPT (1324mm) (537mm) (1822mm)
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
S25,000C QS 416 25,000 2"(51mm) 05 1311 R(10) 1400 Watts 52-1/8 21-1/8 903/4 670 520
NPT (1324mm) (537mm) (2305mm)
Note:When used as directed to disinfect clear water, 1IUII"'IC'IF'd'')IC"�I° • 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(µWSec/cm2). • Flow rates are based on Maximum Concentration Levels,shown on page 8.
•0 Two S2400C's connected in series, 1 inlet and 1 outlet. 120 Volt and 220 Volt units are standard.
• 1IUII"'IC'IF'RCM®is available for operation onpublicpower supplied
0 Two S5,000C's connected in parallel,2 inlets and 2 outlets. p pp
throughout the world.
0 Three S5,000C's connected in parallel,3 inlets and 3 outlets. • Consult factory with specific power requirements.
®Four S5,000C's connected in parallel,4 inlets and 4 outlets. • Models S2400C through S25,000C are available with alternate inlet/outlet fittings.
0 Five S5,000C's connected in parallel,5 inlets and 5 outlets.
©au inlets and outlets are male pipe threads. Met Our S2400C water purifiers are certified to NSF°/ANSI
®Total power consumption including ballast loss. Standard 61 &372. They are used in modular form to build
each of the models shown above.
(E compliant version available
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Model S10,000C —166 GPM
. Resorts/Hotels/Motels
Shown with supplied Interconnect Piping,optional
GUARDIANTM Digital Ultraviolet Monitors,Solenoid * SINUS,i Yachts/Boats
Valves, Flow Control Valves and customer supplied
/ ell
manifolds,piping,unions and shut-off valves. • City W Water
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Laundry
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Food/ Dairy Processing
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• Water/Beer/Wine/Juices/Soft.Drinks
• Pharmaceutical Mfg.
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tIOC Reduction
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. Ozone Reduction
Filters outperform conventional filters available for
use with the SAN['MON®S2400C and larger units.
* Plus countless other facilities
Call factory for more information.
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[X]-Yes 1.5GPM
41
Chamber Material (Stainless Steel Type) 316 304 304 316 I 316 316
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STER-L-RAY®Germicidal yp )
Ultraviolet Lamp with 10,000 Hours S S S S 4, S S
Rated Effective Life
.1 Quick Lamp Change S S — SI .................5................... S
with the EASYOFFTM End Cap II...
CRYSTAL CLEARTM Quartz Sleeve $
TM S S S S S S
. ......... ........ ........ ......... .......
Lamp Out Indicator Light(s) S S — — — S
Sight Port to View Lamp Operation.............. S............. S IIII
...................... ................S................... S..................
.. ....... ...... .......
Drain Fitting — — — S III S r S
I Manual
Dual Action Wiper Mechanism — — — — Manual •rAutomatic
,41
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Suggested Mount Installation Horizontal Horizontal Vertical Horizontal Horizontal Horizontal
Removable or Rotatable Heads S 4.... S S
......... ......... ......... ......... ......... ......... �U
Alternate Inlet/Outlet Fittings — I 0 1 0
Sediment and Carbon Filter S — — — 14 ,, —
...PromateT"'Mounting Kit/Bracket................ ................_5......................................._5...................................cJ..........................................p.............. � 0 0 —
GUARDIANTM Ultraviolet Monitor 0 4
4 0 S
SENTRYTM Safety Sensor 0 0 0 III 0 —
PromateTM Audio Alarm S S S 0 4 0 —
PromateTM Solenoid Valve 0 —.... 0 .... II... 0 ....
J —
—
SureFLOTM Flow Control Valve..............................................................................................0................................._S........................................0.....................-11- ............._0...................
0 S
PromateTM Elapsed Time Indicator 0 0 — 0 II....
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PromateTM Time DelayMechanism0 — 0 4 0
TM — /'t
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . .... ... .....
Residential Use X .... X .... X .... X .... I.... X.. o ..
Commercial Use — — — X 4 X X
Industrial Use.... .... X.. i X
C E Certified Models 0 — — — X 4 X II
—
NSF Certified Models — — — X 0 4 X
C SA CIIAV®Model S10,000C through S25,000C come equipped with mounting rack.
zQ MIGHTY*PURE®MP36C and SA CIIAV®S37C,S2400C,S5000C,S10,000C,S15,000C,520,000C,and 525,000C are available as CE Certified.
sQ MIGHTY*PURE®MP36C and MP49C are available with NSF/ANSI 55 for Disinfection Performance,Class B.
®a A,INIITIr CIIAV®Models S37C,S50C,and S2400C are certified to NSF®/ANSI 61&372.Model 52400C is used in modular form to build larger models.
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SINCE 1963
IIWIIWJW WIIWIIWI
ATLANTIC Wf ULTRAVIOLET 1111111111
CORPORATION° NNNNN� ��I ulfraviolet.60em
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 IN ,elk.
Document No.98-1169•January 2018 � r��,1, ©2018 by Atlantic Ultraviolet Corporation®
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SURIIF ar,E III 11111111P
MAGNETIC FLOW METER
Description The AWP-Series flow meter is a
full-bore, plastic-bod-ied electromagnetic flow
meter designed for flow and usage monitoring
applications in 2 and 3 inch pipe. The
polypropylene flow tube offers corrosion � .
resistance to a wide range of chemicals and '
fertilizers. It is light weight and easy to install or 116,0
m« �
remove from the pipe for inspection.
With no moving parts, the magmeter permits
un- obstructed flow,minimizing flow % I
disturbances and straight pipe requirements.
The AWP-Series can be used in piping ? ��i'l�� 00100000000,0
configurations where there is little space
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between the meter and an elbow or valve. The '`
AWP-Series is resistant to wear from sand and
debris found in ground or surface water. Since
there are no bearings or propeller to wear out,
maintenance and re-pair costs are kept to a Specification Magnetic Flow Meter
minimum and it tolerates high flows without The commercial rated flow meter shall be
damage. electromagnetic and it shall monitor both flow
rate and total flow. The flow meter shall have an
A hinged polyethylene cover is included that unobstructed flow passage with no moving parts.
protects from dust and UV rays, while The body shall be made of glass filled
permitting easy access to the flow rate and total polypropylene. The electrodes shall be made of
display. The AWP-Series is used for tracking 316 stainless steel and housed in powder coated
flow rate and total flow. In the event of DC die cast aluminum. The flow tube shall be made
power loss, the AWP will retain internal set- of polypropylene for flow corrosion and
tings and flow total. chemical resistance. A hinged polyethylene
cover shall be included for protection against
The meter is externally powered via a 5-pin dust and UV rays. In the event of power loss, the
connector cable which also provides pulse commercial flow meter shall retain internal
output. settings and flow total. The flow meter shall be
externally powered via a 5-pin connector cable
The AWP flow meter is externally powered via that shall also provide a pulse output. The inlet
a 5-pin connector cable which also provides and outlet ports shall be flanged connections.
pulse output for remote reading. The flow meter shall be Geoflow model number
FMMAGM-200 or FMMAGM-300.
Unobstructed Flow
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GEOFLOW, INC. 800-828-3388 www.geoflow.com

GEOFLOW
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GEOFLOW, INC. 800-828-3388 www.geoflow.com

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1,!1111111 !Il11 "mm p ' 11E11E111
Description
Flow Range 2" 6-300 gpm 1" 2.5-110 gpm
3" 14-670 gpm
Material
Body Glass-filled polypropylene
Electrodes 316 stainless steel
Electronics housing Die-cast aluminum,powder coated
Display Cover Polyethylene
Fittings
Flange...
Max. Pressure 150 psi/ 10.3 bar
Operating Temp 10- 130 F/-12-54 C
Non-Operating Temp -40- 176 F/-40-80 C
Accuracy +/- 1%of reading between 10%& 100%of max. flow.
+/-3%of reading between cutoff& 10%of max.flow.
Electrical Connection 5-pin male circular connector,mates to industry standard cable. Note:
Cable is ordered separately.Battery model available upon request.(1"model)
Power 10-30 Vdc @ 60 mA max(15 mA average
Display .... .... .... .... .... .... .... .... .... .... .... .... .... .... ....
Rate 6 digits in gallons/min
Total 8 digits in gallons
Pulse Signal Current sinking pulse,opto isolated,32 Vdc max at 100 mA max
Pulse Rate 1 unit/pulse out
Straight Pipe Incoming-at least 2 x pipe diameter
Outgoing-at least 1 x pipe diameter
Conductivity >20 micro Siemens/cm
Environmental NEMA 4X standard
Dimensions 1 inch 2 inch 3 inch
Flange to Flange 5.5 in. 5.5 in. 7.3 in.
Height 5.4 in. 6.1 in. 7.3 in.
Remote 4-20 mA(analogue)signal available. Accessory Part Number 4-20A055W
•
GEOFLOW, INC. 800-828-3388 www.geoflow.com

GEOFLOW
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GEOFLOW, INC. 800-828-3388 www.geoflow.com

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sop I, "i F"1, r,,E Dr EP
PC-SERIES
POWER SUPPLY Power Supply
PC42
9 0 0 1 : 2 0 0 8
II0010 rtV CERTIFIED COMPANY
FEATURES =r._;.;,__ >''
)Fl lr '• Dual power supply ;<,I1,
• Rugged plastic housing e,, �vs,
• Wall,panel, DIN rail or outlet mounting styles
:�,. z•-. =fir;=::::;;,,,:;;..
• 24 Vdc and 12 Vdc, depending on model 5�,:.; j»
ow
IlleffrANTItopr
APPLICATIONS an,s, a
.�B• :`d!
Power supplies for: ���-'��f,,�•�,,,,,, .,
• Flowmeters t$ j'`;
• Indicators and controllers PC42
• 4-20 mA loop devices
• Magmeter/indicator combinations
GENERAL INFORMATION
Seametrics offers a selection of power supplies for use in
a variety of applications. The appropriate power supply
is chosen based on the power requirements of the
specific component(s) in the application as well as the
The PC42 is a regulated dual power supply (12 Vdc
desired mounting style.
and 24 Vdc) for use in applications where a magmeter
Model Power Regulation Mounting is used along with a 4-20 mA transmitter. Though a
single power supply can work in such applications, the
PC42 eliminates the risk of potential ground loop
interference. The PC42 is designed for wall or panel
DuaPC42 Vdc regulated Wall or mounting.
Vdc
and 12 Vdc Panel

Silh, s6l,1,011"il,, fin'' '141/11
POWER SUPPLY
PC42 PC-SERIES
PC42 r?a; SPECIFICATIONS*
The PC42 dual power supply is tzi' '
designed for applications inr= + o
;��,, '? ,; `�•`.� %' ,, Input Power 115 Vac/230 Vac /- 10/o
which a magmeter is used r. ,,,, ',�' internally switchable, 50/60 Hz
together with a 4-20 mA ''_''-'��•. 2.W Output 12 Vdc output+/- 1%@ 350
`II A.V<" Voltage/Current mA o
i
transmitter such as the A055 or ,t,� s 24 Vdc output+/-4%@ 100
FT420. Although a single 24 Vdc _;;t
mA
power supply can be used,there is + Teminal Block 22- 12 AWG
a risk of aground loopinterferingWire Size Range
Dimensions 4.93"L x 4.93"W x 2.92"H
with proper operation of the 4- (125 x 125 x 74mm)
20mA current loop. This risk is Operating -4°to 140°F(-20°to 60° C)
eliminated by the dual power Temperature
supply. Environmental NEMA 4X
The housing is rugged molded ABS plastic,NEMA 4X rated. *Specifications subject to change•Please consult our website for current
It can be wall or panel mounted. The PC42 can be hardwired data(www.seametrics.com).
to the AC main supply or plugged into a standard outlet using
the included power cord. Inside there are separate terminals
to connect the two devices to the fully isolated supplies.
INSTALLATION and CONNECTIONS DIMENSIONS
Remove the cover to expose the four mounting holes at the
bottom of the cover screw tubes. Mark the mounting surface,
drill, and attach with screws.Do not drill additional holes in 4.93"
12.52 cm
the bo .Doing so will allow moisture into the enclosure.
k ..
! Caution 1:Important!Do not connect power to the PC42
until all connections have been made and confirmed cor-
rect,and the cover has been put back into place.
4.93"
Caution 2:It is essential for safety and proper operation 12.52 cm
to use a ground connection for the 115 Vac power.Do not
use this power supply without proper grounding.
PC42 Dual Power Supply
4-20 mA Device Remove the 4 screws to
access mounting holes.
Analog Output t ut a{q- Holes are on 4.330
• M • M • = 111. —centers.
IMO IMO MIN Waterproof strain reliefs for power
I —+ [ outputs(12Vdc&24Vdc).Remove
����PWR��� o 0 W cover to access terminal blocks.
1
3 1.25° 3 Conductor power cord,supplied(may be
replaced with suitable wiring)
a a 12V+4V TYP
� FT420
I Display Module
+ }Power 2 2"
s""6 �, r' -- —
'P Iii t.ii. w iuiuiuiui�mi ^- �� S }Sensor Input 7.4 Cm
''' lrii. ilk (N/C) + ��. 0.75"
lu 1 0 A , 0 0 400 1.91 c
10M
1. � ���R��aR m EX800/EX100 Series
x Magmeter
Earth
Ground a a
LT-1 _ _ .49 + Pulse Output
Pre-wired power cord (N/C) a
Replace if required
115Vac,50/60Hz (N/C)

GEO °LOW
c5II�INJII,�I),114�"� IIIII �11I�I
D L76 Data Logger - Optional
DATA LOGGER SYSTEM
INSTRUCTIONS
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GENERAL INFORMATION
The DL76 is a battery-powered data logger that can be used DL76 by means of a laptop and can be analyzed on the laptop or
with any Seametrics flowmeter. It stores pulses for up to 3 easily loaded on a desktop computer for analysis.
years, depending on the user-selected frequency of reading.
Indicator lights on the unit flash to indicate when it is func- Flowlnspector software (ordered separately) is required for
tioning and when the battery is low. the downloading, storing, viewing, graphing, charting and print-
ing of data in several formats.
The DL76 can be factory-mounted on the meter or remotely
mounted. Housings are rugged cast aluminum, gasketed for Flowlnspector requires a PC with Windows 98, NT, 2000, XP,
environmental protection. Vista, or Windows 7; CD-Rom drive; 800 x 600 screen resolu-
tion; serial port or USB/serial adapter; and a Seametrics DC3
When a DL76 logger is placed into operation,it is easily set data cable. Flowlnspector comes in versions compatible with up
up using a laptop computer.Data is also retrieved from the to 4,up to 16,or 17+dataloggers.
FEATURES
Removable foot brackets for remote DL76
mounting(wall mount model only) a Data Logger
Data port connector for Seametrics % Data Active Bright status LEDs flash to indicate logger
DC3 serial or USB data collection cable 14 Port Replace .d activity and battery life
Battery
Sturdy gasketed cover with potted
4" electronics
Protective data port cap(shown open) 0 fit
1,6 4
QI 0 �
Cable to meter(wall mount only)
SPECIFICATIONS*
Power Size C 3.6 Vdc lithium battery(included)
Battery Life Estimated life is 3-5 years depending on usage.
Temperature 0°to 130°F(-18°to 54°C)
Rate Units Volume mL,liter,gallon,Imperial gallon,cubic foot,cubic meter,million gallon
Time Seconds,minutes,hours,days
Total Units Liter,gallon,Imperial gallon,cubic foot,cubic meter,million gallon,
acre-foot,acre-inch,megaliter,thousand-gallon
Data Storage Capacity Capacity at Sampling Interval
11 days at 15 seconds
22 days at 30 seconds
44 days at 60 seconds
6 months at 240 seconds
1 year at 480 seconds
3 years at 1450 seconds
Maximum Input Frequency 500 Hz
Indicators Low battery;Power
Memory Wraparound Selectable options(Stop or Overwrite)
Clock Accuracy 10 minutes/month(.02%)
*Specifications subject to change•Please consult our website for current data(www.Seametrics.com).

MOUNTING&CONNECTIONS
MOUNTING Meter Mounting.Remove the four screws on the meter cover
There are three mounting configurations for a DL76:Meter with a 5/32"Allen wrench. After connecting the leads to their
mount for mechanical meters,meter mount for insertion respective terminals(see diagram),put the DL76 in place of the
magmeters,and wall mount(DL76W).The meter mount meter cover and tighten the screws evenly. The gasket
models match up to any Seametrics lower square housing. on the DL76 should be visibly compressed by tightening all
All configurations can be factory-ordered or field-installed. around.
Converting from one mounting configuration to another
requires use of MK10 or MK20 mounting kits.
OPERATION
Seametrics Flowlnspector V.2 software is required for computer, setting up your DL76 for use,downloading, storing,and
operation of the DL76.Please consult your Flowlnspector analyzing your data.
manual for instructions in loading the software onto your
DIMENSIONS
DL76W(WALL MOUN1),,,,,,,,, DL76M(METER
16 ,.
DL76vr,i i nine
Data Logger
Data Active 3(95 nf
�� a
�" 1 Port "'Replace 2 lA6" 1 � 4 '. +�2�
Battery ! )czn
4.90
'
SeanF `r/c " s.n
».. .. 9 5"
tll
CONNECTIONS (see also next DL76 TO MECHANICAL METER DL76 TO MAGMETER
page)
��� tier . ...... ...... . ... °�
, ' Caution.. Do not apply external �1 LL°°°A r
power to the DL76 �.
r
T
m �
Y � Magmeter
Flow Sensor Connections
Power Forward
Output

I IIIIE� IIINIF CJ III 110 DIP
CONNECTIONS
DL76 TO
FT415 FT415
DL75
0 0 0 0
ri
I1 I I Q
}
w wire ; N .,, A Caution: Do not apply external
I a i Y !I k"a G een ■I�,� I m I power to the DL76
o 0 0 0
To Pulse Responsive To Flow Sensor
Metering Pump
DL76 TO
FT420 FT420
'DL75 0 'O 0
, 1 Powers
1 T 4-20 mA
Black
- Red Black
White Pulse
• k^' . 12-32 Vdc
ce �`'' G een II Passthru Se�sor LOAD PowerSupply
w . + oaj Input
4-20 mA Device
m Pulse
0Scaled .0 To Flow Sensor
I I I ' S 0
kS) , � ` f -I- y O,
TROUBLESHOOTING
Problem Probable Cause Try...
Laptop screen reads DL76 is transmitting data. Wait for"Active"light to blink
"No connection"and"Ac- Wait two minutes before taking action.
five"light is NOT blinking
Dead battery in DL76 Replace battery
Laptop screen reads Loose cable Tighten cable
"No connection,"but"Ac-
tive"light IS blinking Bad cable Test cable(tech bulletin"DL75/76:Testing the
DC3 Serial Cable"on Downloads page at
www.Seametrics.com)
Flow rate incorrect K-factor setting is incorrect Make sure K-factor in DL76 matches flow sen-sor
No flow rate Damaged flow sensor Mechanical: See if rotor spins freely
EX Magmeter: See if"Status LED"indicator is
blinking
Broken wire Check for flow rate

•
S I��� ll;,;lu„a �� r.CIE IDIR II
WIRING D176 DATA LOGGER TO FM-MAGMETER
Geoflow Supplement to Seametrics Instructions
OUT SIDE
DL76
Computer g Data Logger
DC3 data collection cable O ❑ Active
00
❑ Replace
Battery 2.06"
-116 41/
1111
II
U UII
12 VDC
Power FM
Magmeter
3.95"
4.52"
INSIDE COVER
lot
3.6 V Lithium
Battery Size
r.
+ S -
c
f
emAMil
12111.IIIII
VDC ,—‘
FM
L� Magmet _
.—I
Schematic -Not to Scale

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PyrseTriciv1 , 1,, i, ,,,„ A ,:,
Orenco® Fiberglass Access Risers
Applications General
Orenco®Fiberglass Access Risers are designed to provide access to Orenco Fiberglass Access Risers are constructed of filament-wound
septic tank openings as well as watertight connections between the fiberglass to be lightweight,corrosion resistant,and extremely strong.
tank, riser,and lid.They can be cast into the tops of concrete tanks Risers are available in 24-,30-,36-,and 48-inch (600-, 750-,900-,
or bonded to a fiberglass tank.They can also be used as valve enclo and 1200-mm) diameters,with lengths available in 3-inch (75-mm)
sures. increments.They have an integral top flange with threaded bronze
The RF24,RF30,RF36,and RF48 fiberglass access risers are designed inserts for securing access riser lids.
for use with Orenco FBL access lids The RFD30 fiberglass access riser
is designed for use with Orenco's FLD30 lid. Standard Models
(( ( RF24XX, RF30XX,RFD30XX,RF36XX, RF48XX
� �f$f ff Vlf \\`(�w m yY
Product Code Diagram
„11 ��G RF + +
I I �I
-
11111111011111111,110 ilvosfiy,
Discharge grommet
III �� 10 11n.
IlIllilliallINI \ \t
/ 12 = 11/2 In.
15 = 1hIn.
20 = 21n.
III III0111111111111 II" j/
V 9/
Splice Box option:
S = 1 In.(25-mm)grommet installed
�� l� V4I1 ��9 L = 1Ya In.32-min grommet installed li )0r1 .
9
Si = SB1 attached
S2 = SB2 attached
IIIIIIIIIII gilt\ WiSiltiti„
z:; S3 = SB3 attached
��� S4 = SB4 attached
� ) L5 = SB5 attached
I� IIIII 4)0111/1/ ���:1/2((
6 = SB6 attached
, *� : SX = Pre-Installed hub for external spllcebox�
� XS = Explosion roofs splice box for sim lex um s""
P P P P P P
{ XD = Explosion-proof splice box for duplex pumps**
ill \\ /:
1 - �, XT = Explosion proof splice box for triplex pumps""
y Riser height,Inches
,�a .II(�0jjj 1 j/
( , Riser diameter:241n.(600 mm),301n.(762 mm),361n.(914 mm),481n.(1219 mm)
FLD lid compatibility:
Orenco®Fiberglass Access Risers are available in 24-,30-,36-,and Blank = standard,non-compatible
D = compatible with FLD30 lid
48-inch(600-, 750-,900-,and 1200-mm)diameters.
Orenco"fiberglass access riser
*Minimum riser height 18In.(457 mm)
„Used in Class 1 Division 1 environments
Materials of Construction:
Access riser Fiberglass reinforced polyester
Threaded inserts Silicone,bronze
Specifications
Dimensions,nominal RF24XX RF30XX RFD30XX RF36XX RF48XX
Flange O.D.,in.(mm) 30.0(762) 36.0(914) 35.6(904) 42.0(1067) 54.0(1372)
Flange I.D.,in.(mm) 23.4(594) 29.4(745) 29.4(745) 35.5(902) 47.5(1207)
Riser O.D.,in.(mm) 24.3(617) 30.4(772) 30.4(772) 36.5(927) 48.6(1234)
Riser I.D.,in.(mm) 24.0(610) 30.0(762) 30.0(762) 36.0(914) 48.0(1219)
Wall thickness,in.(mm) 0.15(3.8) 0.19(4.7) 0.19(4.7) 0.25(6.4) 0.30(7.6)
Weight,Ib/ft(kg/m) 12.0(17.9) 14.0(20.8) 14.0(20.8) 24.0(35.7) 36.0(53.6)
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NTD-RLA-RF-1
Rev.3.0,©04/17
Page 1 of 1

71
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SIN PROG NOSY
oll�loRmlomoommm,READY
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oolmuououololololmlolomou,,
r �
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r
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�III'(���(i.. n lmm IIII 1hm0I I le,,, „ 1r W'„ r IIII IIIIIIIII IIIV IIII In f�IN II�V/ � �IIII IIIIII f�IN II�V/ �IIII IIIIII I��fl �IIII IIIIII f�IN II�V/ ,,,1111 II�V/ �Y ,r W IIIV,JIN II 17J„11 IIII IIIIII illN II�V/
„„I!!I IICI 11' III,11: II1II ,,11, Il u,, nIl !!I Ir "Ilh r II n IIIV
Greater Accuracy, s ii Illainntelallce FuLLy ServiceabLe Sens rs
liddiach ti> iliil air_c.:sensors provide accurate, color- Conventional ttarbielity and _ra;r,carrair,ai solids sensors are
independent measurement of ttark)ia:I y and _Lasr endeaa:I potted and are discarded d when they no longer function.
solids in a,:irimlcing water,wastewater and ima,nt tria[process d">:plllit,air_,e.,sensors area fully serviceable, which often dun k"iles
applications. self-cleaning device prevents nts biologic:al the as,eCa.a[life of the sensor.
growth and interference of gear, ))aa))))[car,.This r,y tc rri ra I, „�VI a �I '�'; D I� '�',
reliable r r r(carr'r'i arac,ra and full data c,c�arr'iYrnamlc:c�aticam c,c�arac�ak)ility F°, in
help ir'r'irarove process control and reduce treatment nt costs Factory c;alik)rated in conforr'r'ii'ty with Ii)I Ift Taft Its C.)ii7Cid2d7 for
associated with polyY Y1Fr Lase, digester
igCEker vC[aar rie, and Ella4J y F Kt q-;F rrrl calibration vk Cb ilb y. Calibration is easy with
C:'a
handling. sir'r'ira[c,correction factor ro:eaditrea.
Fi',dtceUUeI t; C:IrreLatihn t i IlluLt 1-c ha n I eL, ii 'nuJ't;I1- 1-parameter Syst em
lt,„albl rat AnaLysis Any two 4)'>c:ilit air_,c,rr,nsorr,can be installed d on came
ad';callo air v„(;sensors show an exceptional correlation to liddiach diliCr"C')C) Controller.The sarrie controller can also
[a boratory analysis. ()r [Inc rC'ac_ arerrierk not only saves aceor rirriod ate any eCrnbiralion of parameters. All C
tirrie Cr rriaru l analysis, brat also provides critical rcC [ tlre ICk s YC1iJ l ci sensors are lug and play"with
no
orn
rrieica_,a.arearricarak.y that cancankbeLasedLasedto operateoperatethe plantplant rricare, rplif,C'at e'aa. wiring or_„rlk warm rmrCac.,r,a.a.area necessary.
r°Cfoc..Ilen 11.y.
'"''''l'"l ((o��(llJJJljl��litlx((rn�
1N (II r

2 oliillapPiN) so E; Suspended Solids Sensors
rs
Ill ���:eliun� �:aliu ural
For insertion in pipes For immersion in open tanks
Model INSERTION INSERTION IMMERSION IMMERSION IMMERSION
inline sc highline sc t-line sc is-line sc hs-line sc
Parameter Suspended Solids, Hight Range Turbidity Suspended Solids, Hight Range
Turbidity Suspended Solids, Turbidity Suspended Solids,
Turbidity Turbidity
Measuring 0.001 to 4000 NTU 0.001 to 4000 NTU 0.001 to 4000 NTU 0.001 to 4000 NTU 0.001 to 4000 NTU
Range
Turbidity
Measuring 0.001 mg/L 0.001 mg/L 0.001 mg/L 0.001 mg/L
Range to 50 g/L to 500 g/L to 50 g/L to 500 g/L
TSS-Content
Unit Turbidity: User selectable NTU, FNU,or TE/F
Suspended Solids: User selectable—g/L, mg/L, ppm, or%solids
Accuracy Turbidity up to 1000 NTU;without calibration <5%of the measured value±0.01 NTU;
with calibration< 1%of the measured value±0.01 NTU
Repeatability Suspended solids content: <3 %
Turbidity: < 1 %
Response Time 1 s<T90<300 s(adjustable)
Calibration Turbidity: Formazin or Stablcal Standard (at 800 NTU).
Method Suspended Solids: Sample specific, based on gravimetric TSS analysis with a correction factor procedure.
Certifications CE certified to EN 61326-1, EN 61326/A1, EN 61326/A2, EN 61010-1
Flow Max. 3 m/s(the presence of air bubbles affects the measurement)
Operating 0 to 40°C(32 to 104°F)
Temperature
Range
Pressure Limit Stainless steel: 6 bar or 60 m (87 psi)
PVC: 1 bar or 10 m (14.5 psi) Stainless steel: 6 bar or 60 m (87 psi)
PVC: 1 bar or 10 m (14.5 psi)
Material Optics Carrier and Sleeve: stainless steel Optics Carrier and Sleeve: stainless steel 1.4571 or black PVC
1.4571 or black PVC Wiper Arm:stainless steel 1.4581;
Wiper Arm:stainless steel 1.4581; Wiper Blade: silicone(standard) Optional:Viton(LZX578);
Wiper Blade: silicone(standard) Wiper Shaft: stainless steel 1.4571
Optional:Viton (LZX578); Threaded cable fitting: stainless steel 1.4305 or white PVC
Wiper Shaft: stainless steel 1.4571
Threaded cable fitting: stainless steel
1.4305 or white PVC
Weight Sensor Insertion stainless steel:2.4 kg (5.29 lb.) Immersion stainless steel: 1.38 kg (3.0 lb.)
Immersion PVC: 0.52 kg (1.2 lb.)
Cable Length 10 m (optional extension cables available)
`Subject to change without notice
II°macIII°m coax

SoRa1 ) a4 LAr idi Cb Slda YCCC Solids Sensors 3
ii kgo iiuh°Wmiolow
1PrilncipLe n f n l r t„hn i i
Solitax sc is-line sensor with dual-beam optics and added 6c,,,,� ,,E>i
backscatter detector e `y " y �� cov Coin^`µr use
• Dual infrared light beams. LED light source transmits light 9w1 ' � 1; ) e
at 45°to
• N phelometrcophotoreceptors detect light at 90°to the f„ " Jy , H„i. + TOF
ow
transmitted light beam. b� y „ ,1 zt, " ""
,am �
• Backscatter photoreceptor(included on all models except the o,c; rad4 ���* �A .
11,
Solitax sc t-line) detects light at 140°to the transmitted light - 0, o.; ill
beam to measure suspended solids in heavily loaded sample o.
streams.
• Self-cleaning wiper, optional. �k �e��
•T-line probes measure turbidity only.TS, HS, inline, and highline sensors
ci
measure either turbidity or suspended solids.
Ime s i n Ins
Hach Solitax sc sensors can be fixed to the rim of the tank for immersion applications or inserted directly through the sidewall
of a pipeline for insertion applications.A variety of installation kits are available.
Solitax x c Insertion Probe Solitax sc Immer ion Probe
7 rnm 7 mm
(0.28 inches)- - (0.28 inches)
cowx1.3
_. 315 rttrn mm-4 I _iii©©
200 mm w i
(12.40 inches) . t7.$7 inches) `
060mm 060mm
(2.36 inches) (2.36 inches)
�nstalRati In it'II nuniting
Irrsl 414liorr for tin rrrlirrc Solitax sc for irrrner,;iorr in open Lurks. 1 brIcrro whir b(cll mlve for rnocrrrlirrC Solitaxsc rnodeO
( L roles )feelpole tin 44 kil, Prod. klo. I,'Y''714.99.5)314,?0) inure wrif Iri011i e sensors in pipes..rninirrrrn pipe size 100 rrrn(4 in.)
(Prod. klo. 1./X)(3):17.rnv(prc sore C,`L)zr;
Prod. klo. 9)30,rnw<.pressure 1 ibis.
II4lUY
I
I '
rb ,r bo.,
wi
d r 14 J.'16
ir
j ' I, V w, : f
Millrill! V ''''''rpf::P.,',1,:i11,Fr''''1
it,$ Ines**
NMl
n
MIA ilo,dtorkk
II°m cIII°m cony

Ut(ax C '] "v4 ... y <�'YC'nded ()olds 7t'ns YP"'�:i......... `� � " �l..,dY�11C�1k' as old w
Ordering linirr rmatir n
Common Contii.mrationsi Soirtax sc Turbidity and LXV423.99.12200 Turbidity and Suspended Solids, hs-line
Suspended Solids Anallyzers with SC200 controller sc, PVC without wiper(0.001 to 4000
and sensors shown NTU, 0.001 mg/L to 500 g/L)
Immersion in Open Tanks Applications LXV423.99.00200 Turbidity and Suspended Solids, hs-line
2983400 Turbidity Analyzer, t-line sc, PVC, sc, stainless steel with wiper(0.001 to
4000 NTU, 0.001 mg/L to 500 g/L)
with wiper(0.001 to 4000 NTU)
LXV423.99.02200 Turbidity and Suspended Solids, hs-line
2983500 Turbidity and Suspended Solids Analyzer, sc, stainless steel without wiper(0.001 to
is-line sc, stainless steel with wiper(0.001 4000 NTU, 0.001 mg/L to 500 g/L)
to 4000 NTU, 0.001 mg/L to 50 g/L)
Insertion Sensors
2983600 Turbidity and High Range Suspended
Solids Analyzer, hs-line sc, stainless steel LXV424.99.00100 Turbidity and Suspended Solids, inline sc,
with wiper(0.001 to 4000 NTU, stainless steel with wiper(0.001 to 4000
0.001 mg/L to 500 g/L) NTU, 0.001 mg/L to 50 g/L)
Insertion in Pipes Applications LXV424.99.02100 Turbidity and Suspended Solids, inline
(includes insertion mounting kit) sc, stainless steel without wiper(0.001 to
4000 NTU, 0.001 mg/L to 50 g/L)
2983700 Turbidity and Suspended Solids Analyzer,
inline sc, stainless steel with wiper(0.001 LXV424.99.00200 Turbidity and Suspended Solids, highline
to 4000 NTU, 0.001 mg/L to 50 g/L) sc, stainless steel with wiper(0.001 to
4000 NTU, 0.001 mg/L to 500 g/L)
2983900 Turbidity and High Range Suspended
Solids Analyzer, highline sc, stainless steel LXV424.99.02200 Turbidity and Suspended Solids, highline
with wiper(0.001 to 4000 NTU, sc, stainless steel without wiper(0.001 to
0.001 mg/L to 500 g/L) 4000 NTU, 0.001 mg/L to 500 g/L)
NOTE: I n° tal laatiion Accessories
1.Power cords must be ordered separately.
2.Fixed point installation kit or handrail mount kit must be ordered separately LZY714.99.53120 Stainless Steel pole mount kit for Solitax
for all immersion analyzers. t-line, is-line, and hs-line immersion
sensors, including 10 cm base and 2 m
I n li 'ii luaIl Solllu'ta x: sc Sensors pole with sensor adapter
Immersion Sensors 5738400 Insertion Mounting Kit for inline and
highline insertion sensors(ball valve safety
LXV423.99.10000 Turbidity, t-line sc, PVC with wiper armature and extraction system). Kit
(0.001 to 4000 NTU) includes a 4 inch pre-coped Carbon Steel
LXV423.99.12000 Turbidity, t-line sc, PVC without wiper Flange. Non coped flanges are available
(0.001 to 4000 NTU) AHA033NPT Sensor Adapter, straight 1-1/2 FNPT
LXV423.99.10100 Turbidity and Suspended Solids, is-line sc, AHA034NPT Sensor Adapter, elbow 1-1/2 FNPT 90°
PVC with wiper(0.001 to 4000 NTU, MH236BOOZ Handrail Mounting Kit(for sensor to be
0.001 mg/L to 50 g/L) used with either adapter above) includes
LXV423.99.12100 Turbidity and Suspended Solids, is-line sc, 1.5-inch diameter by 7.5-ft long CPVC
PVC without wiper(0.001 to 4000 NTU, pipe and swivel/pivot/pipe clamp
0.001 mg/L to 50 g/L) assembly
LXV423.99.00100 Turbidity and Suspended Solids, is-line sc, LZX337 Stainless steel ball valve safety armature/
stainless steel with wiper(0.001 to 4000 extraction fitting for in-line and hi-line
NTU, 0.001 mg/L to 50 g/L) probes w/o welding flange, maximum
LXV423.99.02100 Turbidity and Suspended Solids, is-line operating pressure 6 bar/87 psi
sc, stainless steel without wiper(0.001 to LZX936 Stainless steel ball valve armature,
4000 NTU, 0.001 mg/L to 50 g/L) maximum operation pressure
LXV423.99.10200 Turbidity and Suspended Solids, hs-line 1 bar/14.5 psi
sc, PVC with wiper(0.001 to 4000 NTU, LZX660 Non-coped stainless steel welding flange
0.001 mg/L to 500 g/L) for insertion kit
LZX661 Non-coped carbon steel welding flange
for insertion kit
AC C011IPANy Headquarters: 1„ I d. Crlir radr USA
united `fate's: E::00 27-42 4 ttr4 970 Eif.j9-2932 fax orr.:il rs(r h ch.cE, m
Outside lunrued States: 970 frfi.....x0!,(.) u,rrl 970 *f f.i1...:xrf:xff fax ,(ph <::Wr.c:^:>rrr
lhscllh.corn
LIT2472 Rev 9 ',..-
C15 Printed in U.S.A.
10111111111
©Hach Company,2017.All rights reserved. //////�//p
In the interest of improving and updating its equipment, ��nUll 1111i11111011000
11
Hach Company reserves the right to alter specifications to equipment at any time. ""••- - °'""
111000
�111�

VeriCommT"
monitonng
1 systems
Custom VCOM Control Panels
and HyperTerminal Access
ATRTU 400 & 1600 Boards
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm'"
moritorur,g
• systems2
Introduction
The Orenco custom VeriCommTM (VCOM) control panel provides system operators with
unparalleled control, maintenance, and management of their onsite systems. System operators
can manage multiple alarm conditions reported from onsite systems. Extensive alarm data can
be maintained on each alarm occurrence, enabling the operator to track system performance
and to ensure regulatory requirements. Alarm conditions can be automatically reported to the
appropriate service personnel via numeric pagers.
Operators can also review operating data; adjust system parameters; maintain site, alarm, and
user information; and generate various reports on system performance.
VeriCommTM systems are password-protected to ensure that only authorized operators are
allowed to make changes. Access levels are assigned with each password.
hoilnll11111Poli 111,10 . ' IN
00
RAJ , lu hl r � �i J ii
YII�
Doi
0000
Ili bra r m l° y��pWlryII mI�
I' Wtl 7✓I V'I Wf 1 / 01 I01 0 0 0', - Y
NII 00
hw P air 010
wv 000 ill / u i
0111110°
� "M r ,..,. ,gym—�. �''q �,��� nN w� o'nl Its
uum Nm wI
Im alMfv � %i w
11111,1H II
‘j11 II
111111 11 0 g1111
011111111
puuuulu 7
uuuu�IIfi� f
00,1 �f� I�IIIIIIU��.., � �uumi�iil�i�l�l��,r° 'Numoml,lllnlliNo�lm W
I - �M� I � PI �
mm
1 r
11M"�NN'wN"NW^Nw! , �.'llYdwoJMrIIIMIgWWN Ou�N IVlrieluNUJ I ti!JivuuJN W
This manual describes how to use the PC based HyperTerminal program to remotely access or
connect directly to custom VCOM panels. The Windows depicted in the manual may vary from
what will actually appear, depending on the version of Windows that is being used. If questions
or concerns arise during start-up, you can make an appointment with Orenco's electrical design
group, and they will guide you through the start-up process.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm-
moraiilorun¢g
systems S
Table of Contents
Introduction 2
HyperTerminal 4
To Create a New Connection 4
To Connect Remotely to a Custom VCOM Panel 5
To Connect Directly to a Custom VCOM Panel 6
Login Screen 7
Login Procedure 7
Run Mode Menu 8
1. System Status Displays 8
2. Maintenance Log Entry 8
3. Maintenance Log Report 8
4. Expanded Report Menu 8
5. Enter a Password 8
6. Initiate a Call Back 8
P. TRINET Program Mode Menu 8
C. MODEM OFF-LINE(Hang Up) 8
Page Select Menu 9
System Status Page 9
Individual Status Page(s) 9
Settings 9
Flow Data Page(s) 10
Log Parameters 10
Inputs&Outputs 10
Page Definition & Layout 10
1. Page Description 10
2. PT# 10
3. Description 10
4. Value 10
5. Sts 11
6. CurTm 11
7. PrevTime 11
8. Why? 11
9. Choices 11
Adjusting Point Settings 11
To Force a Digital Point On 12
To Force a Digital Point Off 13
To Override a Numeric Point Value 14
To Override a Point for a Specified Time 15
System Status Menu 16
CD,2001 by Orenco Systems, Inc. All To View Details of a Specified Point 16
rights reserved. No part of this Explain the Point Value(A) 17
publication may be reproduced or Rule Display(F) 17
distributed in any form or by any Change Time/Date(I) 18
means, without the prior written Input&Output Displays(K-N) 18
permission of the publisher.
Logs(Q,S,U) 19
Maintenance Log 20
Entering Maintenance Notes 20
Viewingthe Maintenance LogReport 21
p
111 Retrieving Logs 22
To Retrieve a Log 22
Orenco Sy me,
1r1 K NOraktl
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriColm lm."
monitoring
• systems 4
HyperTerminal
HyperTerminal is designed to satisfy your basic communications needs in an easy-to-use product.
The user interface is similar to most Windows operating systems.
HyperTerminal is typically located in the Start Menu under the Accessories option.
ova
Accessories ► I Communications ► HyperTerminal
Games ► System Tools ► J Phone Dialer
To Create a New Connection
When the VCOM panel is installed and accessed for the first time, a new connection for the site must
be created. A new connection is created by performing the following steps.
Step 1: Type a name that describes the connection (e.g., project name), select any icon, and then
click OK.
co ---,a, a t IM�111111>r/%'; w124.1
New Connection
Note 4010
Enter a name and choose an icon for the connection:
Name, • If the connection description
hakland H1ls window is not open, click on
Icon the File menu, and click New
Connection.
La_j...1•222Li
Step 2: Enter the phone number to the panel, and then click OK.
Connect To 1 ` I �flfl d 211141
41 Note
VCQM
• Leave the'Area Code' box
Enter detak for the phone number that you want to dial empty.
26untry/region; United Slates of America(1)
Arga ode:
r-- • Enter phone number exactly
how it must be dialed (e.g., if
P,}inenumber.1154145912341 a 9 is required to access an
Connect using: Actontec 56K Modem outside line or if the area
code is needed for long
oK noel distance).
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm-
mor1itor rig
• systems 5
co t iil��mGu N I ?J2Jcl
VCOM
Step 3: Click the Modify button.
Phone number. 15414591224
YAW location; Work Dialing Properties.,.
Calling card' None(Direct Dial)
.,.,..6ial_,.1 Cancel
VL C 4Fro�SeQ �r4 iI9Y01��5 ������l�W % %% ?J.XJ
Connect To th s] .III
VCOM Atontets6KM' Y�1�11' . ilW_,.�,�
General Connecfron Cptrons Distirdiive Ring Forwarding
Step 4: Be sure the 'Use country/region code Lountryiregiorl,lnit,,l,;ta„,
and area code' box is NOT checked. "'nM Actionteo56KModem
Enter the area code without the
Area code: I
Step 5: Click the Configure button. P earl CAM3
Phone number: 5414591234�
Speaker volume
Connect using Actionlec 56K
Off - On
Configure.
Step 6: Change the maximum speed to P` aron`busy country/region Ma mum speed
y p �C�Fedral on busy
9600 and click OK. 9600
ih lyrcnrr 1 11 rl ,l ic:rra
CK Cancel
Step 7: Click the Cancel button until all of the windows are gone. The HyperTerminal window is now
available.
Step 8: On the File menu, click Save.
To Connect Remotely to a Custom VCOM Panel
After a new connection for the site has been created and saved, the site can now be accessed
remotely. Follow the steps below to establish a connection with the VCOM panel.
Step 1: On the File menu, click Open, and then double-click the connection you want to use.
coet °ii?1iidl 1� ll)1) f(((V /; ?fAll
VCOM
Step 2: Click Dial.
Phone nuriter: 15414591234 Modify_
Your focatfon: Work waling ProperCres...
Ca ng Card; None(Direct Dial)
.,.,Dinh„" CanceI
The computer will now establish a connection with the panel. This may take a few seconds.
(Skip to page 7.)
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowm wm."
mor1itorir1g
• systems 6
To Connect Directly to a Custom VCOM Panel
After a new connection for the site has been created and saved, the site can now be accessed
directly. A null modem cable is needed for the direct connection. Connect one end of the null modem
cable to the serial port on the laptop and the other end to the serial port on the telemetry board.
Follow the steps below to directly connect with the VCOM panel.
Step 1: On the File menu, click Open, and then double-click the connection you want to use.
VCOM Y1ype Te ial
File
..Edit View Calf Transfer Help
Step 2: Again on the File menu, New Connection
click Properties.
ave,.
Save As,..
........Page Seto
Print.,
Properties
........Exit Aft+F4
games, �trromPOIkiii !CE0000101� 1�11 �. 11
Connect To 0 settings II
James 1600 Example Change icon_
.11
Step 3: Click on the `Connect using' box and select
the Com Port that the PC is using for the connection. Country/region: IIIiiir,>f , I.,ol 111
Enter the area code wt(hout the long-distance prefix.
Area code �--
Ehone number;1�9,,Iati dit 1 +t9 4J
Connect using Direct to Com1
Actiontec 56K Modem
Direct to Com2
Direct to Co
{I i.;�;nrirlili?i'+Direct to Commao
r—},,,Iiachr�rl on kw TCP/IP lVJinsock)
❑K Cancel
Step 4: Click on the Configure button and select CCM1 Prop rx 11104100 riiIIIIII00000000000000010000 lor ;:, ( V
9600 bits per second. Port Settings
Bitsper second:Imo.
Step 5: Click OK. Qatabits;I 0 �
Earn. 0 None
Step 6: On the Call menu, click Call. atop hits
I
Elmo control I Hardware J
Advanced... Eestore Defaults
DK Cancel 2•12.,
The computer will now establish a connection with the panel.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowimwm"'
monitor ng
systems 1, 7
Login Screen
Once the computer and VCOM panel have made a successful connection, the login screen will be
displayed.
LO Ok Std TriNet - copyright 1988-98, ISAC Inc. V4.16E
Nate
TTTTTTTTTTTTT NNN NNN
• A valid user name and
TTTTTTTTTTTTT NNNN NNN tt password are required to gain
TTT ii NNN N NNN tttttttttt access to the VCOM control
TTT NNN N NNN tt
TTT r rrrr ii NNN N NNN eeeee tt systems.
TTT rr r ii NNN N NNN eeeeeee tt
TTT rr ii NNN NNNN ee tt • If you have not received your
TTT rr ii NNN NNN eeeee tt
user name and password,
by Integrated Systems and Controls Inc. please contact Orenco
USER NAME: Systems, Inc.
PASSWORD:
Login Procedure
To login to the VCOM control system, follow the procedure below:
1. Type the User Name and press the TAB key.
2. Type the Password.
3. Press Enter.
If a mistake is made while entering the User Name or Password, press the ESC key until the cursor
blinks at the User Name.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowimwm"
neon for ng
systems , $
Run Mode Menu
This main menu is displayed after a successful login. The name of the current page being displayed
will be labeled. The following options are available by pressing the number or letter that corresponds
to the desired mode.
Dls RUN MODE MENU V4.20M
< > Nate" •
• To select a menu option,
1) System Status Displays press the corresponding letter
2) Maintenance Log Entry or number next to the desired
3) Maintenance Log Report page (e.g., press"1"for the
4) Expanded Reports Menu System Status Displays
5) Enter a Password
6) Initiate a Call Back page).
P) TRINET Program Mode Menu • Access to the Run Mode
C) MODEM OFF-LINE (Hang up)
Menu options depends on the
password level.
• The "TRINET" Program Mode
Menu" is for Orenco Systems'
engineers or advanced users.
1. System Status Displays 6. Initiate a Call Back
Current displays of the panel's activities can be Instructs the panel to call a predefined number
viewed. Viewing and adjusting parameters will after the current session is over.
be done here.
P. TRINET Program Mode Menu
2. Maintenance Log Entry This is where the point rules are created and
Any changes or adjustments to the system can stored. Changes made in the Programming
be manually logged for future reference. mode by non-authorized operators can void
your system warranty and affect the operation
3. Maintenance Log Report of your system.
All maintenance log entries can be viewed.
C. MODEM OFF-LINE (Hang Up)
4. Expanded Report Menu Disconnects the current session with the
Activity, Alarm, and User Logs can be viewed, controller.
downloaded, and converted to Excel files.
5. Enter a Password
Logs you off of the current session, so a new
User Name and Password can be used to log
on.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowimwm"'
mon for ng
systems 9
Page Select Menu
The Page Select Menu will be displayed after the System Status Displays page has been selected
from the Run Mode Menu. The Page Select Menu provides access to predefined pages within the
custom application. These pages define various aspects of your system (e.g., inputs, outputs, system
status, settings, flows, etc.) and are available for your viewing.
Nate
LO Ok Std PAGE SELECT MENU • To select a page, press the
corresponding letter next to
the desired page (e.g., press
"A"for the System Status
page).
A) System Status I) Alarm Settings • If a letter does not have a
B) Recirc Tank Status J) Log Parameters
C) Dose Tank Status K) Misc description then the page is
D) Recirc Tank Settings L) empty and not used in the
E) Dose Tank Settings M) program.
F) Recirc Tank Flow Data N) Analog Inputs
G) Dose Tank Flow Data 0) Digital Inputs
H) P) Digital Outputs • Pressing the ESC key will
return you to the previous
page.
• The pages defined on the
Page Select Menu are
custom to your application.
• Each page contains 16
points. For example, the
System Status page will
display points 1 through 16.
System Status Page pump flow rate, local alarm delay, pager
The System Status page provides an overview delays, etc.).
of the the entire system, including current
alarm status, pump status, etc.
Individual Status Page(s)
Multiple status pages may be defined for your
particular system. Individual status pages
provide current information for major system
components (e.g., recirc. tanks, dosing tanks,
discharge tanks, final disposal, etc.).
Settings
Multiple setting pages may be defined for your
particular system. Individual setting pages
provide for viewing and adjusting the
parameters for each application (e.g., timers,
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Flow Data Page(s) Inputs & Outputs
Multiple flow data pages may exist for your Multiple input and output pages may exist for
system. These pages provide detailed flow your system. These pages display the status
data (e.g., pump cycles today, pump time of digital and/or analog inputs and outputs.
today, flow today, etc.).
Log Parameters
These pages determine when the system will
record the user logs (e.g., monthly, hourly, and
weekly). The points contained on these pages
are maintained by Orenco Systems, Inc.
Page Definition & Layout
All of the pages under System Status Display have the same appearance. Each of the pages
contains the following nine fields:
© 0000 0 Note 40
• The point numbers can be
toggled on/off by pressing the
O LO Ok Std SYSTEM STATUS DISPLAY
V
TUE 2/20/01 11,51
V
V
letter"N"and Enter.
► Recirc Tan Status
• To see a specific point, press
Pt# Description Value Sts CurTm PrevTm Why? "P"and Enter. Then enter the
17 RecAlarmStatus OK A 99:59:59 0:00:02 "OK
18 RecPumpMode OFFCYCL A 0:01:00 0:01:36 Rule point number and press
© 19 RecLeadPosition TWO A 0:00:53 0:03:12 Rule Enter.
20
21 RecTimerMode NORMAL A 99:59:59 0:00:00 Rule
22 The following tips apply to all
23 RecActivOffTime 1.5 Min A Rule screens within the TriNet System.
24 RecActiveOnTime 1.5 Min A Rule
25
26 Pump#lStatus OFF 0:01:01 0:01:36 Rule • ESC exits the current page.
27 Pump#lCurrent 0.0 Amps P209
28 Pump#2Status OFF 0:04:13 0:01:36 Rule CTRL&Z scrolls 16 points
29 Pump#2Current 0.0 Amps P210 •
30 backward.
© 31
32 • CTRL&W scrolls 16 points
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu) forward.
• TAB b moves cursor in
sequence between control
fields.
• J Enter key executes desired
command
1. Page Description 3. Description
Identifies which page is being viewed (e.g., Describes each program point used.
Recirc. Tank Status).
4. Value
2. PT# Displays the current value of the point. This
Identifies the program point number. Each can be displayed as a label (e.g., OK, HiLevel,
page includes sixteen programming points. If OFF, OnCycle, etc.), a unit of measurement
the point numbers are not displayed, see (e.g., min, gal, amps, etc.), a digital value (e.g.,
NOTE. on or off), a date, or time.
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5. Sts
If this column contains a variable, the point can
be changed or adjusted.
6. CurTm
Provides the elapsed time for the current value.
7. PrevTime
Provides the total elapsed time for the previous
point value.
8. Why?
Defines the reason for the value if available
(e.g., rules, inputs, default value, etc.).
9. Choices
These options are available under the "Sts"
column.
Adjusting Point Settings
Most VCOM panels are shipped with standard settings. Parameters may need to be adjusted to meet
the system's needs. Parameter adjustments are made by using the Choice Menu located at the
bottom of the System Status Display screens. For example, a pump may need to be turned on or a
local audible alarm may need to be turned off, temporarily. A parameter can be adjusted if there is a
letter in the "Sts" column.
WARNING A
• Changes to parameters must
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:14 be made between screen
Digital Outputs updates or they will not be
saved. (This can be avoided
Pt# Description Value Sts CurTm PrevTm Why? by pressing the Enter key
241 RecircTankPumpl on A 0:00:08 0:04:48 Rule immediately after a letter is
242 RecircTankPump2 off A 0:01:45 0:01:36 OFF
243 DoseTankPump3 off A 2:19:27 0:04:07 Rule entered in the"Sts"column.)
244 DoseTankPump4 off A 0:47:20 0:03:49 Rule
245 AlarmLight on 0 99:59:59 0:00:04 Ovr/Const
246 AudibleAlarm on A 0:02:31 0:00:00 Rule • Overriding point values can
247 severely affect the operation
248 your ofonsite system and will
249 Y
250 not allow the TriNet Logic to
251 control a particular point.
252
253
254
255
256 Nate +
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu) • If a mistake is made while
changing a parameter, press
ESC.
• The point numbers can be
toggled on/off by pressing the
letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
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point number and press
Enter.
To Force a Digital Point On
When a point is forced on, the TriNet Logic for that point is overridden. The point will no longer use the
internal program to determine its state. The point will continue to stay on until it is returned to Auto(A)
state.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "0" and immediately press Enter.
In this example, point #245, `Alarm Light', will be manually turned on. The alarm light on the panel will
stay on until an "A" is entered at point #245.
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WARNING A
• Changes to parameters must
be made between screen
updates or they will not be
saved. (This can be avoided
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:14 by pressing the Enter key
Digital Outputs immediately after a letter is
entered in the"Sts"column.)
Pt# Description Value Sts CurTm PrevTm Why?
241 RecircTankPumpl on A 0:00:08 0:04:48 Rule • Overridingpoint values can
242 RecircTankPump2 off A 0:01:45 0:01:36 OFF
243 DoseTankPump3 off A 2:19:27 0:04:07 Rule severely effect the operation
244 DoseTankPump4 off A 0:47:20 0:03:49 Rule of your onsite system and will
245 AlarmLight off A 99:59:59 0:00:04 OFF
246 AudibleAlarm off F 0:02:31 0:00:00 Ovr/Const not allow the TriNet Logic to
247 control a particular point.
248
249
250
25 e
252 Not 40
253
254
255
256 • If a mistake is made while
changing a parameter, press
Choices: A(auto) O(on) F(off) C(const) P(point) T(timer) N(num) M(menu) ESC.
• The point numbers can be
toggled on/off by pressing the
letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
point number and press
Enter.
To Force a Digital Point Off
When a point is forced off, the TriNet Logic for that point is overridden. The point will no longer use the
TriNet Logic to determine its state. The point will continue to stay off until it is returned to Auto(A)
state.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "F" and immediately press Enter.
In this example, point #246, `AudibleAlarm', will be manually turned off. The audible alarm on the
panel will stay off until an "A" is entered at point #246.
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WARNING A
• Changes to parameters must
be made between screen
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:08 updates or they will not be
Dose Tank settings saved. (This can be avoided
by pressing the Enter key
Pt# Description Value Sts CurTm PrevTm why? immediately after a letter is
65
66 Pump3Flow 30.0 GPM A 30.0 entered in the"Sts"column.)
67 Pump4Flow 30.0 GPM A 30.0
69 69 Note
70
71
72 Pump3HiAmpLimit 12.0 Amps C 12.0 • If factory default settings
73 Pump3LoAmpLimit 8.0 Amps A 8.0 need severe adjustments, the
74 Pump4HiAmpLimit 12.0 Amps A 12.0
75 Pump4LoAmpLimit 8.0 Amps A 8.0 operator should contact
76 Orenco Systems, Inc. to
77 Pump3On&Wait off A 2:13:33 0:03:56 OFF implement changes.
78 Pump4On&Wait off A 0:41:26 0:03:37 OFF
79
80 • If a mistake is made while
Enter constant value (+_xxx.x or Label): 14.0 changing a parameter, press
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu) ESC.
• The point numbers can be
toggled on/off by pressing the
letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
point number and press
Enter.
To Override a Numeric Point Value
Points that can be overriden are usually found on the setting page and contain a numerical label (e.g.,
mins, hrs, GPM, etc.). Overriding a numeric value will cause the TriNet Logic to adjust and implement
changes.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "C" and immediately press Enter
3. Enter the new constant value, press Enter.
In this example, point #72, `Pump3HiAmpLimit', will be changed from 12.0 Amps to 14.0 Amps.
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WARNING A
• Changes to parameters must
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:36 be made between screen
Digital Outputs updates or they will not be
saved. (This can be avoided
Pt# Description Value Sts CurTm PrevTm Why? by pressing the Enter key
241 RecircTankPumpl off T 0:01:03 0:00:38 Rule immediately after a letter is
242 RecircTankPump2 off A 0:04:15 0:01:36 Rule entered in the"Sts"column.)
243 DoseTankPump3 off A 2:41:10 0:04:07 Rule
244 DoseTankPump4 off A 1:09:03 0:03:49 Rule
245 AlarmLight off A 0:21:25 0:00:11 OFF
246 AudibleAlarm off A 0:24:14 0:00:00 Rule
24
248 Note 400249
250
251 • If a mistake is made while
252 changing a parameter, press
253 ESC.
254
255
256 • The point numbers can be
Enter Override Time (hh:mm or xxx secs): 120 toggled on/off by pressing the
Choices: A(auto) O(on) F(off) C(const) P(point) T(timer) N(num) M(menu) letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
point number and press
Enter.
To Override a Point for a Specified Time
This procedure overrides the TriNet Logic and changes the value of a point for a specified period of
time and then returns it to the previous value. This can be used for both digital and numeric values.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "T" and immediately press Enter.
3. Type "0" (on), "F" (off), the desired numeric value or the label, and press Enter.
4. Enter the length of Time (if seconds are needed, enter the number of seconds, such as, 120), if
minutes or hours are needed, enter value with a colon, (such as, HH:MM); then press Enter.
In this example, point #241, the RecircTankPumpl', will be turned on for 120 seconds; then it will
revert back to its auto value.
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System Status Menu
A point can be evaluated in detail using the menu option on the choices. The rules for the point can
be displayed. The type of information presented is useful for various troubleshooting procedures. The
cursor must be placed in the "Sts" column of the point for evaluation. Common functions are as
follows:
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 16:22
Nate •
System Status
Pt# Description Value Sts CurTm PrevTm Why? • If a mistake is made while
1 AlarmStatusRec LowLvl M 0:0:10 0:59:59 P17 entering a choice, press ESC.
2 PumpModeRec OFF 0:01:10 0:01:36 P18
3
4 RecFlowToday 14769 Gal P91 • The point numbers can be
5 toggled on/off by pressing the
6 AlarmStatusDose OK 99:59:59 0:00:56 P33
7 PumpModeDose PUMPOFF 0:42:28 0:03:53 P36 letter"N"and Enter.
8
9 DoseFlowToday 1437.0 Gal P107 • To see a specific point, press
10 "P"and Enter. Then enter the
11 AlarmStatGrease OK 99:59:59 0:00:00 "OK
12 point number and press
13 AlarmStatSeptic OK 99:59:59 0:00:00 "OK Enter.
14
15
16
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu)
To View Details of a Specified Point
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
evaluated.
2. Type "M" in the "Sts" Column and immediately press Enter.
The current value of the selected point is displayed.
WARNING A
LO Ok Std SYSTEM STATUS MENU
• The options on the System
Status Menu not described in
Point# 1 (AlarmStatusRec) is now: LowLvl this manual are not for an
A) Explain the Point Value operator's use. Changing
information on these pages
B) Page Select Menu K) Analog Input Display may void the warranty.
C) Time Program Display L) Analog Output Display
D) Holiday Display M) Digital Input Display
E) Optimizer Display N) Digital Output Display Note 40
F) Rule Display 0) Point Timer Display
G) Enter/Edit Time Program V) Network Values Display
H) Enter/Edit Holiday Q) Alarm Log
I) Change Time/Date S) Activity Log • If a mistake is made while
J) PID Logic Display U) User Log entering an option, press
W) Sequencer Display T) Composite Time Prog Disp
ESC.
R) TRINET Run Mode Menu P) TRINET Program Mode Menu
• Pressing the ESC key at
anytime will return to the
previous screen.
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Explain the Point Value (A)
This option will describe the program logic that is currently responsible for the point's valvue. All other
value possibilities are listed.
POINT VALUE EXPLANATION
THU 3/1/01 11:34 Std
Point# 1 (AlarmStatusRec) is now: LowLvl
DUE TO Rule 119 Note ,
Logic that exists for this point: • If no data is available, a
Rule Changes Point message of"No Data to
Used by Rule Report"will be displayed.
Point Definition Default
• Pressing the ESC key at
anytime will return to the
previous screen.
Press any key to continue • Pressing the ESC key at
anytime will return to the
previous screen.
Rule Display (F)
The rules for the point can be displayed. The rule controlling the point will be displayed first. The
other rules that apply to the point can be displayed by repeatedly pressing the Enter key.
LO Ok Std CONTROL RULE SUMMARY
POINT: 1 (AlarmStatusRec) {LowLvl } RULE: 119 {true}
-- IS --
"LowLvl Nate: •}
-- IF --
P35 (BottomFloat) {OK} _ "OK
-- AND --
P179 (RO) {off} = OFF • If no rules are controlling a
point, a message of"No Rule
Applies!"will be displayed.
• Pressing the ESC key at
anytime will return to the
previous screen.
LIST RULE # (1-256) : 0
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Change Time/Date (I)
The time and date are used in the programing, so it is necessary for the VCOM panel to have the
correct time and date. The clock is 24-hour and does not require AM or PM.
40
LO Ok Std SYSTEM DEFINITIONS Note
• TriNet's date format is
mm/dd/yy.
Current Date: 2/21/01 • The clock must include the
Current Time: 15:42 colon between the hour and
Standard/Daylight Time(S,D) : S
minutes.
• Define whether the current
setting is standard time (S)or
daylight savings time (D).
• Press the TAB key to switch
between fields.
• Press the Enter key to save
the changes.
Input & Output Displays (K-N)
These pages will display the current values for the analog/digital inputs or outputs.
TRINET V4.16E ANALOG INPUT REPORT 2/21/01
15:44
# Description Status
1 PumplCS 11.3 Amps
2 Pump2CS 0.0 Amps
3 Pump3CS 0.0 Amps
4 Pump4CS 0.0 Amps
5 Not Used
6 Not Used
7 5 VDC PS 5.0
8 24 VDC PS 23.8
Press ESC to cancel, or any other key to continue
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Logs (Q,S,U)
These pages will display the activity log, alarm log, or user log.
The activity log will report input or output activity with a date and time stamp. To view an activity log,
the cursor must be on the digital input/output to be monitored before entering the System Status
Menu.
The alarm log will report any PC board failures (e.g., low battery, power failures).
The user log is where the programming data is reported (e.g., level alarms, daily pump run times,
etc.). The user logs will be separated into individual pages. This menu is where user log numbers
can be determined and viewed before downloading.
TRINET V4.16E ACTIVITY LOG REPORT 2/20/01 16:53
POINT 245 (AlarmLight) ACTIVITY DATA
ACTIVITY logged: Start Start End End
Cause of Activity Item Value Date Time Date Time Note 40
PT-ON ,AlarmLight 245 on 2/20/01 12:14:40 2/20/01 12:14:51
• If no data is available to
report from the logs, a
message of"No Data to
Report"will be displayed.
• Pressing the ESC key at
anytime will return to the
previous screen.
Press ESC to cancel, or any other key to continue
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Maintenance Log
Any changes or adjustments to the system can be manually logged for future reference.
LO Ok Std RUN MODE MENU V4.16E
1) System Status Displays
2) Maintenance Log Entry
3) Maintenance Log Report
4) Expanded Reports Menu
5) Enter a Password
6) Initiate a Call Back
P) TRINET Program Mode Menu
C) MODEM OFF-LINE (Hang up)
Entering Maintenance Notes
1. Press "2" from the Run Mode Menu.
2. Type the desired note.
3. Press Enter.
LO Ok Std MAINTENANCE LOG
Nate
• Notes cannot be over 50
characters.
User Name: sammyT
Date/Time: 2/8/01 11:26:18
Notes: everything looks OK
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Viewing the Maintenance Log Report
All the maintenance log entries can be viewed.
1. Press "3" from the Run Mode Menu.
2. Select "A" for Report Format.
3. Select "A" for Transmission Format.
4. Press Enter.
5. Type "Y" to pause after each screen.
6. Press Enter to generate report.
TRINET V4.20M MAINTENANCE LOG 2/23/01 14:41
Date Time User name Notes
2/1/01 12:47:36 OSI Recirc OVRTimer on/off to 75min/60sec
2/8/01 11:26:18 sammyT everything looks OK
Press ESC to cancel, or any other key to continue
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22
Retrieving Logs
To download various logs (i.e., user, alarm, or activity) from the panel, follow the steps below.
LO Ok Dls RUN MODE MENU V4.20M
1) System Status Displays
2) Maintenance Log Entry
3) Maintenance Log Report
4) Expanded Reports Menu
5) Enter a Password
6) Initiate a Call Back
P) TRINET Program Mode Menu
C) MODEM OFF-LINE (Hang up)
To Retrieve a Log
1. Press "4" from the Run Mode Menu.
LO Ok Dls EXPANDED REPORTS MENU
1) Activity Log Report
2) Alarm Log Report
3) User Log Report
4) Digital Output Summary Display
P) TRINET Program Mode Menu
R) TRINET Run Mode Menu
2. Select the desired report that you would like to retrieve by pressing the corresponding letter from
the menu option.
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LO Ok Dls ACTIVITY LOG REPORT Note
* The file will be downloaded
to the specified path with
the specified file name.
Report for which point (1-480 or 0 for all)? 1
* If the file is saved in a .txt
Report format (A for ASCII, D for DIF)? D format,then it can be easily
accessed with any text
editor(e.g., MS Word,
Transmission format (A for ASCII, X for X-Modem)? X
WordPad,etc.).
* If the file is saved as a.dif
format, it can be easily
accessed in Excel.
* Once the`Start X-modem
Transfer' prompt appears,
the system allows the user
1 minute to click on the
Receive File.
3. Type the point/log number, press the TAB key.
4. Type "A" for an ASCII report format (for text editor)* or "D" for a DIF report format (for excel file)*;
then press the TAB key.
5. Type "X" for X-Modem transmission format.
6. Press Enter.
You will be prompted to start the transfer.
°�;test-HyperTerminal
File .Edit"Vie. Call Transfer Help
„ _Send File;.
7. On the Transfer menu, click on Receive File. RecelveFile
Capture Text—
Send T esi Frye..;
Capture c
ko Printer
LO Ok Std
Start Xmodem transfer. . .
Receive File ilk F
Place receved He the fallowing folder. •
8. Enter a path on your local drive to C\DATAI Browe,
receive the report (e.g., C:\Data). Use vingprotocol:
9. Select Xmodem from the receiving protocol option. Xmodem
10. Click on Receive. Cancel
K F�n !llNsllu;' �llll) JJJJJ% u l
Xmodem never sends a filename,so you must specify a
filename for storing the received file
11. Enter a file name (e.g., recircdata.dif)*. Felder C WINDOWS Desktop
12. Click on OK. Filename:)reciicdala.dif
DK Cancel
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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Operations and Maintenance
Sanitary Wastewater Treatment
& Disposal System
For
Trump National Golf Course WWTF
Iredell County, NC
Prepared for:
TCW Wastewater Management, Inc.
5600 Lakeview Road
Charlotte, NC 28269
June 16, 2022
cARoz
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Table of Contents
Operations and Maintenance
Sanitary Wastewater Treatment & Drip Dispersal System
Trump National Golf Course WWTF
Section Title Pages
I Drip Dispersal Dosing Procedures 3-5
II Treatment Plant Troubleshooting 6
III Emergency Operations 7
IV System Maintenance 7
V System Monitoring 10
Trump National Golf Course WWTF 2
Operations and Maintenance Sanitary Wastewater Treatment& Disposal 5/3/2022

DRIP FIELD DOSING PROCEDURES
A. GENERAL PROCEDURES - The primary concern regarding drip field dosing
procedures is to minimize the risk of hydraulically overloading the soil. The soils have
a certain capacity to absorb water. When this capacity is exceeded, the soil becomes
saturated and surface run-off can occur. The application procedure for the system at
Creek Stone has been designed to minimize the possibility of surface run-off and
groundwater contamination.
B. ALLOWABLE LOADING AND APPLICATION RATES — The hydraulic loading
rate is the volume of water per day or week, which is applied to the soil. Soil hydraulic
conductivity is optimized when soils are maintained in an unsaturated condition.
Therefore, a drip field dosing scheme utilizing smaller more frequent doses is
preferred. An initial dosing scheme of 3 doses per day per zone is planned.
C. ELECTRICAL/MECHANICAL MALFUNCTIONS —Depending on the severity of
the malfunction, the following actions should be taken:
1. Evaluate the malfunction and isolate the problem if possible.
2. If the problem can be isolated, continue operation while making repairs.
3. Shut down the AXMAX or drip field dosing system if the problem can not be
isolated.
4. Store water inflow in the surge tank or treated effluent storage pond until the
malfunction is corrected.
D. FLOW MEASUREMENT — The flow meter provided for Creek Stone wastewater
treatment facility operates on the principle that when liquid flows through the pipe, the
paddle-wheel is set in rotation inducing a frequency in the transducer which is
proportional to the flow. The transmitter component converts the measured signal and
displays the actual value. The device will be calibrated at start-up by specifying the
appropriate K-factor setting. The flow meter should be cleaned annually. The
following may occur on occasion.
PROBLEM PROBABLE CAUSE POSSIBLE CURE
1. Flow meter shows a. Meter clogged a. Remove debris
inaccurate reading
E. DRIP FIELD— The drip field is designed to provide equal distribution of effluent to
each zone and each lateral and emitter within zones. The entire drip field area should
be walked each month to observe potential problems and initiate corrective action as
needed. The following are potential problems, causes and corrective actions:
Trump National Golf Course WWTF 3
Operations and Maintenance Sanitary Wastewater Treatment & Disposal 5/3/2022

PROBLEM PROBABLE CAUSE POSSIBLE CURE
1. No flow in drip field, a. Pumps need repriming a. Open volute case,
pumps running check priming ports
b. Clogged or worn b. Open volute and
impellers clean impeller
c. Suction line or foot c. Clean foot valve
valve strainer clogged strainer
2. High or Low flow a. High flow a. Check fields and
mains for broken
lines and repair
b. Low flow, clogged b. Check field lines
field lines and flush if needed
c. Low flow, pump c. Check and replace
impellers damaged or pump impellers
F. PUMPS AND MOTORS—DRIP FIELD DOSING TANK
PROBLEM PROBABLE CAUSE POSSIBLE CURE
1. Bearing overheating a. Misalignment a. Realign motor
b. Too much tension b. Reduce belt tension
in belt line to a point adequate
c. Excessive end thrust c. Reduce thrust from
drive machine
d. Too much grease in d. Remove grease
bearing until cavity is 3/4
filled
e. Insufficient grease in e. Add grease until
bearing cavity is 3/4 filled
f. Dirt in bearing f. Clean bearing and
bearing cavity,
refill to 3/4 fill.
2. Vibration a. Misalignment a. Realign motor
b. Rubbing between b. Eliminate cause of
rotating and stationary parts rubbing
c. Rotor out of balance c. Have rotor balance
checked and repair
at local repair center
d. Resonance d. Tune system or
contact local
service center
3. Noise a. Foreign material in air a. Remove rotor and
gap or ventilation foreign material.
Trump National Golf Course WWTF 4
Operations and Maintenance Sanitary Wastewater Treatment & Disposal 5/3/2022

openings Replace rotor, check
insulation integrity
and vent openings
4. Growling or Whining a. Bad Bearing a. Replace bearing.
Purge and replace
grease.
5. Motor Fails to Start a. Usually line trouble a. Check source of
such as single phase power supply, fuses
controls.
6. Excessive Humming a. High voltage, eccentric a. Check input voltage
air gap. And for proper
connections.
7. Motor overheating a. Overload, compare actual a. Check for excessive
amps to nameplate friction in motor or
rating drive equipment.
Reduce load or
Replace motor with
Unit of greater
capacity.
b. Single-phasing b. Check current, all
phases, should be
approx. equal
c. Improper ventilation c. Check external
cooling fan to be
sure air is moving
properly
d. Unbalanced voltage d. Check voltage, all
phases
e. Rotor rubbing on e. Check air gap
stator clearance and
bearings
f. Over voltage or under f. Check voltage
voltage
g. Open stator windings g. Check stator
resistance in all
three phases for
balance
h. Grounded wiring h. Dielectric test
and repair
i. Improper connections i. Recheck all
connection in
accordance with
wiring diagram
Trump National Golf Course WWTF 5
Operations and Maintenance Sanitary Wastewater Treatment & Disposal 5/3/2022

II TREATMENT PLANT TROUBLESHOOTING
A. ADVANTEX AX-MAX TROUBLESHOOTING — Before conducting any repair work
on the fan or pump, replacing fuses or doing any work on the panel or fan module, switch the
main power panel switch to "OFF" and follow applicable "lock out" or "tag out"
procedures.
FAULT POSSIBLE CAUSE CORRECTIVE ACTION
1. Fan not working a. Power failure a. Check fuse and replace if
necessary
b. Fan motor failure b. Check wiring and terminal
connections. Replace fan
if necessary.
2. Dosing pump not a. Power failure a. Check circuit breaker
working b. Pump not submerged b. Check that pump is fully
submerged
c. Timer control failure c. Check that power switch is
ON. Replace timer if
Necessary.
d. Pump failure d. Replace pump
3. Excessive build a. Plant overload a. Check that hydraulic and
up of biomass organic load are within
design limits.
4. Elevated solids a. Excess shedding of a. Investigate and eliminate
biomass from media source of biorilm poisoning
such as bleach, disinfectant,
acids, etc.
5. Odorous a. Inefficient treatment a. Check that dosing assembly
sprinkles evenly over media
surface. Clean dosing
assembly
b. Inadequate air supply b. Check fan and air intake.
See fan not working above.
Trump National Golf Course WWTF 6
Operations and Maintenance Sanitary Wastewater Treatment & Disposal 5/3/2022

III EMERGENCY OPERATIONS AND FAIL SAFE FEATURES
A. GENERAL— Situations may arise that require special action on the part of the
operator. Equipment outages and failures may require alternate treatment of the
wastewater and/or require bypassing some component. The facility is designed so that
temporary equipment failures will not adversely affect performance.
B. ALARM SYSTEMS — Any malfunction in the drip field, surge tank or power supply,
will be monitored by the controller. Such conditions will also page the site operator
through an auto-dialer and remote telemetry. With one day surge tank capacity on the
influent side and 1 month of storage capacity for treated effluent, this provides ample
response time. Manual operation may be done during these alarm shut downs.
However, automatic operation will only resume upon repair of the malfunctioning
component.
C. RAIN SENSOR — In the event of rain, the rail sensor will cause the pumps for dosing
the drainfield not to operate until the sensor calls for the pumps to operate again. If
effluent is not able to be dosed for an amount to time, effluent will spill over to the
basin for storage.
IV SYSTEM MAINTENANCE
MAINTENANCE ORGANIZATION — Discussions are currently underway with
several North Carolina certified operators to provide ongoing maintenance and
monitoring services for this facility. AQWA, Inc., which currently operates treatment
facilities across the State, will provide training to operator personnel and may provide
some ongoing maintenance and operation services if needed.
MAINTENANCE TASKS & SCHEDULE —Routine maintenance will be performed
monthly. It is estimated that up to 96 man hours per year of onsite time will be
required for routine maintenance, monitoring and sampling activities. A minimum of 6
hours of time on site is typically required for proper scheduled system monitoring and
maintenance. The following details the maintenance tasks to be performed and records
to be kept:
Advantex Monitoring Checklist Figure 4
Drip Field & Dose Tank Monitoring Checklist Figure 5
Trump National Golf Course WWTF 7
Operations and Maintenance Sanitary Wastewater Treatment & Disposal 5/3/2022

ADVANTEX MONITORING CHECKLIST
Date Inspected By Time
1. Odor around the site? Y/ N Mild: Medium: Strong:
SLUDGE LEVEL IN TANKS: ACCUM.SLUDGE FLOATING MAT
FLOW EQ TANK: !I
UNIT#1 UNIT#2 UNIT#3
2. Sludge Depth
3.Air Vents
Is air passing through? Y / N Y / N Y / N
Is the fan operating? Y / N Y / N Y / N
4. General
Any external damage? Y / N Y / N Y / N
Are locks secured? Y / N Y / N Y / N
Any filter flies? Y / N Y / N Y / N
Locks/Latches/Gaskets OK? Y / N Y / N Y / N
Water in fan box? Y / N Y / N Y / N
If so,drain.
5. Biomass Characterization
Color of biomass
(1-white,2-white/grey,3-grey,4-grey/brown,5-brown,6-red/brown,7-black, 8-other)
Thickness of biomass
(1-light,2-medium,3-heavy)
6.Nozzle Spray Pattern
Does spray cover entire Y / N Y / N
surface are of media?
If not,then clean nozzle with a bottle brush.
If still not spraying properly,remove nozzles and soak in a bleach solution.
Figure 4
Trump National Golf Course WWTF 8
Operations and Maintenance Sanitary Wastewater Treatment& Disposal 5/3/2022

DRIP FIELD & DOSE TANKS
Monthly MONITORING CHECKLIST
Date Inspected By Time
1. Record flow by zone.
Zone Current Reading Last Reading Flow This Period
1
2
10
2. Inspect pump assembly and check for excess vibration or temperature.
Done Not Done
3. Clean pumps if necessary. Done Not Done
4. Check tanks for sign of leakage. Leakage found Not found
5. Walk drip field area for sign of water surfacing or ponding.
Ponding found Not found Action taken
6. Grass cutting required not required Done Not Done
Figure 5
EQUIPMENT & TOOLS — To properly perform maintenance and monitoring activities,
specialized tools should be kept on hand. The following is a list of tools, supplies and
equipment recommended for maintenance and monitoring staff:
Description Quantity
pH meter 1
Shovel 1
Crescent Wrench 14 inch 1
Pipe Wrench 18 inch 1
Socket and Ratchet Set 1
Pair of pliers 1
Screw Driver Set 1
D.O. Kit 1
Claw Hammer 1
Sledge Hammer 1
Needlenose Pliers 1
Channel Lock Pliers 1
Flash Light 1
Extension Cord 100'
Sump Pump 1
Sludge Judge 1
Sample Rod 1
Trump National Golf Course WWTF 9
Operations and Maintenance Sanitary Wastewater Treatment& Disposal 5/3/2022

IV. MONITORING PROGRAM & REPORTS — Preliminary, final monitoring program
and reporting parameters will be determined at the time of final permit issuance.
A. Log reports of all maintenance/monitoring checklists will be maintained on site.
Maintaining accurate records is crucial to maintaining proper system operation and
identifying/correcting problems quickly. These records are also important to
communication among and between operators and maintenance personnel, in addition
to meeting requirements of the North Carolina Department of Water Quality
B. Monthly Effluent Sample Reports — Effluent samples are to be taken in accordance
with the monitoring and reporting guidelines outlined in this section. Figure 12
illustrates the sample report to be completed monthly.
MONTHLY INFLUENT/EFFLUENT SAMPLE REPORT
FACILITY: Trump National Golf Course WWTF
LOCATION: Iredell County, North Carolina
DATE: TIME:
FLOW (MGD):
LABORATORY ANALYSIS Method Results
BIOCHEMICAL OXYGEN DEMAND (5-Day):
INFLUENT (Surge Tank)
EFFLUENT (Dose Tank)
SUSPENDED SOLIDS IN MG/L:
INFLUENT (Surge Tank)
EFFLUENT (Dose Tank)
pH, Standard Units
FECAL COLIFORM IN COL./100 ML
TOTAL NITROGEN IN MG/L
SIGNED BY REPORTING PERSON:
Figure 6
Influent samples shall be taken from the surge tank. Effluent samples shall be taken from the drip
field dosing tank utilizing a sample rod lowered into the tank and placed approximately 12" above
the bottom of the tank. Samples taken for laboratory analysis will be immediately placed in an
iced cooled container and kept on ice until delivery to the lab for analysis. Delivery to the lab will
take place no later than within 24 hours from the time of the first sample taken. A chain of
custody will be maintained as part of the sampling documentation.
Trump National Golf Course WWTF 10
Operations and Maintenance Sanitary Wastewater Treatment & Disposal 5/3/2022

Continuous recording measurements are required for effluent flow monitoring. The propeller
meter included as part of the hydraulic unit dosing the drainfield provides continuous recording
measurement.
C. Quarterly Reports
1. Groundwater(if Required) - pH standard units
Nitrate-Nitrogen
Fecal Coliform bacteria
Groundwater samples will be taken from all monitoring wells utilizing a sample rod to be lowered
to the bottom of the well. Equipment must be cleaned prior to sample collection. If the same
equipment is used for sampling multiple wells, equipment must be cleaned before each new
sample is taken. Samples will be labeled corresponding to the well location from which samples
are drawn. Groundwater monitoring reports will be completed and submitted as shown below.
GROUNDWATER MONITORING REPORT
FACILITY: Trump National Golf Course WWTF
LOCATION: Iredell County, North Carolina
DATE: TIME:
REPORT (circle applicable) Monthly Quarterly Annual
WELL A WELL B
DEPTH TO GROUNDWATER (Ft.)
pH, Standard Units
Electrical Conductivity
NITRATE—NITROGEN
FECAL COLIFORM
SIGNED BY REPORTING PERSON:
Figure 7

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►M1iWw.oretfco co 7!

;;.`: MANUAL
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TREATMENT SYSTEMS
Abut Orenco
Since 1981,Orenco Systems',Inc.has researched,designed,and manufactured leading-edge
decentralized wastewater treatment technologies.We are one of the nation's leading manufacturers and
suppliers of equipment for the collection and treatment of wastewater,At Orenco,we specialize in the
manufacture of complete treatment systems for residential,commercial and community applications.
Wastewater collection and treatment is our only job.When you purchase an Orenco system,you can be
confident you have chosen the best equipment available.
Assistance
In addition to providing quality equipment,Orenco prides itself on its outstanding customer service and
technical assistance.Should you have any questions regarding your system,components,instructions,or
this O&M Manual,please contact us for assistance.Please include the name and location of your project
or system with any correspondence,so we can quickly respond to your request.
When Your Equipment Arrives
Inspect your order for completeness and inspect each component for shipping damage.Check to be
sure that the instructions and items supplied comply with your state and local regulations.Carefully
read and follow all instructions.Be aware that improper system or component installation may void
warranties.
System Operators
To get the most from your Commercial AdvanTex Treatment System,we recommend that operation and
maintenance functions be performed by an operator trained by Orenco on AdvanTex Treatment Systems.
If you do not have a trained operator for your system or you would like more information on Orenco's
operator training,please contact Orenco at(800)348-9843 or 1 [phone].Or visit us at our
Web site:www.orenco,com/systems/.
A114-011-ATX-4,eev.1.0,11/11 • Copyright Orenco Systemse,inc.Property of Orenco Systems,in Go not reproduce or d=stribute without written author:Wa;lon from Orenco.800.348-9843

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<.::<:;.<::;:'.:..:::::...::.':; ,:.;.:::!.,'�A��iVl�X :::�4ND:;.A JC-M[7�3 J�,E ::.:T:RE AYMEiVT:.:'.5 Y�T�MS::::.;:.:'.::::::::.::'.:..;::::.::-;::::';'.:;:::
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Introduction Quarterly Maintenance 17
About Orenco 2 Semi-Annual Maintenance 17
Assistance 2 Annual Maintenance 18
When Your Equipment Arrives 2 Biennial Maintenance 18
System Operators 2 Corrective Maintenance 19
High Liquid Level
About the Aduanlex® AX-Max M and Low AX-Mobil&M " reatrrfent SSystemsiquid aevelalarm 2n
Alarm 1s
Level
Primary Tankage Removing&Replacing Inoperative Floats 20
Equalization Tankage Removing&Replacing inoperative Pumps 20
Anoxic Tankage 4 System Performance and
Treatment Units 4 Nitrogen Reduction Process
Second-Stage Units 5 System Performance 21
Start-Up & OperationNitrogen Reduction Process 21
IntroductionSigns of Effective Nitrogen Reduction 22
6
Roles and Responsibilities 6 Performance Indicators of Nitrogen Reduction 22
Safety Precautions 6 Troubleshooting Effluent Quality
Recommended Tools and Equipment 6 Troubleshooting Effluent Quality 23
Pre-Start-Up Inspection Points 7 Poor Effluent Quality 23
Start-Up&Operation Inspection Points and Steps 7 Odor 23
Control Panels 7 Effluent Filter or Biotube®Filter Clogging 23
Primary Tanks 8 Oily Film 23
Equalization Tanks 10 Foam 23
Pump Operation for Primary and Equalization Tanks 10 Troubleshooting Nitrogen Reduction
Pump Amperage Chart.. 11 Troubleshooting Nitrogen Reduction 24
TankTimer Settings 12
AdvanTee Treatment Units 12 Notes 26
Housekeeping 14
O&M Binder Appendices
Maintenance Warranty and Materials Last A
Record Keeping 15 Installation Instructions and
Tools,Equipment,and Spare Parts 15 Field Maintenance Report Form B
Routine Inspection and Maintenance 15 Submittals and Technical Data Sheets C
Repairs 15 Pump Repair Manual D
Personal Hygiene and Cleanup 15 Automatic Distributing Valve Manual and Booklet E
Preventive Maintenance 16 Control Panel F
Scheduled Maintenance 16 Material Specifications G
Scheduled Maintenance Reference Chart 16 Design Criteria H
Monthly Maintenance 17
+.ropyrghi 0,enco Systems°,Inc-Property of Orenco S'ystemso,.ec-Do not req'oduoe or distribute without vrritten autherrgtion from Qreoca:800.348-9843. o AIM-0M-ATX-4,Rev.1,0,11111

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Primary Tankage Equalization Tankage (if applicable)
The primary tank is an enclosed,watertight receptacle designed to collect Equalization tanks are used in systems with large surge volumes or great
wastewater:segregate settleable and floatable solids(sludge and scum); variability in daily,weekly,or monthly flows.Their design and operation are
accumulate,consolidate,and store solids;digest organic matter;and generally similar to that of primary tanks and they generally contain similar
discharge heated effluent. components as well.
W Anoxic Tankage
Ill, In some cases,an anoxic(low oxygen)tank may be required for enhanced
der€it-ificaton.The anoxic tank enhances the denitdfication of AdvanTex
filtrate.It is sized based on the design flow of the system and can be
I
Mr located before or after(pre-anoxic or post-anoxic)AdvanTex treatment in
rii! tie treatment train.ScuOt tayer
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.................... ..... ..
................. ::..........:........:.:.
dr� The anoxic tank provides an ideal environment for carbonaceous microbes
.. . r
;' -< to reduce nitrate to nitrogen•,gas(denitrification)in the AdvanTex filhate
4;e7'7,3.... i
{ returning from the treatment unit.The harmless nitrogen gas is released
freely hack into the atrnospi:ere.
Clear zone .
Treatment Units
Treatment t
The AdvanTex Ax-Mar and Ax-Mobile Treat ..n�m Units are a rn.�lt€pie-
. l, •:
;�'�,•Y.;.
Idesigned
pass:packed-bed,aerobic obic wastewater treatment tm nt technology nology specifically cific all y
desi ned andengineered forprocessing ef domestic-strength thwastewat wa
stewater
to o
:qµMa ; ` r•-== • �m � Y:Sl � �ntri?rt'Y '�az-s 'r �ti{ x, �:,, �� . r�,�.�,< :;�: "better than secondary'treatment sar�ards.Typical unit configurations for
:y :r' � pa: �yrr d .�� =' r��s =-u s.�'"i:.sY,. r..s . r�� - PC-Max and Ax-Mobile units include a recirciblend rtanher,a rec r f€lt ato
r
chamber,and an AdvanTex textile media fita r.
The AdvanTex textile media filter is located above the reciro/blend chamber
` tea ; :,,,``•",'„'•. ^ �: r:...:, :: `::•:-
In the primary tank,wastewater separates into three distinct layers:a i ,^ A° ; fg. t: * '
y . =
floatrtg scumlayer,a bottom sludge dyer,and a clear zone in between, a•; "1, ,'Z A
'.mac:=:� : ., r.- , -; ' `5.;':
With is relatively free of large solid.i3Oi](biochemical oxygen demand) 1 : r.. .:t..�.Vim„,.. ,., s x' :f
removals of greater than 65 percent and TSS total suspended solids .3 ,`'fi'
removals of grease than 70 percent arepassivepry ,.:. `t' "
r rce t easily accomplished byte ��.-% �:�' �' � •� =r=
treatment n provided in the primary irk.An effluent filter or pump p : ,�
p totpt m vault Wi''= ' '' 4-. :- , -
y�• �{ � �,u'��;•�,��:,,,is•�_, „. .,�,y�.: ;,. -
alicn s liquid effluent from the clear zone to be transported to the next step :, '' �• •o� _1._ ...• ;w:� a ,
in the treatment process.
VLW. .._... - 41 .t5g n•..•:��'..•...:^-�: �.:'�.:::`.••.; YT�_
-. '.c'Nut.0'- ."3[s "? :-•c• :. �..; Ard•..:.'.'
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err....�`��%z` --- .. ��: _ — f-�Z�:.y..
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A typical treatment system with AdvanTex Ax-Max or AX-Maul `, '" :,:
Treatment Units uses one or more Orenco°T-Max""primary tanks in "''
parallel or series,depending on the size of the system,to provide passive
primary wastewater treatment Then the liquid effluent is transported and rr cirt filtrate chamber.A tmer-controlied ont�olled pump applies blended
to the recirculation/blend amber of the AX-Max on Ax Mobile unit, effluent from the reciroiblend chamber onto the AdvanTex filter media.The
either€y gravity through an effluent filter or by pump,through a pump filtered effluent percolates down through the media and into the recirc:J
vault.Depending on the system configuration,the primary tank may blend chamber and r€ irctfi€trite chamber. tis design reduces thewaste
preceded by a grease interceptor tank.For some Alt-Mobile applications, strength applied to the AdvanTex filter by mixing primary treated effluent
primary tankage is incorporated right into the treatment unit. with AovanTexfiltrate.
Aih£-OVA-ATX•4,Rev.1.0,11/1 t • CoprI1ht Oren co Sys€erose,inc.Property e€Orenco Sysiems'e,lno.Do not repralr ee or distr:;?;tie without written auttsceitation from Oronca:8QC-345-9843,

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i AX :MAX.•• AND AX M.OB1L:E T::Ri A•TMENT S.YST;EM"S
,.,,,,,. ..,.. „., , ,. • • v •••c•lvfith.or...%•;44".•%:„... - • •4,A44,4vrw••4 • ,'••-- --46,..1, r.45a. • , . olik
• •""-.100,...ws,•iirs#, D0,-". kVIVIXWM'Itftt.._...V.:;:lffr4aTPWf.51r1:r,#Xt.• i'*;'..,W, ••'....:.,.,.
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The textile media has a large surface area and void volume for free flow of After percolating through the media,the filtrate is then distributed into
oxygen.Wastewater percolates both through and between the textile media. both the redarc/blend chamber and the recircifiltrate chamber.As it fills the
A visible biological film normally develops on the filter media within a few recirt'filtrate chamber,the effluent is either allowed to flow back into the
days of the system start-up.Inside the filter,aerobic conditions exist that recirc/blend chamber(during low flow conditions)or discharged to tertiary
are ideal for immediate biological reductions in BOD and TSS.Microbes treatment or final dispersal.
for nitrification(the process of converting ammonia to nitrates)also begin
to develop in The filter within four to six weeks,depending on temperature. Second-Stage Units
Warmer temperatures will help nitrifying bacteria to develop saner.The Second-stage AX-Max and AX-Mobile units are used in systems requiring
nitrification process will depend on temperature and alkalinity. advanced ammonia removal or polishing after a post-anoxic denitriricatian
process.Their design and operation are the same as other AX-Max and
AX-Mobile units.
AX-Max and AX-Mobile Secondary Treatment Unit Components:Typical Configuration
:.........:.::
T
�... .,.. : gym` � -<i >':' ;i .
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.
eo
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lfc
fia
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rs ( , m r n.. a-
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,:•:..-":;fill
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1
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ik.. S
of^ d
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"' � 9 te tms V t::t? r _ SrWn owr '. 3{ .a.I•„ : � � z wn�ti :
i. �•ry }Yra
s rgS1. =i- ;r.. t. ,"I AV`;
•
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Standard Components(AX-MAXI25-21 shown):
e inlet,riot shown 0 Retire-pump chamber QIl AdvanTex textile media
: e Reeirc-blend chamber ®Recirc pumping assemblies ®Recirc-return valve 0 Venttan assembly
0 Tank baffle 0 Distribution manifold 0 Recirc-filtrate chamber e Air inlet
1 0 ltecirs-transfer line 0 Spray nozzles 0 Discharge pumping assembly 0 Air outlet
0 Retire-pump chamber baffle 0 Lateral ball valves e Outlet,discharge ®Hinged lid,typical
Copyright Orenca 5ystemsm,Inc.Property:if Orenco Systems',Inc.Do riot reproduce or distribute w thoc:written auth.or'7atiar:front.7renco:800•348-984,3. • Ailkl-0M•ATX-4,Rev.1,0,11/11

' : AdvanTex® 0
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M, : AX-IVIAX"' AND AX-MOBILE TREATMENT SYSTEMS
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1n roduct on Safety Precautions
This section covers the start-up of an AdvanTex AX-Max or AX-Mobile Before starting up,maintaining,or servicing any wastewater treatment
€reatment System in a commercial application.The formal start-up of system,observe the following precautions for The safety and health of all
an AdvanTex Treatment System should only be performed by trained service personnel working with or around wastewater,effluent,and its
personnel.As a trained member of the team performing the system associated equipment:
start-up,you play a critical role in the operation of the system.The • Wear proper lathing goat covers all parts of the body that will be
decisions made at the time of the start-up will determine the lona-term exposed to wastewater or effluent.
maintenance needs of the system.Regulators,manufacturers,dealers, • Wear personal protection equipment(PPE)such as rubber gloves and
property owners,neighbors.and service providers all rely on a thorough eye protection when handling or touching any equipment components
start-up. that come in contact with wastewater or effluent.
Before you start up the system,please read this entire manual,as well as e Turn off system power at the service entrance panel and set the circuit
the engineering plans,and contact your Dealer if you have any questions. breakers in the panel to their"OFF"positions before removing any
You'll save yourself time and money,and you'll reduce the potential for system components.Use Lock Out/fag Out tags to ensure safety.
follow-up work.For information specific to your system,refer to your • Avoid driving over arty part of the wastewater treatment system unless
detailed engineering plans. it's been equipped to withstand vehicle traffic.if the system is subject
We recommend following the flow path through the treatment train, to possible traffic,put a barricade up to protect the system.
if possible,when performing the system start-up,beginning at the s Take necessary precautions to avoid falling into AX-Max or AX-Mobile
building outlets and ending at the final discharge point.By following this units.
start-up sequence,the treatment train can be effectively inspected for • Do not enter any tank access.Any work performed on the tank should
proper operation and each step in the process can be given systematic
attention. be done from the outside.Gases and/or oxygen depletion in the tank
can be fatal.
Roles and Responsibilities . Properly secure all access lids after all work is complete.
Prior to start-up,the Orenco Representative or AdvanTex Dealer will • Practice proper personal hygiene at all times.
contact the Designer,Installer,and Service Provider to coordinate a start-
up date.The date will be based on a status report provided by the Orenco Recommended Tools and Equipment:
Representative and the availability of all parties.The status report will Start-U p
include,but will not be limited to,verification of leak testing performed The following items are recommended for a smooth.successful start-up:
by the Installer,installation of all equipment,and the availability of power, • A tool kit containing common tools and these additional items:
phone line,and water at the site. — A cordless power drill with i4•in.nut driver and 3. -in.hex-head bit
O The AdvanTex Dealer is expected to be on site and is either — Voltmeter
performing the startup or acting as a coordinator and general
resource during the installation and start-up of the system. — Small electronics screwdrivers
O The Designer is required at the site during start-up to answer -- Wire strippers/cutters
questions concerning site-specific issues not covered in the plans, — Cable ties
timer settings,and float switch settings. — Tape measure
« The Installer is required at the site during start-up to address any -- Adjustable pliers
installation issues that arise.
a A laptop computer with Hyperterminal(PC)or ZTERM(MAC),to
• The Service Provider is required at the site during start-up to interface with the control panel ff the control panel doesn't have a
become familiar with the system,receive training on control panel touch screen.
and treatment system operation,and to learn correct sampling • A copy of the layout and a start-up checklist for the person
techniques for the system.
performing the system start-up.
• Appropriate personal protection equipment('PE)for each person
involved in the start-up.
AIM-OMM-AT%-4,Rev.1.0,11111 a Copytighi On;nso Systems`,ino.Propery of Gre000 Systems',Inc.Do not reproduce on distrtute without v.rittan euthari2ati0n from Grenco:800 348.9843.

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...................:.
X-M AND..:: X- C7[31 E T EA' ME T.':.:SYSTEMS .:::::....:::::':::.::.::.:':,:'.:':..:::=
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Pre-Start-Up Inspection Points • landscaping:Check for landscape features that may cause
0 System layout Verify that the component layout in the plans or maintenance issues:
the system diagram matches the installed system and note any - Trees planted near tanks or on top of tanks
differences between the plans and the installed system. - Trees that could shed snow onto critical components,such as
„;;:;: _ control panels
ii
- . -. - Risers external splice boxes and components covered in bark or
=fi. °' other landscaping materials
S,
.'w. r..: max,„: _n'y =s ...:::.:' "`
,..�, i�� .�r• cult breakers: .t�
� ���' Open the cQrltrG
1
-1X.• +F'
• � �. '"� .,, ,� �u '' anal and make sure _
that all of file circui` = ;3 " 2 a::,6,: x,:
WIr.'6."1-'''',,`-. ."I-•'''''':'..''' '..---'''''''IT'fl''1:-::::t;ligisrit-P'''. ... -. ,
breakers are switched �:.,.�:-; ;,;..:..:..:..::.
:Y to
r,.
- fie,
r:4.
: AF
— a•
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Remove lid bolts and '•''''.",<l
: ,. open all lids, <.. ,,
® Site drainage:Verify that all riser lids,external splice box lids,and -:. ::Y_. •.• 14 . :,
treatment unit lids are level and above grade.Verify that the soil • AX Max or #; ;a:::,; :- :. ':
slopes away from all lids for good drainage. AJ{-Mobile:Verify t -' Vie-•.
o Serviceabrllty:Verify that there is sufficient space between that ail of the shipping
treatment units to fully open the lids on the treatment units,Check materials am removed from the treatment units,if not,remove them
for a useable water source within hose distance of the s ern. at this time.Verify that the lateral inlet valves in the pods are open
`' and the spray nozzle turbines are pointed up.
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Control Panels diagram,contact Orenco at(800)348-9843 or(5410 459-4449 to
The system may have multiple control panels.For AX-Mobile Treatment have a copy e-mailed or faxed to you.
Units,control panels are typically built into the Weatment unit.Identify if 2.Wiring installation: _ r �; R .
there are control panels on the section of the system thatyou are about to ��,==_-' �.c i '.'i ::= ' ` ``
Verify all of the main :w ;. :-.
start upandperform the followingstart-up steps; _ . ,...
F l breakers are in the : "
: ., � : _cow:... ,;~� [
- - •. ;7 ;, "0F"position.Inspect .,
-.�-.: , .. ��' . . the lVI$t { IGi15 :.i•,-::,y:; ';'::::.::;.;:'::'.r': :.
,ir� . giving
y(�/
f .�•id��l ll' t�t:' Q c.'�a:.' yT�.:.,x'.:rip(. :.c•- • �'::
}- in thepanel byI n
� t g 0 �.
" �' �- a light tugall of the
y� a s F.
sy.:
, v I , r , • -qr,C float switch wires,pump wires,pump power lines,and main power
s...... .•....�,.•..:.,...:
^,,•: < ': .,4. lines in the anel.If a wire comes loose,reattach the wire correctly.
:;;:;.�.,>:�x WARN.NG.:Loose wires ccart:cause lnfermrften.tfailtures
; ;-...;,;,,;.....,.:,. �.a.�•I ., .:.•. I. . ...-.. .. :•> �..: EY3liSIS1'BCff Bl C�lf.n aIIf�OvE'f�ili7EfJtC:C1l7f�16(7115G;f7::: ....5 ..
1-'1
:,, ; _.,,, -,-,,:,, M;Y- t. ,;.•- , w �. .- 3.Conduit seat installation Check for crxnduit seals on all conduit
<, „ ',`-;- .,;:T:_mew::.-- connections to the control parcel.
. - * =gym' .......:. `�:
1,Panel documentation:Locate the panel-wiring diagram inside
; .WARNING;railingfo seal the conduitmnay:allow corrosive gas tat ;';;
t corrode a�or cram poems:Orenco recommends conduit seals feral!
the panel and venfy the document matches the document number •
found on the inside of:he front panel door.If you can find the wiring connections to e co trol p•ared to assure proper system.operation
acid component long ev y • ?i;
Copyright Orenco Systems",Inc.Property of Cron o S}steme,Inc.€1a out reproduce or distribute W1:tha.l wrfrten aMorizaiio;:from Oren',-;a'.840-S4B-9843. • AIM-O M•ATX-4,Rev.1.0,11ill

.....::..::
AX-MAX"" .AND AX-MOBILE'"' TREATMENT SYSTEMS
4.Power supply voltage:Make sure the panel breakers are switched • On MVP,Simplex,and Duplex panels,turn on the control ciroilt,
off,and check the power supply voltage at the panel. then toggle the pump'AUTO-OIT MAN"switch to"MAN,"'The
® On 120 V panels,measure voltage between L1 and neutral.The motor contactor will visibly and audibly engage at this point.If the
voltage should be within ten percent of nominal. motor contactor does not engage and there are no alarm conditions,
• On 230 V panels,measure the voltage between L1 and neutral, refer to thevflring diagram and verify the cor€nections on the control
and between L2 and neutral.The voltage of each leg should be circuit were properly to urinated.
approximately 115 volts.Measure the voltage between L1 and L2. Primary Tanks
The voltage should be within ten percent of nominal. The ability to easily remove fitters and float switch assemblies from primary
• On 208 V,230 V,and 460 V 3-phase panels,measure the voltage tanks is essential.Check the system plans to Identify any associated
between L1 &L2,l2&L3,and L3&L1.The voltage between components,such as splice boxes,float switches,filters,or pump vaults.
each leg should be 208,230 or 460 volts,respectively.if there primary tanks may not have associated components as des•• low.
is a voltage difference between line legs,it is an indication that Place system components on a plastic tarp or sheeting when they are out of
the power source may be undersized.The voltage between each the tank.Record inspection results on the Field Maintenance Report Form.
leg and ground on 208 volts should be approximately 120 volts. 1,Tanks:Confirm with the instiller that all tanks have antbuoyancy
The voltage between each leg and ground on 460 volts should be
measures installed(if necessary)and that they have passed
approximately 277 volts.(flue to the variability in the ways 230 V watertightness testing.Verify that the inlet and outlet of the tank and
3-phase power can be wired,there is not a standard test method.) riser(s)are properly installed.
5.Neutral and ground voltage:Check for any voltage difference
between each neural wire in the panel and ground.if there is a 2. Is Inspect riser attachments and rubber grommets for a
difference in voltage,use the wiring diagram to track down the source watertight seal.
of the coterence and correct it. 3.Splice boxes:Inspect all ;p:u , ...1 . . .
fi.Controls circuit C nect the controls circuit if it is not already •
splice boxes for correct „-, H;= ..
wiring and the use of '
connected.The controls circuit is now ready to be turned on.Do not r ,` ' ..,g-,:_;'
watE roof splice nuts.If ?" `V ''' .=
turn
on{,-, �.l/.f',},�,{�{�, time, .;:;:,•:'. �:�:.
L•E�pumpNrVk]EL at LIlii V. _, :.':.:"..� ':�� .' �: -:�:•:: :.
.:.:.. .. ..:...... thole€ ��
s water in a splice ,���, .ti :, A� :�x`• a;sst�:
WARNING: ntrrrg: pump cirr i t;on at this;: me;can;damage he-. fox,use a suceon bulb or - >.:.:::.:•::.:.. �.
panel or the pump if the pups and floats are rmsierer1 or if ther �'
sponge to remove the water ,--4,. .4,,
tsn 2sufiiclent liquid In the tank:;;;::.:.. ,;ri��.n�� �'; A�A �.
ARI�I Failure use
............. .: .
7.Panel operation:Verify that the panel is powered up. waterproof wire adds can cause intermittent orpemianent float : . '
switch w On TCOM parcels,an LED will light up indicating the board is
SI fail...- r::
operational.If the blinking light does not turn on,refer to the wiring 4.Float switch assemblies:If the tank is equipped with a float switch
diagram and verify the connections on the control circuit were assembly,verify That it is easy to remove for set-vice and maintenance.
properly terminated. Also verify the float switch settings.
,,,,m ;;.� Detach the float switch ',',,_A- -;.;..;-.-:::� `� � ,r
.�`, assembly the • ,�;<,:. ::-:'���-�;.
.",_ ;-: ..�•� 42..„
=� bracket on the effluent F.k;' 3 :<:., :;::-::: ,-�, �-,.
-° -i'k.4ki- - I' l; .3alx�`. : »;v: --
F9: •.r:,:.:,, .v . ,� filteror pump vault,
y:.
remover tank Etf the r g oil to
y+v`
Fs
ads
y,.i ti tx
a�6, �: dye 3 -�`'a1h� ,.f-' :.� �,.w?J
-... 9, :C':• s side,Verify .i.;. -"..
�r ,�. rya ,�. ��. and �lfa Ve f -,
° r - _n� . there is enough slack in .. .
d` _ j .,. the cord for easy removal. °A -
'' T •�.:�� spa:
i.
�f: ' .
u•*S*awe.na..q••n.a e:: • ,r•
or
Blinking LED
AIM-OM-ATX-4,Rev.1.0,11/11 • Copyright()recce Systems°,€nc.Prc nervy c=Greco°Systems®,Enc.Oc not reproduce or distribute Mhou=written authors€ion:from flrencm•CCU-348.9843.

AX-MAX ` AND AX-MDBlLE TREATMENT SYSTEMS
' - A',$:--,switittrYttlrMANS44V.44,01:Afl,17404a," .'vreak•vit,4telliggfir,,Z otwvosfrovegAw
it.
..,,,,,,, -„ ,.„,,,, ., ,f\Vailjr"..,,Ilt ...iittatit....-iiiezdket. P....4taillaviore.,•A Oritagr.dimek. 1404111.,„Atik.7,14:41..t ttitgAtioatvffIii:'
b.Raise the high-level alarm float switch to simulate a high-level . :::.sc....
......... .......... . ....
WARNING:Pumps have a 30= �otAd rr3nirrivri�run time,if The drawdown
condition.Verify that the high-level signal 1s on by the audible alarm r e, ....
(Ef(2f�ldbeI'�t�'E�; :P€lTl7X3 Off'�1p2['SftifFC[771'7d"�O":r70c�f;Si�J!(�CIT;IS less
or the high-level alarm input LED on the circuit board in the and. 3.,.,".......n ...:t e -.... u.
�reri�O s,�cgrrds;;ltli?;pumps may continue to run,resulting in a false low-
NOTE:
t�D3�Theaudible
alarm isdelayedlevel ' '`
for in Tiaaf�'controiaiarm.
gels.
c.When the assembly is out of the tank,verify the handle is long Timed Dose: -- - Invert of
enough for easy access.If not,adjust it to the necessary length. _ �is Set tank inlet
3 inches(76 mm)above z°
d.Check the float switch settings provided in the plans against the the filter cartridge. w iTim
, r1,gII Level
actual float switch settings.If the plans don't provide float switch - 'Timer On1Off"float w y
settings and the engineer or system designer is unable to provide i
settings,set the float switches based on the following general switch is seta ind�s �im Ill
float switch setting ales: (50 mm)above the'RU' si. 0` override Trner
® Demand Dose: float switch.
Invert at — "Override Timer"float 1
- "Redundant Off(IRO) tank inlet sv�tch is set 3 inches f,
float switch is set 3 2' High Level/Lag ;e Timer arvatt
50 own)l (76 min)below the
inches(76 mm)above , Pump Eeo. nable
"High Level'float switch .fi
filter cartridge or I 1 I 3"
minimum liquid level of c iculete ` switch. '� RO
the pump,whichever is d� I - "High Level"or"High '*.
PumpOn
higher. -- . I Level/Lag Pump 3 I •,..p <
Enable"float switch is 76 mm
- "Pump Off"float switch uia Filter cartridge
is set 3 inches(50 rim)
set at 2 inches(50 MO —.. ... ._ ._ or minimum
above"RO"float switch 1 e PumpOff below the invert of the liquid level
or for a minimum 3"ir6mm} tank inlet. Float Canfiguation,
or 30-second drawdown dra wn NOTE:If you use the Timed Dose
differential between the j � general float switch L-.-.--
:Pump Off"float switch le setting rules,you may need to return at a later flare after the
system is in operation and adjust float switch settings.
and"RO"float switch. trs mm)
- To calculate distance
niteroartr€dge e. Leave the float switch assembly out of the tank for use during
between"Pump On" or minimum pump run testing.
A liquid lever
and"Pump Off float 5.Effluent filters:If the tank is equipped with an effluent filter,verify
switches,divide desired Float Ca Dostira n` that the filter cartridgeis easyto remove for service and maintenance.
Demandnd Anse
dose volume by the - a.Pull the effluent filter cartridge out of the housing and remove it
gallons per inch(or liters per mm)of the tank.Place The from the tank There should be ample clearance to allow easy
„Pump On"float switch that many inches(or mm)above the removal of the cartridge from the housing and tank.
:`Pump Off"float switch. b.When the cartridge is out of the tank,verify that the handle is long
- "High Level"or"High Level/Lag Pump Enable"float switch is enough for easy access.if not,adjust it to the necessary length.
set at 2 inches(50 mm)below invert of tank inlet c.Reinstall the cartridge into the effluent filter housing.
•
Couy:iprt Orenco Syslem0,lno.Plop ry of°rerco syssms ,Ins.Do not reproduce or dstr€hute without enitien aulhorfzation from orenca:800-348-9843. • AIM-OM-AIX-4,Rev.1.n,11/11

..:.:::,.......
......... . . ...
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an :MAAL:
NU `.
E.:::::T'.Fi:EAT:M:E.N. . SY. E.. ..
e
6.l3lotube®pump vault filter:if the tank is equipped with a Biotube Equalization Tanks
pump vault filter,verify the pump vault filter carhidge is easy to The ability to easily remove filters and float switch assemblies from
remove for service and maintenance. equalization tanks is essential.Equalizafion tanks typically contain
a. Pull the filter cartridge out of ;; a < �: components similar to primary tanks.Check the system plans to identify
the pump vault and remove it any associated components,such as splice boxes,float switches,filters,
from the tank.There should s ':'< or pump vaults and follow the steps listed for these components from
be ample clearance to allow t;` the section on start-up and ins on points for primary tanks.Record
lr r: ;�
easyremoval of the cartridge " inspection results on the Field Maintenance Report Form.
°�k. :,
front the pump vault and tank
b.When the cartridge is out V,, Pump Operation for Primary and
o
a:., �-: .
°=
the tank,verify that the handle :_,: ��.� ./�.,�} . Equalization Tanks
is long enough for easy rg-. ___ '-- After the necessary control panels are inspected and powered up,the float
access.If not,adjust it to the necessary length. switch inputs have been tested,and all pump voltage and phase information
f. Reinstall the cartridge in the pump vault. has been verified,primary tank pump(s)and equalization tank pump(s)can
be powered up and tested.Record all necessary information on the Field
7.Effluent pump access:if the primary tank is equipped with an Maintenance ReportFOrrn.
effluent pump,verify that the pump is easy to remove for service and1.
maintenance and that the pump flow rate and voltage are correct. Manual pump operation:
a.Turn the effluent pump
a.Verify that the ball valve and cam-lock fitting or union on the breaker(s)in the control panel
discharge assembly is within 24 in.(610 ohm)of the top of the to The"ON"position. ;.
tank nser
b.Close the ball valve on the discharge assembly if there is one b.Measure the static voltage
the valuess})o on
and disconnect the discharge assembly at the cam-lock fitting or the pu( and Barer
n the start-up
union.
checklist.
c.Verify that there is enough slack in the pump cord for easy
c.Toggle the pump"AUTO-OFF-
removal.
"MAR'
•u��.s=�s; =.i
Nl.AI�s°switch to"MAR'The
d.Pull the pumpout of the vault
motor contactor will visibly
by the dischar
ge e assemb
ly Y
and engage
att this
and remove the �� from •d. y.....-��:;'s.:
pump -;� -,�-. Dint.if the motor contactor
l�
the t�:
tank.
a,�.
for a n
e heE:ic Snot e C
o-
-{-. doe a
.,is •.;;:cF :�y`::;� ':.:
"RO'alarm condition.If there
.... .............:....................:......
Y `> `  is no alarm condition,refer to the wiringdiagram and verify that the
lottierf the jlilihp ley tfi� ite -; :,, _ <; ';N g fY
;, ` ':r` r : ym'= connections on the control circuit were properlyterminated.
'..• :. ,card ira�ia'ar�a �the: urn _, :,:,: :.
andcord, .: ,._
. ... ......::. .
Yoe:
WAi31�(iidG:There is no motor protection in TCDMparlels and ;
e.Check the voltage and panels 0400 RQ'alanns.Before Yurrriing a purr p,aLvays verify
phase values on thepumpnameplate,Write them down in the
fh. there is su cienflir rrd in the tank
start-up report.if there are pump motor stickers on the inside d.Check The discharge plumbing assembly(DPP for vibration to verify
of the control panel door,check to see if they match the pump the pump motor is operating.
nameplate.
No vibration in the OPA indicates a pump wiring issue.Check The
i ARltt[l G:; e pump p does no match the pane vo ge pump ark voltage e and pump vvirng terms nations in the panel and in the
phase requirements;;do not turn on the pump breakersl ' splice box.Wires maybe incorrectly terminated or wire insulation
f. Reinstall the pump if the pump matches the panel voltage and may be causing faulty contact between the wire and terminal lug.
phase requirements. — Vibration in the DPA with low or no flow from the pump
indicates closed valves or line breakages.On duplex pumping
g.Reconnect the discharge assembly at the union or cam-lock fitting systems where two DPAs are plumbed together in a single
and open the discharge assembly ball valve.
AIM-OM-AtX-4,Rev.1.0,11111 • Capyrght Orenco Systems0,its.Property of Crence Systems,Inc.0o not reproduce ar tl€strbu[e without written aut orizatitn from orencer 800-348-9848.
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... .... ...........

I:
A' ...iw g N T.. Y:$.T:�:m ::
r'fW:WC'YtTpiAi**,S*ZiF"...ttfltirttiggfpig.Wakhf4.Stfrir.iaAtig.RNWSVF$2MNPWRtt
line,verify that the check valves on both pumps are operating f. Use an ammeter to measure the pump amperage.Make
correctly.On three-phase systems,verify Li,L2 and L3 are sure the amperage is within the range specified in the pump
wired correctly.A quick way to identify correct pump wiring amperage chart below or listed on the pump nameplate.For
is to watch for clockwise torsion in the discharge plumbing non-Jrenco pumps,consult the manufacturer's literature.
assembly when the pump is first turned on. NOTE: On TCOM panels with a current sensor option,pump
e. Measure the voltage across the pump when it is running amperage should match the value listed in the panel.If it does
and measure the voltage across the pump when it is static. not match inspect the three-position switch on the current
Compare The two measurements. sensor for the correct scaling factor
Voltage drops indicate connection problems in the splice box or g. Set the high and low amperage ranges based on the reading.
wiring that is too small for the pump.
Pump Amperage Chart
Pump Model Low Amp Reading High Amp Reading Pump Model Low Amp Reading High Amp Reading
::PF]445T]::::::::: .;>::..:::'. ;:::::'::::: :.::::::i.1,J.......:............ •.............128 . .. ....... ... .PF34 2U0 .:. •;:i i;;,';;'
PF100512 6.0 6.4 PF500511 10.5 121
PFi©4532�........:.......:.. ::..:....::':•:.,:::.:..3.5..:...:.....::.:.:,::::: ... :.:....:::::.':;:3.9.............,... ;:P.F5�5T2:".'.,.:...__:<..:'.::,.,.•.:.,: ,.,....:".5 ........... ,..-• , ...........:. ,
PF100552 3.6 3.8 PF500532 2.6 3,0
;::` :PF1U 0712.:`:;`:.;'==' ; ;; . : ;';`:7.6 :::....
. ...•..•.....•: •::::':::::;=:;::;:.;:8.4::::': ::::::;,.::;: PF50053240..:::.:..:..... ........ .- Z- . . -
PF10073200 4.9 5.2 PF500534 1,3 1.5
PF101012 mm 9,0 9,8 PF500712 7_3 8.5
....... . . .
:1;-:::,, •..:::::.:;.r;.:::':.':;i••'':;3.9•':;'':; :':: :;':
PF101552 i 9,4,.:: : .- 11.4 PF50473200 3.9 4.9
• PF5 1i4. i'•:'::; s :'::::::•::.:.:::": `1:8::; 1: ::':r `.•:'.;:
pF1024T2....,. , • �:,'::<:::::::.:;;:10.f1.....•.. :.'. ...........•..�22._:..,...:: :::• ... 00734
PF€02432 6.4 7.6 PF501012 f 8.8 10-1
8:7:':;::;;::;;:;;:::::.;;. ;`i:FF501032E .;; i ;' .:' ::' .;:='4:6'.•:.::;i;' ,: .................;;::::;'r;:.::.;'
PF200511 11.0 12.5 PF501034 1.8 2.2
:.:. .. .•..:........................:fiTr'::: ::::::...:: :::<::P 1512 'c =':::;..:':'::`. :..;:;<;'.;;' 'i':9.6. ';;'; ;i':t': :7:7`:;':;'::: :j2.6. .:..:...........
PF200532 _• 1-- 2.5 2.9 PF50153200 5.4 7.0
•-.:......A.F20053200;:.::•::::;:.:.:: :•.: -:.:-.-.::.3.3 .................. ....:........ .....�,8 1'F50 - ._...
PF201012 , 9.6 10.5 PF503012 . 12.6 1 17.7
PF300511:'.;::.:: ::;' :::.: •:.:.:.....:......:'::.:Y0.7..-:-::::'::;'::::::.. :: .::::. ::€.1:8:,::':':„;::::.'.::.>:: Pf503432.••,..,....,......:.:...- '.:..-..-..: :13::;:::.... .:. .:: :.";:;:,;:::.::::;::;::T4. '.;:;;;:;';:':;'.:`
PF20103200 5.0 5.9 PF50303200 10.1 13.1
•:::'.:::PF201532EI0:. ......:.::..::...:..6.0.::::::.;:=:;;';:::::;:::::.;:;:.::' ';':::: :7.2 .... ............. PF50 034 ... . . ........... ......,
. PF201512 10.5 12.6 PF505012 17.3 26.4
........:
8.2 ;::PF5Efs432.:::::;:i:;':::':: '.::.:.::::::.'::i;:: 1.3:# ',i;>:::s''::.s::::':':16.5 ;-': ':< :
PF30053200 3,3 3.7 PF751512 11.4 12.3
PF300712 7,4 8.6 P200511 12.6 13.8
••. ' :::-:•::::::.......... :::::: '::.;:::::::. 6.1.'.:':::::;.;;:;;:::':: P200512':::;::.:: `:':>:; ':::+ 6:1.•:.:..:....":<.:.':= ^-: ;. IA'. :': _:' :':':;
PF30073200 4.1 4-9 P201512 11.2 12.2
:.'...1PF301.012:::::.:'.::.::'.;:'.:;: 5:8 "=i:'<"'.:::'; : ::::' ``;`.6:5: ::'.: ":' ;
PF301052 6.4 7.4 P300712 7.4 8,3
PF3010320fl:........,.:::: ..:...:..:.......,.4.9-::::..:.....,...:•::. .:,:,',:::......:......5.$.::•::........::::-:7 <,..-.P:301072. ::.,:::.::::';;:.::--:- ::::::: :: ;9;1...,.:...........: .:; ::;:>:,:;'::._.::`.;:''1i7,$: :`::::.::::.;',:::
PF301512 10.1 _ 12.6 P500511 11.2 12.7
,....-RF30153204 ..'..'......... .........:.:.:.....:5.5':-:::':..:.......: . .........:..:..1i,9:::';:.:.::. ::::::. P500512....-............,....,.. .. .. .....5
PF301534 2.3 2.8 P50053200 3.4 3.8
.::PF301552............... '. '.:-::::....:....-.8.1..................... . .. . .3... .... ........ • . # ... . ._.._. _..
PF302012 7.4 11.0 P50073200 3,8 4.8
•-,_::...P F302032U0...,...:..::..:.•:.:..:. ......7.7..........
PF3033012 12,6 16,8 P501512 10.6 13.1
PF303032.................... ..........,.-:-.::::.:8.2 ... . ............ -.. :.............:....::10.1.. ......._.:. P501532{10:::::;:::::::-:::..:, :.:'!'.:!::':.•-',.:'. ....;.:.:..::5.0-: ..-
::::: ::.: ..:::::._ : :.:::';: .::.6:.•+.':'::`':':;:.-:'':.:
„- PF305012 20.1 25.8
..... : .;:':.:-::::.:: ':,::::':::::::.::: .-.:.:.:...:. ..........:-,.,.-._.. :..:::.: :::::. -.: F 31:1'.':.::::_,:- :.:..:: ::: :•-....--.. .,,9....
PP305U3T.... .. . ...... .:. ..... ,:::..,.7.6:6 ,:• ....::: P.� 3311... • •. .. -:.:...:::.
Gopyr:ght 0rencn Sysseme=inc.Property of Grenco Systems ,inc.Do no:reproduce or distribute,...a low.wriiteas aotthorizotion from Grenco:COO-348-9843. • AIM-OM-ATX-4,Bev,1.0,11/11

AdvanTe , MANUAL
...:. i
::.` ..YSTEMS':::::.:::.'...:;:;::.:>.: ::::;'..:.::;;.:'.`.
#.::.ABC.::. M;t#X"°:..':AN[):'.;•A X-MOBILE-. .'":.:;TREATMENT.... .. . .. .. ...:.. -..::..........
AVY-WqitWgStbPjifsngf,Vinitr'rp„'VPZC,tgfgcfgigtkrAttiikit ilitttattraghier
.- era - . '
2.Automatic pump operation:Test the system by using the float Tank Timer Settings
switches to drive pump operation. 1.Timer settings:The timer settings for the system are calculated
e Demand dose: based on the actual and expected flow.Equations are provided below.
a.Toggle the"AUTO-OFF-MAMA switch to the"AUTO"position. a, Identify Dose Volume
• Dose Volume Number of gallons desired per dose
b.Unclip the float switch assembly and remove it from the tank if or
it is not out already.
• Dose Volume (Number of Orifices)x(Loading Rate per Mice)
c.Verily the automatic operation of the pumps by incrementally b,identify Doses per Day
lifting the float switches to simulate normal raising and lowering • Number of Doses per Day (Design Flow)-:(Dose Volume)
of the tank liquid level.The pumps should cycle on when you lift c.ldentifyTime Interval Between Starts
them and cycle off when you release them.On duplex systems,
the pumps should alternate between lead and lag pumps and • lime Interval Between Starts (Hours per Day) (Doses per Day)
cycle off when the float switches are dropped. d.Identify lime On
• lime On,-(Dose Volume) (Measured Pump gpm)
NOTE:An"On/Off"float switch works differently than a pair of
'On"and`Off"float switches.Verily the type of float switches in AdvanTex®Treatment Units
your system before tasting. Before placing treatment Alt-Max or AX-Mobile Treatment Units in service,
d.Lower the float switch assembly into the tank and clip the float make That they are functioning properly.Record all necessary
switch assembly into the float bracket. information on the Field Maintenance Report Form.
• limed dose: 1.Initial inspection:Inspect the points below to begin the start-up
a,Toggle the"AUTO-OFF-MAN"switch to the"AUTO"position. Process for treatment units.
■ Check that the treatment unit is level.
b.Record the timer settings,then reduce the timer settings to 0.5 • Check that all plumbing and venting connections to and from the
minutes"OFF,"0.5 minutes"ON,"and 1.0 minutes"OVR OFF" treatment unit are connected and secure.
c.Let the pump run through several cycles to confirm that the • ForAX Max treatment units installed in-ground,confirm with the
timers are operating correctly. installer that the treatment unit has antibuoyancy measures installed
d.Change the timer settings back to the settings specified by the l)f necessary).
engineer. • FoorAX-Max treatment units 6-in.(150 mm)minimum
installed in-ground,check mat clearance above grade
3. rawdown test Perform a drawdown test to set the pomp flowthe treatment unit is installed
rate in the control panel. with the top at least b inches L
a Measure and record the distance from the top of the tank to the (150 mm)and no more than
liquid level in the tank. 36 inches(915 mm)above cy .' ---
.n
b.Toggle the pump"AUTO-OFF-MAN"switch to the"MAN"position final grade.Check that the
for sixty seconds. final grade slopes away from
c.Toggle the pump:'AUTO-OFF-MAN"switch to the"OFF"position; the unit.
then measure and compare the difference in elevations.The he • Check that all of the laterals are tamed so the spray nozzle turbines
difference in elevation in inches or millimeters,multiplied by the are pointed up,tie outlet valves on the ends of the laterals are
gallons per inch or liters per millimeter of the tat*,will provide the open,and the manifold valve is open,to prevent fouling of the spin
correct flow rate in gallons per minute(gpm)or liters per minute nozzles during operational testing of the of the recirc pumps.
(LJmin).Follow the instructions provided with the control panel for • Check that the treatment unit is free of loose items and debris.
entering the measured pump flow rate.
AIr-OM-A'rx-4,Rev.1.0,It/l t • Copyright 0rarca Systems8..Inc.Property of Cie:cc Systems,Inc-Uo rot reproduce or distr€hute witfwut wrftton autrwizatlon from Orenca:8O0-348-9E43.

1.
AdvanTe ° MANUAL
,X MAX AND AX-MOBILEr' TREATMENT SYSTEMS
w
2.Manual pump operation: e. Measure and compare the dynamic voltage of the pumps to
WARNING:G:Bulb. testing the'
Pumps it the treats ien't unit the;;
the measured static voltage.Voltage drops indicate connection
in the splice box wiring That is too small for th pump.
unit must be partially'filled wiffl yvaterto avoid pump, ,.. problems p ce g
Au 9
•
f. Use an ammeter to measure the pump amperage, ake sure the
a Make sure the recircfhlend ? amperage is within the range specified in the pump amperage
pump circuit breakersi.: ` :�:c ;-:.,..::
— ; ' ,:tpage1 listed on the pump nameplate.
��a: y==°z�`%�� chart on 1 or
located in the treatment unit ; -.:,
�Yr ' Ox Gr^:
i "' F'_' NOTE.On I GUM panels w a current sensor option,pump
control panel—are in the .:;y
u ,: .- amperage should match the value listed in the panes.If it does not
Old position.�{the unit i5 '::'-.�r :., �;:�.•.n.,._:7 -::„xr�.z :
equipped with recirclfiitrate _" --- -,..---:= .- match,inspect the three-position switch on the current sensor for
� '=, -^°" y,,`.., the correct scaling factor.
pumps,make sure the unit's 2. ;;°'°; ' i -. :`ry.,`M•' '::
redrelfiltrate pump circuit Y;; : .,,-:;;:P_Xz� , 1, g.Set the high and low amperage ranges based on the reading,
breakers are in the"ON' ,,'?.?'`;-_` ;t. y y . g
,.,,_>•.. ; ;,� 3.Manifold pressure and nozzle spray patterns:Before testing the
position. automatic function of the pumps,set the manifold pressure and check
b.Measure the static voltage of the pump(s)and enter the value(s) the spray pattens of the spin nozzles for suffident treatment media
on the start-up checklist, coverage.
c.Toggle each of The rec ircl 5:,,, . <:..--'
blend pump"Atf 10-OFF n
• r a.Close the outlet valves on the ends of the laterals,Turn all laterals
MAN"switches and recarcJ ",rr a� r so the spray nozzle turbines are pointed down.
filtrate pump"AUTO-OF ,,,1:: r;• s "
MAN"switches to MAN, .; ;
The motor contactors SE3{3 1 .-S •: ,:vim.fie-':'�} _ ,4; S- ''i3�:� 'S.; ".',1.'
�} ';;�,�Z;r«iti ;�cIb�',� 3�Y '��+! ;�;;��, a��`' �;s�vrr °
-^;i;-� ail ...,ems',-xY�t,.-.+.�`.„,..s• +.ls. ,akM, '-,r...��t=•...: >. A .,,,, .+Yi d: ..-,.�T
�b ] t. �a en at 0[n .:��i engage this ��
eft
W] of the motor contactors o.
j+ q�' �R
s no a check for qr. �-�:'r doe #engage,� tr �_...,..-.....:r: :
...... ..;:� �,a�:;.�F..n,�., z�: art•.
f"a .l there
�� -�;r .._a"ri0"alarm ct}nctita n f#f1 e w,;>; Y ,;r;
Is no alarm condition,refer to the wiring diagram and verify the :_ ..A,,. .•;, -<< :,w`:•L.,,s. ut.
connections on the control circuit were properly terminated.
,- ; :; ,; b. Make sure the pressure in thepru, ,,?. Via, :-
WARNING:`There is no motor protection ire TCOM panels and pressuregauges equalized , : :.` -�
isqua �. � .:^µ
panels t�iti'iout`RO aiarias Before running a pumja,alruays verify by opening and closing the . rv, .,4
that there is'sufficient liquid in the tank or basin, ;:; , :;; port at the topof the pressure s;'>;>
d.Verify the operation of the recirc/blend and ream/flitrate pump gauge and then toggle the : h,. E`>'`1 yfi
recirclblend pump"AUTO- Sis4'.:, .... M;;
motors by checking for vibration from the DPAs on each of the �;
pumps. OFF-MAN"switches in the :
�- No vibration in the DPA indicates a pumpwiringissue.Check control panel to"MAN, • •-;;.::,
c. thegate valve on th Usealv the pumpvoltageandpumpwiring terminations the panel
the r na n inand
in the splice box.Wires may be incorrectly terminated or wire manifold to pressurize the ::•- ', ' r < :
insulation m be causingfaultycontact between the wire and
manifold and laterals to 3,0- :;i. ,
y
terminal lug. 3.5 psi(20.7.24.1 kPa).
— Vibration in the DPA with low or na flow from the pump indicates d.Check the nozzles for square spray patterns to the edge of the
closed valves or lute breakages.On three-phase systems,verify splash guards,but not over them;use the gate valve to adjust the
Li,L2,and L3 are wired correctly.A quick way to identify if the manifold pressure for good spray patterns.Record the adjusted
pump is wired corredly is to watch for clockwise torsion in the manifold pressure settings in the Field Maintenance Report Form.
discharge plumbing assembly when the pump is first turned on. e.Toggle the recirck lend pump switches to"OFF"when finished.
Copyright Olvicci Systems,inc.Property of Orenco Systv.re,inc.on mi reproduce or distribute without written authorization from Orono:800-3 B•9843. • AIM-OM-AFX-4,Rev.t.e,11/11

0 AI:,
Ad
` ►u► 'iI�IA11AL
:•..::_:.•:.:.:.:::::::.::-::>:::::: ;;;::; e
AxMMAX ;::AND::.;AX-IIIIOk3[L TREATMENT YS....EiVI.
»
4.Automatic pump operation:Test the recircmlend pumps and 6.Vent Assembly:A current sensor monitors the vent fan operation.if
recirc/filtrate pumps(If equipped)using the float switches to drive the fan fails,this sensor will open and activate an alarm.To test the
pump operation. current sensor,switch off the power to the fan and verify the visual
f' Demand dose'ecirclfiltrate oumos1; alarm on the control panel is activated.
a.Toggle the"AUTO-OFF ;' NOTE: TCOM control panels have a 12-hour delay in the audible
°
MAN'switch to the"AUTO'"AUTO' ;f..�,� .,,��'z`r alarm for the current sensor
position. WOO..°s .. " a,•,. Housekeeping
b,Unclip the float switch 1.Verify that all control panels are timed on and all"AUTO-OFF-MAN"
assembly and remove it from ;Y;,
�,tches are toggled to"AUTO."
the vault or flow inducer. • 2
c.Verify the automatic operation of the pumps by incrementally Close and secure all control panels.
lifting the float switches to simulate normal raising and lowering 3.Close and bolt down all tank access lids and riser lids.
of the chambers'liquid leve.s.The pumps should cycle on when WARNING:AN OPEN TANK ISA SAFETY HAZARD!Therefore a
you lsftthem and cycle off when you release them,On duplex . ..
damaged riser or lid or an unbolted lid is a safety Fvazard TANK LIDS
systems,the pumps should alternate between lead and lag ANDRISER ACCESS LIDS MUST BEPROPERLY SECURED ATALL
pumps and cycle off when the float switches are dropped. .....:.::.
TIMES.;If a lid or riser becomes tfarnagedorf lid arebplts. lost or
NOTE:An"On/Off"float switch works differently than a pair of damaged BLOCK ACCESS TO THE TANK OPENING and repair the
"On"and"Oft"float switches.Verily the type of float switches in ;'i';;damage Immediately If you need replacement bolts,contact Drenco
your system before testing immediately for replacements
d,Lower the float switch assembly into the vault or flow inducer 4.Police the area for debris and tools.
and clip the float switch assembly into the float bracket. 5,Make sure that all start-up forms and checklists are complete and
Itmed close tall recjrclblent .perms Arid recircltiltrate rumps with provide copies to me necessary parties.
limed daslogl;
a.Toggle the"AUTO-OFF-MAN"switch to the'AUTO"position.
b.Record the timer settings;then reduce the timer settings to 0.5
minutes"Oft"0,5 minutes"OW and 1.0 minutes`OVFl OFF."
e.Let the pump run through several cycles to confirm that the
timers are operating correctly.
d.Change The timer settings back tote settings specified by the
engineer.
5,Recirc timer settings:The method for calculating timer settings
for the recirclblenci chamber timer settings is provided below.TCOM
panels have the ability to adjust the timer setting based on actual flow
data.See the instructions included with the control panel for setting
information.
• Pump On Time 1.5 Minutes
• Pump Off lime=(1440 Cycles per Day)-Pump On Time
NOTE: The standard"Pump On Time"for AK-MAX and
AX Mobile treatment units is 1.5 minutes. Your system s needs
may differ.Consult your site plans,engineer/designer,or Orenco
for more details.
Cycles per Day [Flow x(Recirc.Ratio =(Pump Flow Rate x
Pumps per Dose x Pump On Time)
•
*AIM-OM-ATX-A,Rev.1.€t,11/11 e Copyright Orenca Systems',Inc-Prr erty of Orenca Systemse,in,On oat reproduce or d strt3u'.e without written authoricatior from OOrenca:5aa-348-9843

,. ryry
4.
:........ ..... . .:......
AdvanTe w
..... ...........:......:.::..:...:..:.. _
................:•...:...:..... ... ..
.....:. .....
.....................:......:.:..::'::.::.:.:::;
....,.:...::.......::.:::..:...:.:...:;:...:..:...........
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;;;:;; ;;:• AX MAX AND AX-MOBILE" TREATMENT SYSTEMS
in"-7.4::::':ifitlirrt54:1TISETWINNESPPROtiitrillt*PPRO:43aPALAASMVXMA3000514kejeit
�.Fe aS�f -•.- . .
Record Keeping ,,b; = :;: Repairs
Lx, µ #, Adhesive
day
:"
describing all actvitles relating :;> ;G ,�;�;, _ �.� •
::: ::ntb0n
device
• •
information is veryvaluable for
Flashlight
analysis and troubleshooting if •
with spare batteries/bulb
problems should occur. > • : ; ;; ;;r; • Float switches(spares)
• Hacksaw with spare blades
Tools, Equipment, and Spare Parts • Hammer
Many maintenance and troubleshooting procedures require specialized
tools,equipment,and spare parts.We recommend that you keep the ° Hand tools
following items on hand: • Heat gun(torch)
Routine Inspection and Maintenance • Hole saw(Karl bits:3I '"and 1 318")
• Ammeter • Hose with nozzle
• Blotube filter cradle(OM-BIDTUBECRADLE) • Inspection mirror(e.g.PratotekrM'"IVtirror on a Stick')
• Calculator • Plumber's snake
• Channel lock pliers • Pumps(spares)
• Cordless driver • PVC cement and primer
m Digital camera • PVC fittings
• Dissolved oxygen(DO)meter or calorimetric ampoules • PVC pipe
• 1/2"and 3/16 hex head drill bit • Screwdriver set
• tension cord • Shovel Snake(building sewer)
• Extra lid boils • Spare parts for downstream components
• Laptop with null modem cable(TCCM only) • Waterproof wire nuts
• Hook for raising float switches to test them • Wire stripping/crimping tool(10 to 22 Awe)
• Hose with sprayer • Wrench(24-inch or 600-mm pipe wench)
• pH meter or pH test strips e Wrench(lid bolt)
• Sample beakers or bottles Personal Hygiene and Cleanup
• Sludge and scum measuring device(e.g.Nasco Sludge Judges for • Bleach/water solution
sludge and Orenco SMUG for scum) • Eye protection
• Spare pressure gauge • Hand cleanser
• Tape measure • Paper towels
• Telephone for testing dial tone(TCOM only} • Protective clothing
• Test strips for nitrate,ammonia,alkalinity • Rags
• Turbidity meter • Rubber gloves
• Voltmeter
• Watch or stopwatch
Copyr€ght 0renco Systems'°,Inc.Properry of 3OronCo Syslernn°,Inc.Do not reproduce or 6s/rfbuts av?thout wrktan outhormreon from Orenco;806 348•'9843, • AIM-0M-ATX-4,Bev.1Al,11111

..:.:. ....
AdvanTe
. . ......:::::.....:.........:...:..:. ... MANUAL
AIX-,M.':A X.,n°::::AND:!A X-MOBILE"r'
:-<r:•::-:<s;.,- .:::..,.._...........:,::.:..:,:..-...::..,...:.................... .:::......:.,....:. ::8:��-.;ETREATMENT;:;SYSTEMS
Preventive Maintenance e No water softener backwash
As with any engineered system,such as a car or heat pump,your e No surface runoff or stormwater runoff
wastewater treatment system wit work better and last longer if it is • No excessive amounts of fats,oils and grease(FOG)
regularly maintained by a qualified service provider The service provider • Nn food byprodt
should be present during installation,so he or she is familiar with the
system,especially those service lines,conduits,and connections that get • No cigarette butts
buried. • No paper towels,newspapers,sanitary napkins,diapers,disposable
Your system will work better and last longer if you learn what not to put into wipes,floss,gum or candy wrappers,etc.
the treatment system.There should be no disposal of toxics or chemicals Preventive maintenance should start with facility user and/or homeowner
into the system,such as restaurant degreasers,cleansers,wax strippers education.Orenco Systems®,inc.can provide a manual of Do's and Don'ts
for linoleum,carpet shampoo and its waste products,and other toxics.As a to distribute upon request.To request multiple copies of this manual:
general rule,nothing should go into any wastewater treatment system that contact Orenco Systems,Inc.at(800)348-9843 or([phone].
hasn't been ingested,other than toilet tissue,mild detergents,and wash With preventive maintenance and periodic inspections,the was water
water.Every system user and qualified service provider should be familiar treatment system will function for decades.
with the basic guidelines below:
® No septic additives Scheduled Maintenance
® No flammable onto c products We recommend that scheduled maintenance be performed in the time
* No excessive household cleaners frames provided as a guideline in this section.A chart showing suggested
scheduled maintenance activities and times is included below,for your
• No chlorine bleach,chlorides,and pool or spa products convenience.However,system discharge limits and influent loads dictate
o No pesticides,herbicides,or agricultural chemicals or fertilizers actual O&M requirements.Consult Orenco,your system's engineer,and
s No RV waste(unless the system is specifically designed and your regulatory permit for information on your system's specific O&M
engineered to treat such waste} requirements.
Scheduled
Maintenanc
e Refere
nce Char
t
::..::.........
Recommended Activity Period
Visually Inspect Tank Liquid Levels a
Check Biotube'Effluent Filters;Clean as Required 401 0 3
Check Biotube . Vault P mp
PumpFilters; can as Required : 01 ::.:.a :: :: :: ::.:.::: . . : :� :.. . :::::::: :.:
Record Elapsed Time Meters and Event Counters for All Pumps •
•-:::..; €risiectSpin Nozzles,Clean as Required .:e�
?< Confirm Proper Operation of Automatic Distributing Valve(if applicable) •
Sample influent and Effluent Duality Parameters •
•Confirm and Record Pump Voltages and Amperages ,tot
Inspect Distribution of Effluent in AX-Max lJnrts,Clean as Required a
Record Scum and Sludge Accumulation in Tanks e
Flush Distribution Laterals in AJ(-ll9ax Units
`e.
`- Y Inspect Pumping System Components;Clean as Required •
Replace Lithium Battery in TCOM Control Panel(if applicable)
,.-.... s
This maintenance sched de is Oiliy require,'during the first year of system vperader.
2 774s malt telarce schedule is onyrequired during the first quarter cf sys em eperatk r.
Recommended guidelines only.Sampling should be scheduled according to regulatory requirements,
Arhi-Ote A1'X•4,Rev.1.0,111/1 • Copy igot Orenco Sys mo',Ioc.Property or On moo Syslernso, no.Ce sot reproduce or dertrruts without vsrltters authorization from Oresco:800-348-9843.
........................

itt
AdvanT MANUAL
E
Ax-MAX'X;- N OB LE TREATMENT. `SYSTEMS�:.....:::.::,AND X::....�.:... ......:�...... ....:.,.:...: ...... ..... ...:::.;...... .:< .....:.:...
Month'y Maintenance • After flushing and cleaning,recheck the manifold pressure.If the
1,Visually Inspect Tankage and Treatment Once a month,during the manifold pressure still exceeds 3.5 psi(24.1 kPa),try either a
first year of operation,make a visual inspection of the liquid levels in bottle brush attached to the end of a plumber's snake or a high-
the primary tank,recirc-blend chamber,and recirc-filtrate chamber. pressure washer to clean the manifold,
The liquid level should never be lower than the'Redundant Off(loaf. 4.Read Hour Meters and EventOnce Counters: a month,read the
If liquid teaks out the tank or treatment unit,the scum layer can hour meters and event counters for the recirc-biend and recirc-filtrate
drop to the level of the perimeter holes in the pump vaults and cause chamber's pumps.Each pump should run approximately the same
the screen to plug.A watertight tank is important and any leakage number of hours and turn on approximately the same number of times
must be corrected. as their operating counterpart.If the run times or cycle times differ
2.Check the Biotube1 Filter or ;soar; significantly between pumps,determine the cause€f the discrepancy
Effluent Filter Check the filters in "' ` : and take corrective measures,For units equipped with TCOM,this
the tanks every month during the - - ; �; information can be found on the TCOM control panel.
first year of operation,and clean "` F;. { .,..
,��„ ,:::��>:'�': -�t�.1 Quarterly Maintenance
.e�"�1...., .,.i.1';ems.,:.; 1.
P
•rYy:
r � Fo trite when rr the l�h It S eSSd r � ,t!
ec
ry
Fig,��:;�r.
w 73«�
r Biochemical ,�h_ Testing or Carbonaceous c l stfn Ca naceo o mca ;.,z
Piotube filter cleaning instructions, .ti ,�;. '=�� a
arty;
e Ern CBO € • I��r,,. Oxygen Demand l� a`i a or
�. 9
See O&�Binder Appendix B. � �.a�..,>r �:F Y
ppa - °�s•: �.�.���; � , `-aria
y :a :•,:i• ce'.� Suspended Salads(fSS};Fats,Oils, _
3.(meek the Pump Vault:Once and Grease(FOG);Ammonia NI• ` '�_.ep6..:� .T
a month,during the first year of operation,the Biotube Pump Vaults Nitrate(1lO,);and pH should be done :•-i =" -:
should be examined to determine if cleaning of the Biotube filters according to regulatory requirements. ; ,' {">z'
necessary.If the liquid level inside a pump vault is discernibly different 1.Take and Test Influent and
from the level outside the pump vault while the pump is running,
Effluent Samples: r
cleaning is required.Remove the filter cartridge and clean it. A the regulatory jurisdiction doesn't require
treatment system influent and effluent testing,samples should be
r« `•• :' taken quarterly for the first year to establish a baseline.Subsequent
3.Inspect the Spray Nozzles: l'= ;4 I.,••
'i: '' • i•
` 4.4.• _
Once a month,during the first =', ", testing after the first year may be reduced based on The establishment
quarter of operation,inspect the of this baseline.Regular samples will provide valuable information for
'y,»,o.
spray nozzles in the treatment • ongoing maintenance and troubleshooting.Ail results obtained should
;_sac ;;:s.,.•r.�•.._ _�..
units.Observe and measure -' i ,,,, • 3'�`• be reported to the appropriate people,including Orenco.
the manifold pressure.Manifold % n^.V` `. 4. ': ' :;li >v
pressure values should be % -;` 2.Check Pump Voltages and Amperages:For the first year only,check
V ; i' , ; :, voltages and amperages of ail pumps during quarterly inspections and
between 3.0-3.5 psi(20.7-24,1 [ ''•-,;•is , :,: ,a: w:
record them on the Field Maintenance Report Form.Refer to the start-
kPa).It the manifold pressure exceeds 3.5 psi(24.1 kPa),it is likely up voltages es and amperages recorded in the"Start-up&Operation"
that the manifold and laterals require flushing or the spray nozzles are
plugged.To flush the manifold and laterals.follow the instructions from section of this document.if the vflltage drop or amperage exceeds
the"Start-Up and Inspection''section of this manual, National Electric Code NEC)requirements or the limits set by your
regulatory jurisdiction,have an electrician verity the service line and
® to clean out the spray nozz es, %;, -r.,..;-;>-,,,Y ;: ..F,.:; _< :'-'.••• check the pump windings.This procedure can be performed annually
turn the laterals so the spray ;;.;:`<` ;-% ,:,,; <•s after the first ar,if there is no discernible difference involtage or
��'"`��' yeern r�.. Itag
nozzle turbines are pointed up ; "'; .•' : '..;:.,•".':.',. . '
amperage during the first year of checking.
and then hose off each turbine. : -'` ,Fij
' Semi-Annual Maintenance
For excessive buildup in the : ra£: -;
spray nozzles,remove the .." `, >'` -' 1.Inspect the Spray Nozzles:Inspect the spray nozzles in the
• 1.:‘,'a.-,',; ;;', _ Treatment Units as directed in the monthly maintenance section and
nozzles and replace them with •�,;;i•;Y.i, ;,..., ,.••;
;- =;;lira: perform maintenance as needed.
clean nozzes.Disassemble and '' - ' < :`,:•;:' ,:
soak the plugged nozzles in TSP • If the nozzles are substantially plugged after six months,then it's
or any other appropriate cleaning agent for 30 minutes.When a recommended that you begin inspecting the manifold pressure
spray nozzle is clear,you can see the spray node turbine spin freely every three months(or sooner)and adjust scheduled testing and
and the spray distribute evenly across The textile media. flushing of the manifold accordingly.
•cppyricchE Orenco Systems°,inc.Properly of Orenco System ,inc.7o no reproduce of distribute witi;n:,rt written authorization lr cm Orenco:800-348-9843" • AIM-OM-ATX-4,Rev.1.4,t Ilt 1

.::AAXd ►a:mmn; e
. . MANUAL
A N U: A L
AND XV ]BlLE TREATMENT: SYSTEMS
re, ittl!_1;:4;,:f4,0ifigatZtaittiVintiMn*Watanalgt:SOMPiltinfigiatneffiggallranier,101.
Annual Maintenance provided in the"Start-up and Inspection"section of this document.If
Once a year,send copies of the complete activity diary to the appropriate the voltage drop or amperage exceeds NEC requirements,have an
person.This information is very valuable for analysis and troubleshooting if electrician verity the service line and check pump windings.
problems occur. 4.Inspect the Pumping System:Inspect the pumping system annually
MP.asure the scum and sludge accumulation in all tanks and chambers to ensure it is operating properly.Unscrew the stainless steel bolts That
annually.Record scum and sludge measurements on a Field Maintenance fasten the fiberglass lid over the pumping equipment.Remove the
Report Form. fiberglass lid for an inspection that includes these steps:
1.Measure the scum layer.Use a scum utility measuring gauge a.Verify there are no obvious holes or leaks in the riser or around
or similar tool to measure the thickness of the scum layer.With this the perimeter of The riser connection to the tank.Wetness or
measurement,determine if the distance from the bottom of the scum watermarks may be an indication of weeping.
layer at the liquid's lowest normal level to the bottom of the outlet b.Inspect the splice box to ensure it is free of w&r.Ensure the lid and
tee or to the top of the inlet holes for the pump vault is 3 in.(76€ int) connections are secure.
or less.If so,pump out the contents completely.After removing the c.Verify the floats are in good condition and properly secured to the
septage contents,refill with water to the normal operating level. float tree.Verify the float cords are neatly wrapped inside the riser
2.Measure the sludge layer:Use a Sludge Judge®or similar tool to so that they cannot interfere with the operation of the floats.
measure the thickness of the sludge layer.\With this measurement, d.Verify float operation.Refer tote float tests in the"Start-up&
determine if the distance from the top surface of the sludge to the Operation"section of this document.
bottom of the outlet tee or inlet holes for the pump vault(PM Is 6 Biennial Maintenance
inches(152 mm)or less.If so,completely pump out the contents.If the
tank is fitted with a pump vault or effluent filter discharge assembly, All TCOM control panels contain a lithium battery for backup.For good
take the measurement from the top surface of the sludge layer to the measure,we recommend you replace the battery every two years.Refer
bottom of the vault's inlet ports.After removing septage,refill It with to"Battery Replacement"in the Custom TCOM Control Panels and
water to its normal operating level. 1-lyperTermirralAxess Manual,provided in Appendix F.
3.Check the Pump Voltages and Amperages:Check The voltages
and amperages of all pumps and record them on a Field Maintenance
Report Form.Compare them to the start-up voltages and amperages
Measuring Sludge and Scum Layers
{Or'enco®T Max""2-Compartment Tank Shown)
Wastewater - • NI Tank Inlet i,t�
OutlettaAx-Nlax
:::.z� ; or AX-Mobile unit
..alter. -
•a.
•
e:
3
• Filter
. .
Clear Zone
1 •
a:iX��w',�.i�=.a�.e.:dr y, ' I Zvi �i=�?i.•�.%7': ksa':ua =::u 7"n�.:'xhi"Y -v.i
Altdl-OM-ATX-4,Rev.1.0,11/11 • Copyright Orono Sysiemso,Inc.Praperi+l of Deno Systems',foe.Oo not reproduce or distribute vsihaut written authorization from Oranww:800-348-9843113
................

AdvanTe MMANUAL
A),(-MAX'" AND AX-MOBILE"' TREATMENT SYSTEMS„• Weet0",,:g.a,4104,104P,00-4,410driPlegf*Mrag.Mar548441fti014:0*Sritt*
Corrective Maintenance If a float is found to be fau€ty,refer to the"Removing&Replacing
An alarm is triggered when the liquid in a tank or treatment unit chamber Inoperative Floats"section in this document.
reaches a level that is either nigher or lower than it shouid be,under IMPORTANT!Before doing any work on either the wiring to the
normal operating conditions. level control floats and pump or inside the pump control panel
f; € switch off the power to the system at the service entrance panel
When responding to an alarm,first�Ler�n�n{a.the type of alarm being breakers
y�,
activated.If it is due to pump failure,test each pump manually and locate and set the circuit breakers in the panel to their OFF positions
the failed pump.To replace the pump,see the"Removing&Replacing c. Pump do rged or not clean--Check the pump for discharge
Inoperative Pumps"section of this document.Remove the access lid and flow,Close the ball valve,disconnect the union in the discharge
visually inspect the liquid level.If a high liquid level or low liquid level has plumbing assembly and turn the union so it is facing down.
caused the alarm;follow the appropriate procedures below. Engage the pump and visually inspect the approximate flow
High Liquid Level Alarm rate being discharged.If you are unsure of the discharge rate,
measure the time it takes to fill a five-gallon bucket with the
I.Determine if the high water alarm is from higher than expected discharge.Check this value against the appropriate pump curve.If
usage(i.e.,special event,etc.).If there is a long-term increase in the flow rate is insufficient,the pump may need to be cleaned.
flows,then timer settings need to be adjusted accordingly.
d.Valves c€osecj If the pump operates in the proper flow range,
2.When a high liquid level condition exists,the source of the problem is —
check all downstream valves to ensure that they are in the open
likely to be one of the following: position.If the valves are all open,test the discharge pressure of
a.Control vane!breakers tripped—Check the circuit breakers, the pump.
switches,and fuses in the system control panel.If separate
breakers in the main panel were used for the pumps and controls, e.Pimt failure or bad electrical connection Check the panel to
also check these breakers.If a breaker is found to be tripped, verify the motor contactor engages.If it engages but the pump
reset the breaker.If the breaker trips immediately,check the doesn't operate,then it is either a pump failure or a bad electrical
wiring for a short or bad breaker If the breaker or breakers don't connection.
trip again,then the problem has probably been found or has f. Water In splice box or loose wires---Check splice boxes in the
corrected itself.Test the automatic function of the system as system for water.Remove the stainless steel screws from the
shown in the"Start-up&Operation"section of this manual to splice box lid,being careful not to drop the screws.tf the splice
verify proper operation. box was submerged,or if there is a crack in the conduit,there
b.Faulty floats—If,after checking the circuit breakers,fuses,and may be water in the splice box.If this is the case,remove the
switches,the pump still does not operate,toggle the"AUTO-OFF- water with a suction bulb,sponge,or other appropriate method.
MAN'switch to'MAN."If the pump engages,the problem is likely Carefully check the splices to ensure they are intact and remain
to be in the float system.(lithe motor contactor engages but watertight,if ail splices are found to be watertight,replace the
The pump doesn't run,go to step f,"Water in splice box or loose splice box lid.In the control panel,carefully tug on each wire going
wires.")Pump the tank down to a level below the"Override Timer to the splice box.Correct any wires that are loose.Reactivate and
OnlOff"float.Cycle the pomp to simulate the timer on and aft retest the system.
periods so the effluent is dosed to different zones of the treatment g.Leaks in tanks or treatment unit—lithe system operates but
unit.Toggle the"AUTO-OFF-MAN"switch to"AUTO."Do not leave can't keep up with the flow,check the system for watertightness.
a oumo in the"MAW position unatt lam.If you do,the pump A leaking tank or treatment unit can infiltrate enough water to
can continue to operate without liquid,possibly drawing solids into overcome the pump.Also check for leaking fixtures in the facility
the filter and causing potential failures.Isolate the float switches or home,though it is unlikely a leaky tcture could provide enough
and check to ensure all floats are operating properly. liquid to overcome the pump.
Cepy,Igh orer:co Systemso,irc.Property of Orenc)Sys errisa,Inc.Do not reproduce or L'-istribute without written authorizatlo fror i Orenon:800,348-9843_ • AIM-OM-ATX-4,Rev.1.0,1 Ti'f 1

•
Advarf
e ® :°. : M.... :...........:....AL. Tx N
;: : : : : : . ; �XIVIAX ,; ► VQAX-MCB1LE " ;TREATM�NT SYSTEMS..::.::..::::::..:...:::.:,;::.::`.:;.:.•;::;:::.....:.;..::.:>-:::..::..::..:.:.:.>:::::..:::>::
r-P.- -: AVILAW ii*Milei.tinta-Tinfitagat-riVel.geraittgWaltinteititaiatiiniMATO1
Low Liquid Level Alarm 4.Use a fresh waterproof wire nut to connect the float wires to the
1.Determine the actual flows in the system.If the flows are considerably wires from the control panel,following the wiring schematics
less than the timer is set for,Then adjust the timer settings to match provided with the system plans.Always use watertight wire nuts for
current flows.If a low level exists in the recirc/filtrate chamber,then all connectional Attach the common wire with the other commons
ensure the minimum run time is appropriately set. using a new waterproof wire nut.
2.When a low liquid level condition exists,the source of the problem is 5.Replace the float in the collar,using the same tether length,and
likely to be one of the following: reinstall the assembly.
a.Tank or recirc-filtrate chamber siphoning T Inspect the liquid level 6.Reconnect power and test the unit per the instructions provided in
in the tank.If the liquid level is below the"Redundant Off/Low the"Start-up Inspection and Steps"section of this manual.
Level Alarm"float,then its likely that the problem is either a leaky
tank or siphoning.Siphoning typically occurs when the system is Removing&Replacing inoperative Pumps
pumping downhill.A system will not necessan,y siphon every lime €MPORTAI4T'1 Before doing any work on eitherthe ivrang to the. ;;„:;_;
it operates.It is dependent on the system design.A siphoning level,contral floatss:and pump or inside the control panel switch off
system can be retrofitted with an anti-siphon valve.Most thepower to the s ste at the service entrance :anel and set the
in problems will manifest in the first months of operation. - . ..
siphoning p e circuit in the panel to their 'Off;positrons.
b.Tank or chamber leek—If the hydraulics of the system do not 1.Close the ball valve on the discharge plumbing assembly,disconnect
allow for siphoning,it is possible that the tank or the treatment the union,and carefully remove the pump and attached plumbing,
unit is leaking.Fill the tank or treatment unit to a normal operating Disconnect the pump from the discharge plumbing assembly.
level and return to inspect at a later time.If the liquid level is
below the normal operating level,the tank or treatment unit is 2.Remove the screws from the splice box lid,being careful not to
leaking and needs to be repaired or replaced. drop the screws.Remove any water found in the splice box with a
suction bulb,sponge,or other appropriate method.Label the wires,
Removing &Replacing Inoperative Floats Loosen the cord grip at the splice box and identity the appropriate
... .. ...... . . .
IMPORTANT!Before.doing any,work on.either;the:wiring to the .. waterproof wire nut for the pump.Label the wires and remove the
level control floats and .up:Qriris�a�e:the:catfral jaareltswac off wire nut.
emo the inoperative pumpand replace it with a new one of the
the power to the system atthe service entrance panel and set the`.:: :. 3.R ve
circui�.breakers in.the panel to their'OFF:;:positions.;::::-.:..:::'.`..;.i..:`;:;.::::.
same type.Push the pump cable through the watertight cord grip
1.Remove the float assembly.There is no need to move the settings into the electrical splice box.Leave an adequate length of electrical
of the floats to remove and replace a float.After noting the tether cord coiled inside the riser to allow for easy removal of the pump.
length,snap the inoperative float out of the holding collar. lighten the cord grip by hand,not by tool;then test the tightness
of the cord grip by tugging on the cord.A cable is secure when the
2.Remove the screws from the splice box lid,being careful not to drop cord grip is tight enough to prevent slippage.
the screws.Remove any water found in the splice box with a suction
bulb,sponge,or other appropriate method.Loosen the cord grip 4.Use a fresh waterproof wire nut to connect the pump wires to
at the splice box and identify the appropriate wire nut for the float. the appropriate wires from the control panel following The wiring.
Remove the wire nut and the appropriate common wire. schematics provided in the system plans.
3.Remove the inoperative float and replace it with a new one.Push the 5.Reattach the discharge plumbing assembly and carefully lower the
float cable through the watertight cord grip into the electrical splice pump into the vault or flow inducer.Be careful not to lower the pump
box.Leave an adequate length of electrical cord coiled inside the riser by the cable or to pinch the cable when lowering it into the flow
to allow for easy removal of the float assembly.Do not remove the inducer.Reconnect the union and open the ball valve.
colored markers or the paper tags from the float cords,and do not try 6.Reconnect power and test the unit per the instructions provided in
to thread the markers and tag through the cord grip.Tighten the cord the"Start-up Inspection and Steps"section of this manual.
grip by hand,then test the tighthess of the cord grip by tugging on the
cord.A cord is secure when the cord grip is tight enough to prevent
slippage.
AIM-OM•AIX-4,Rev.1.0,11/11 • Copyright orenco Systems°,ine.Property of oren•:o Systems°,inc.Do not tepraduce or distribute w`hor b written author rorior from orenco'.500-348-8843.
20

. AdvanTe d :
:..
, MANUAL
.......: w X :.: :..
,A.. . ....MAX'X.:.:.:;:ANfl :.A X-M[]B 1 l.E TRE
ATM E N;1':::::S YSTEMS
0
ri,L4tme yk.,...A enmyrim___Iwkwitst4t-3,705a4e.t."1004%tirtitkrattrAVOTCAMAINEWW=
si'a.
System Performance Nitrogen Reduction Process
Because the influent characteristics,treatment ttaiin,and discharge limits Total nitrogen reduction in standard AX-Max and AX-Mobile configurations
for every wastewater treatment system are unique,every commercial typically exceeds 60 percent Using alternative configurations,total
AdvanTex Treatment System has its own unique performance signature.We nitrogen reduction can exceed 80 percent,depending on wastewater
strongly recommend sampling the complete system,once it is in operation, strength and other characteristics such as cBOO5,FOG;pH,alkalinity,
to establish your system's baseline performance and determine your temperature,and hydraulic retention tune.Because nitrogen reduction is a
influent and effluent wastewater characteristics. complex,multi-staged process,it's important to understand the process,
The table below provides approximate values of potential wastewater its related factors,the signs of effective nitrogen reduction,and how to
characteristic numbers at specific points in the treatment process for an keep the process optimized.
AdvanTex system receiving typical strength waste as described in the it's also important to know the total nitrogen(Tie limits required by the
AdvanTe 'AX-Max Design Criteria,NDA-ATX-MAX-1. system user's permit.Some regulatory agencies have no requirement;
some require a specific percentage reduction of a certain kind of nitrogen
Wastewater Rave Primary Re eke/ Treated
Characteristic influent Tank Blend Effluent (90" percent nitrification of ammonia nitrogen,for example);and some
Effluent Effluent tfittrate) require TN reduction to levels at or near drinking water quality at the point
cB©D5{ring//.} 250-400 150 40-60 10 of final dispersal.
TSS€mg(L1 250-40f 30 30 10 Finally,because influent characteristics greatly affect the amount of
TKN(mg/L) 40-80 4o-20 40-80 <2 nitrogen reduction possible from any given system,it's vital to know the
lql{ ) 0 0 2-8 zo-aa yourwaste source and the local or regional norms for organic
alkalinity of g
FOG{mg U 5t�T50 10 2[1 tQ c5 and ammonia nitrogen.
DO(mg/L) 0 0 2.-6 15-6 in nitrogen reduction,ammonia is converted to nitrate in an aerobic
Rkaiinity{rngi0 280-5o0 2D0-500 100-200 100•150 environment,and then reduced through bacterial action in an anaerobic
pHT 6.5-85 6 6,540 6.5-83 environment to nitrogen gas,which is released harmlessly to the
pvcsr, rera9 ��r�,Ers ,r �� rc6 ,pN, atmosphere.Typical-strength wastewater has an ammonia level of about
60 mg/t.and a TN of about 70 mg/L.Optimum nitrogen reduction typically
When all parts of the AdvanTex system are operating correctly and the requires the following:
component values in each part of the treatment process are within the • Adequate alkalinity of approximately 250 mg/L or higher.
ranges above,you can expect to see typical results from field tests of • pH of 6,5-8.5,Fixed-film microbial processes generally thrive
AdvanTex treated effluent(filtrate)that conform to the table below. between pH 6.5 and 8.5.Treatment problems typically result from
rapid changes in pH rather than extreme long-term mean values,
Parameter Sampling Typical Values although long-term levels can result in less of ident process activity.
Method or Properties
Effluent Clarity I Visual' clear{<15 NTUs} • Primary tank DO level of 0 mg/L,filtrate DO level of 2.5-6 mg/L.
Oder Sniff Non-offensive odor(Musty is oK • Adequate time for the nitrifying bacteria to develop(1.3 months).
rotten eggs or cabbage is not©Kl e Adequate temperature(below 40°F retards the process).
Effluent Enter Usual No excessive biological growth • Good organic removal(cB0D_).
Biotube°Pump Vault Visual' No Squid level differential inside/
outside vault,does not clog
between one-year cleaning
intervals
Oily Film on Effluent Visual None;no red,blue,green,or
orange sheen
Foam Visual None
'firrbYrrtymeastlremeit ern to take,r+'rf!]a portion aymIvr or aftrtP,d tt.4,::§rysfardaft1
r ail=tIO CIWeri diii s sctffd:rneagekg PadV.sloth ry ui3a'derce.orfrysrt/GSt'g he smok
If effluent is cloudy or smells pungent or if the biomat on the textile
filter appears greasy,waxy,or oily,laboratory tests of the filtrate will aid
troubleshooting.
Qepyrlght Orerco Systenae,Inc.Property of Orenco Systame,Inc.Do no:reproduce or ifisirlbule without nitlen autorizatian from Orerco:800-348-9843- • AIM-OM-ATX-4,Rev.1.O,11I11

,:. ...
MANUAL
:
;:::;:•<:::;<:;;:-:::-:::: A:XeF111 A�C :::;�A N®: A�C-11A OB IL ERm.,.:...'�`:R E�AT:M E N T...SYSTEMS
. ..............:-:.:..:.. ..........:.:.....
1I +...., �.. �ca s R•[sx
„;�3 L' �R l '. � y' 2�9 �eC i�: '_9 i' : .y tli•A e.'
Signs of Effective Nitrogen Reduction Biological Growth on Filter--Biological growth on the filter media
Following is a brief summary of indicators of good nitrogen reduction: inside of treatment units is natural.The biological growth should
• Clear;odorless filtrate effluent(a"see and sniff"test is generally appear light-brown to dark-brown in color and gelatinous in texture.
considered sufficient). Dissolved Oxygen(DO) Dissolved oxygen also provides critical
• Normal-looking biomat on the textile filter(light-brown to dark-brown information with which to diagnose how well a system is performing,
and gelatinous in texture). Measures of filtrate DO should be in the range of 2.5 to 6 mg/L.If
$ Additional filtrate tests will show... the DO level drops,the degree of nitrificaton will normally drop as
— Typically,law cBOD5,low turbidity and high clarity. well,which could be a sign of blinding or saturated flow conditions
- 1 pirate DO of about 2.5 6 mgll. —anything that might inhibit free air from flowing into the system.
Nevertheless,it's quite possible to have low filtrate DOs and still have
— Low ammonia levels(typically from<1 to 3)and relatively high high effluent quality,as measured by cBOD5 and TSS levels.)
nitrate levels,since nitrification converts ammonia to nitrate.Lower
nitrate levels are typically found after the denitrification process Hand s ' E is typically 6.5 8.5 for€ormal nitre en
ices e. loads.The nitrification process releases hydrogen ions into solution,
which tends to lower the pH level.Alkalinity is essential for nitrification.
Performance Indicators of Nitrogen Reduction For each part of ammonia that is nitrified,7.14 parts of alkalinity are
To judge the nitrogen•reducing performance(or potential)of any wastewater consumed(buffering the acidity caused by the release of hydrogen
treatment system,be sure to check the following performance indicators.. ions).Cansequentiy,if the degree of nitrification is less than epected,it
Influent Characteristics----Influent characteristics wit greatly affect could simply be a lack of sufficient alkalinity'to support more.Ty ally,
the amount of nitrogen reduction that is possible from any wastewater nitrification requires alkalinity above about 250 mglt.for recirculating
treatment system.High solids and/or fats and cooking oils increase the processes.
oxygen demand and accumulation of material on and within the media, Some wastewater streams do not have sufficient alkalinity to support
affecting the available oxygen for nitrification. complete nitrification.In these cases,the nitrification process can
Clear,Odorless Effluent Simple, :see and sniff"tests can deplete the alkalinity and drop the pH to a level that retards microbial
be performed in the field.Effluent from Treatment Units mat are activity(<6.5).Recirculating the effluent helps,since half the alkalinity
performing well should be clear[turbidity<15 Mils)and odorless. can be restored in therecirc or process tank,wherever denitrifrcatit
occurs(and adjusting the recirc ratios may also bring the pH back to
Laboratory Tests for Ammonia and Nitrate Nitrogen—If the preferred operating levels).But wastewater streams that are alkalinity-
system is oxidizing ammonia to nitrate(nitrifying),lab tests should starved can't provide for 10©percent nitrification.
measure relatively low ammonia levels and relatively high nitrate levels
in the filtrate.Because nitrification responds to many and varying Low-Flush Fixtures—The use of low-flush fixtures can reduce
conditions within the aerobic treatment processes,ammonia and nitrification performance.Low flush fixtures tend to reduce hydraulic
nitrate nitrogen levels in the filtrate are the most ideal constituents to loads,which causes elevation of wastewater constituents(i.e.,higher
watch for any changes in performance.Start-up times can be platted, concentrations of cBODS,'l SS,TIW,etc).In this case,the available
optimum recirc ratios can be gauged,cleaning frequencies can be alkalinity in the water supply may not be adequateto accomplish the
predicted,and nonvisible clogging or saturation can be detected by full level of rtrlrif ea on desired.
watching either of these constituents.Typical nitrification is expected Additional buffering may be necessary to accomplish The level of nitrification
to be in the 98-99 percent range.Investigate if the process appears to desired.In low alkalinity conditions,pH adjustment can be made with the
degrade by 5 percentage points or more. addition of quicklime or hydrated lime,soda ash,or caustic.ff the alkali is
cBOD5 Levels-----The nitrification process requires oxygen,which is to be introduced at a process point precedingsedimentation zones,such
why nitrification is enhanced when cBOD5 is extremely low.Measures as in the tank,lime would be preferred.Soda ash and caustic both contain
of filtrate cBOD5 should be<15 mglt.,although higher cBOD5 may sodium,which is a dispersant and will impede settling of solids in the tank.
not necessarily correlate with low levels of nitrification.When cBOD5 is
high,there is a greater organic demand for oxygen,which may hamper
the nitrogenous demand for oxygen.Increasing the recirc rasa should
help establish oxygen balance.
AIRS-fl34. 17t-A,Rey.1.0,1i111 • Copyright Dre co toe.Prop ry at Orenco SysrE3ms',Inc.Do not reproduce o:alstr:'tlute witho,;t written at:rhollzat':on from Orenoo:COO-3A8.ea,3.

0 .
MANUAL
3 AX-M AX AND A X- V QE1L E„.
TREATMENT SYSTEMS
:, ,•-,‘ , aip,r-Pe7:41:11M ,Ati2,244107M11701Slactlifat:patligln.iltaNiSteitallatirisin
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Troubleshoothig Effluent Quality ffthe filtrate DO is<2.5 nig/L:
Once you know the typical values for your wastewater treatment systern's . Check the filter surface for evidence of clogging.
performance,you can be proacllve and troubleshoot nontypical process • Check that the pump is working.
indicators,before system performance is affected. • Check for proper ventilation in the unit
Poor Effluent Quality • Check the recirc ratio;increase the recirc ratio if it is too low.
If your effluent samples are cloudy and coior/turbidity is significantly higher • Check that influent strength isn't too high.
than expected(>15 N1U),do the following:
• Check to ensure hydraulic retention time isn't high.
O Check the effluent filters or Biotubee filters for dogging.
lf
i Check to see if the textfe filter smells of chemicals(mediation, the filtrate DO level is>6 mg/L:
chlorine.etc.)or has a granular or crusty appearance.(For example, • Check The influent flows and recirc ratio.If influent flows are below
a white crystalline crust could signal that water softener discharge or normal or the recim ratio is too high,reduce the recirc ratio.
industrial strength detergents have been flushed into the system) Effluent Filter or Biotube®Filter Clogging
• Check for a recirc ratio that is too high or a pump dose time that is too If a visual inspection of the effluent filter or Biotite filter for biomass build-
long. up shows the need for cleaning more often than once a year(an annual
o if effluent cBOD5 is high and TSS is low,a large amount of soluble cleaning cycle is fvoica,try the following:
cBOD5 has not yet been consumed.That could be because the recirc « Verify the pump isn't running too long(typically 3 cycles/hour).
ratio is too low for the influent strength or insufficient start-up time has • Check for excessive FOG and TSS in influent if excessive,a review
elapsed.Typical organic reduction within the first 24 hours in systems of component sizes may be required.
is around 75 percent or greater.As the biomat€evelopss.greater
reductions in the soluble cBOD5 will occur(typically within the first Oily Film
7-10 days).With higher influent strength,soluble cBOD5 is not readily All signs of FOG anywhere in system downstream of the primary tank must
removed until the biomat on The media is established. be investigated prior to action.Excessive grease and oil(>25 mg)is
typically a design or management concern.
O Check that the unit is properly ventilated.
* Interview the users about system abuse,especially regard no harmful " Sample and test at all process steps,including influent d possible).
chemicals,solvents,strong cleaning agents,or water softener • Label,date,and photograph all samples.
backwash. • When photographing,use standard glass beakers and set samples
Note: Water softener backwash is extremely high in salts, in front of a common,uniform background
which can disrupt system performance,especially nitrogen • Check biomat accumulation atAdvanTex Filter.
reduction processes.Make sure that no water softener backwash • Note if biomat is yellowish and wax-like or lard-like.If so,scrape
is discharging into the primary tank Plumbing water softener biomat sample for analysis.
backwash into the primary or equalization tank voids the warranty. • Photograph/document biomat sample.
ff none of these troubleshooting steps makes a difference,lab tests may • Send to lab with effluent samples.
be necessary to determine the cause of the problem.Call your Dealer or
Orenco for recommended lab tests or design remedies. Foam
Foam rarely occurs in AdvanTex Treatment Units.If you see foam in the
Odor treatment unit call your Dealer or Orerrca.
if the inside of the treatment unit smells like rutien eggs or cabbage:
• Check dissolved oxygen levels using a DO meter or DO wet test kit
® Note filtrate DO levels of<2.5 less than 2.5)or>6(greater Than 6)
mg/L.Filtrate DO levels of<2.5 mg/L indicate insufficient oxygen.
Filtrate DO levels>6 mg/indicate excessive aeration.
Copyr5h€Orenoo Sye+ems'',Inc.Neperly of Orence S}eters',€nt-0o not reprodz»ce or eietraau?e without written authorization€ron-i Orenco:80C-34E-9843. • ArM-011A-A'TX-4,Rev.I.%11111

Adva nTe MANUAL
AX_M A X. AND, A X M CB l E.... :.. .E A1MENT
SYSTEMS
Vitp*TVWEMIVnii"raitriffaailittatnintliintgliangratta_ MW.SEV
Troubleshooting Nitrogen Reduction • Ensure no blockage of air flow into textile filter(Indicated by thick
If you suspect that the system is not meeting expectations for nitrogen biomat development or a build-up of grease and oils).
reduction,troubleshoot each of the critical factors that contribute to optimum • Ensure no blockage in the manifold,causing...
nitrogen reduction,to determine a cause. — Localized hydraulic overloading,saturation.
Filtrate Alkalinity Toe Low----`Sufficient alkalinity is required — 'Short circuiting"between textile sheets.
to achieve the desired degree of nitrification for any wastewater • Check for sufficient alkalinity;if insufficient,consider supplemental
treati:sent system,because it takes 7.14 parts alkalinity to nit tfy 1 part buffering using equipment that automatically adds an alkaline
ammonia.If filtrate alkalinity is too low: compound to the system.Call Orenco for assistance,if necessary.
• Check the recirc ratio;a high recirc ratio Increases alkalinity
consumption. Low Filtrate Nitrate Levels--AdvanTex treatment units normally
• Check influent TitlN or ammonia levels and source alkalinity. yield more than 95 percent nitrification(conversion of ammonia
to nitrate).Therefore,the ammonia levels in The filtrate should be
If a large quantity of nitrification is required,it may be necessary to add low and the nitrate levels higher.Some denitrification occurs in the
alkalinity-raising chemicals to the system. treain sent unit,so the normal nitrate level may vary.Be sure you
Filtrate pH Too Low-------Nitrification is particularly sensitive to pH are familiar with the mode of operation,as some AdvanTex modes
but tends to thrive at levels between pH 6.5 and 8.5.The nitrification are configured to produce lower nitrate levels.If it appears that
process releases hydrogen that consumes alkalinity and causes pH nitrification is dropping off:
levels to drop.A pH level of<6 retards microbial activity of all kinds, • Check the recirc ratio;adjust as necessary(high recirc ratios may
including denitrification,and with a pH level<5.5,nitrification may drive pH too low for effective nitrification/denitrification,and low
show signs of degradation.Maintaining an alkalinity of 5C to 80 mg/L recirc ratios may not provide sufficient aeration).
in the treated effluent is typically sufficient to maintain pH levels • Verify incoming ammonia levels.
above 5.5.if the filtrate pH level is too low: • Check recirciblend for excessive organic food source(high cBOD5
• Check influent alkalinity level(pH drops when too much available may cause greater oxygen demand through the filter,reducing
alkalinity is consumed). nitrification).
• Check mire ratios;reduce if too high. Adequate Time and Temperature— Nitrifying bacteria require one
• Ask the system users about chemical discharges into the system, to two months to develop.Temperatures below 40°F(4°Q retard the
Including carpet cleaners,chlorine,and photo developing agents. development of nitrifying bacteria.If the AdvvanTexTreattent System
Filtrate DO Levels Outside Range of Z.5-6 mg/L----If nitrate DO is has been installed during a period of cold,nitrification may not"kick in"
too low(indicating inaufiiciant oxygen),the system may release sulfide for several months until warmer temperatures are reached.Typically,
€dors during dosing events,or there may be a more lasting smell a June-September installation provides the necessary temperatures
within the treatment unit(s).Try the following: for a 30-60 day nitrification start-up time.Once nititners colonize,they
• Check for surface cloggingiponding and clean as necessary typically continue to nitrify through normal winter conditions.Only in
severely cold regions should additional insulation of the teak rrent unit
• Check air flow through the vent assembly. be necessary.
• Check the recirc ratio;if it's too low(<2:1),increase as necessary.
Nitrogen removal(or"nitrificatonidenitrification")is a biochemical
If the systems filtrate DO is too high(indicating excessive aeration),it's process.In nitrification,ammonia is oxidized to nitrate(2NH3
likely that excessive recirculation or insufficient hydraulic retention time are converts to 2NO3-r 3H20).This nitrate is then reduced through
factors.Try decreasing the recirc ratio. bacterial action(denitrification)to nitrogen gas,which is released
High Filtrate Ammonia Levels-----Because ammonia is harmlessly to the atmosphere.
biochemically oxidized to nitrate during nitrification,high ammonia During the nitrification process,about 9 parts oxygen are consumed
levels are a sign That something is amiss.Try the following: in converting 2 parts ammonia to nitrate.Therefore,depending
• Check for surface clogging/ponding and clean as necessary. on the concentration of ammonia,a considerable amount of air
• Check for sufficient aeration(measure DO), may be needed.Other processes,like cBOD5 reduction,may
AIrl4-OM-ATx-4,Rev.1.0,11l11 a Copyright 4et0a Systems ,in Property of Orenco Systems°,ln.Ira riot reproduce or disEdtute without Written aulhor,'zatlon from Ore co:800-348-9843.
24

van..
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X-Ell A X a;
1H1 11..,E:..:.TREATMENT. SYSTEMS
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occur simultaneously and further elevate the demand for aeration,
especially if the organic level is high.In an abundance of air,all the
aerobic or facultative microbes compete for their share of oxygen.
When the organic concentration is high,the microbes that oxidize
organic matter,primarily the heterotrophic bacteria,are aggressive
and tend to outcompete other microbes for the available free oxygen
in solution.Ammonia is oxidized by autotrophic bacteria,which do
not have as aggressive a growth rate,so if oxygen is not abundant,
nitrification suffers_Consequently,the nitrification process usually
lags until the organic concentration is depleted or until sufficient
oxygen is present At a 2.5:1 cBOD5ffkN ratio,the nitrifiers may
only make up about 10 percent of the microbial population.At
0.5:1 cBUD5C1KN,the nitrifiers make up about 35 percent of the
population.
In a filtering process,the filter column must be deep enough or the
filter media must be efficient enough at filtering organic particles
to deplete concentrations of organic material to a level in which
a sufficient population of nitrifiers will be sustained,The physical
(dimensional)features of the filter will vary depending on the media`s
characteristics --void ratio,moisture holding capacity,and effective
surface area per unit volume ratio.
CL;pyrIafo Orer.co Systems,irc i'roo8r1y of orenoo Systems,it o Do no:reproduce or dfst fbi to w:tholl:written athorzatson from Ounce:800-348-9843. • AIM-EHA-ATX-4,Rev./.0,11/li

Vuuuuuuuululuul
ULTRAVIOLET WATER PURIFIERS
000
Models S2400C, S5,000C—S25,000C
High Capacity Systems
Read and Follow All Safety Instructions. Save These Instructions. -11
16
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Operation
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SINCE 1963
ATLANTIC ,111 ULTRAVIOLET _
CORPORATION®
, moommommomon
Manufacturers/Engineers/Sales/Service
Germicidal Ultraviolet-Equipment&Lamps
375 Marcus Boulevard•Hauppauge,NY 11788
,
631.273.0500•Fa . 0771
Email:info@Ultraviox:631let.com273. O
Ultraviolet.com•BuyUltraviolet.com h suns
Extensive Product Information Available at: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
ultraviolet.com
buyultraviolet.com
Document No.98-1132F•July 2017•©2017 Atlantic Ultraviolet Corporation®•MADE IN THE USA

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
INSTALLATION 6-7
RECOMMENDED OPTIONS 7-8
MAINTENANCE 8
INSPECTION 8
DISPOSAL OF MERCURY ADDED LAMP 9
QUARTZ SLEEVE CLEANING USING WIPER MECHANISM 9
LAMP INSTALLATION OR REPLACEMENT 10
QUARTZ SLEEVE INSTALLATION OR REPLACEMENT 11
REPLACEMENT OF BROKEN QUARTZ SLEEVE 12
CLEANING OF OPTIONAL GUARDIAN TM ULTRAVIOLET MONITOR SENSOR PROBE 13
TROUBLESHOOTING 14
OPTIONAL ACCESSORIES 14
TECHNICAL SPECIFICATIONS 15
REPLACEMENT PARTS 16-17
HIGH CAPACITY SYSTEMS 18
DIMENSIONAL DATA 52,400C&55,000C 18
DIMENSIONAL DATA S10,000C, 515,000C,520,000C&525,000C 19
DECLARATION OF CONFORMITY 20
MAINTENANCE NOTES 21-23
USER ASSISTANCE 24
PATENT NOTICE 24
WARRANTY&PRODUCT REGISTRATION 24
These instructions generally describe the installation,operation and maintenance of the SAN ITRON®Model 52400C line of
water purifiers.Models 55,000C and S10,000C through 525,000C High-Capacity Systems utilize the Model 52400C single lamp
water purifier in various configurations. Questions that are not specifically answered by these instructions should be directed
to the Factory.Atlantic Ultraviolet Corporation®takes all possible precautions when packaging equipment to prevent damage.
Carefully 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.
SINCE 1963
The information and recommendations contained in this publication are based upon data ATLANTIC ULTRRVIOLET
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 °101
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 unit.
• 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 W 1) l )(NI Warning indicates a POTENTIALLY
III hazardous situation,which,if not hazardous situation,which,if not avoided,
Nam °°° ° °° °I1°°° °°°°°�° 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
ACAUTION hazardous situation,which,if not avoided, CAUTION symbol indicates a potentially hazardous
MAY result in minor or moderate injury. situation,which,if not avoided,may result
in property damage.
JThis symbol/pictorial is used to This symbol/pictorial is used to identify an
identify an ELECTRICAL SHOCK or '4. ULTRAVIOLET LIGHT hazard.
ELECTROCUTION hazard.
This symbol/pictorial is used to identify the need This symbol/pictorial is used to identify the need to
to wear approved ultraviolet blocking eyewear. le wear approved ultraviolet blocking face shield.
This symbol/pictorial is used to identify the need This symbol/pictorial is used to identify components
� i Y p. �' ' Y p �' p
u to wear protective gloves. which must not be disposed of in trash
SAFETY INSTRUCTIONS
iii t To guard against injury,basic safety 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. Ii 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. /ia, ' Igo�I�IIII Avoid exposure to direct or reflected germicidal ultraviolet rays.Germicidal ultraviolet rays are
harmful to the eyes and skin.
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. 1111 I tiOt Plug the water purifier only into an approved ground fault circuit interrupt(GFCI)receptacle.
11. L, 'jiNgi 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
���� HA2AR�p�IIIIIIIIII m �� � dY ����� It is the user's responsibility to determine andvalidate the suitability of��IVu
.1100
111111111111111 Mg'
rin
;111
riff rr ��i r% this equipment for use in the user's system or process.
us kk %%i/G//
vo�TA�e /i No warranty or representation is made by the manufacturer with respect to
Tum off and disconnect ����///////////////// � suitability or performance of this equipment or to the results that may be
power before servcng. % ( �;
expected from its use.
RADIATION The user should periodically inspect,clean as necessary and confirm
Protect eyes and sk n from
drew^dr l dedmdat; the presence and good legibility of the product safety labels.Contact
Danger Label:Hazardous Voltage Location of Danger Label the factory for replacement labels in the event that any of the labels are
and Ultraviolet Radiation(00-0196A1) (00-0196A1) missing or illegible.
3

PRODUCT APPLICATION
CONSTRUCTION
• The water purifier is designed to mount horizontally.
• The water purifier's dual heads are removable and may be rotated independently. (See"Figure 3-Recommended Positions
of Inlet/Outlet Fittings in the"Installation"section.)facilitates ease of installation,maintenance or the retrofitting of an
existing system. A drain port on the chamber aids in draining of the purifier.
• The water purifier's chamber and chamber heads 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-OFFTM 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.
• Certain versions of 220v units have been designed to be CE compliant.These units have been tested to and comply with the
requirements of the Electromagnetic Compatibility Directive and the Machinery Directive.The Declaration of Conformity
lists the European Norm(EN)standards to which these units were tested,to demonstrate conformity.
PRINCIPLE OF OPERATION
The SAN ITRON®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 unit 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 Effectively treating water with higher concentration levels
than listed on Table 1 can be accomplished,but may require
Manganese 0.05 mg/1 added measures to improve water quality to treatable levels.
Total Suspended Solids 10 mg/1 If,for any reason,it is believed the ultraviolet transmission is
pH: 6.5-9.5 not satisfactory,contact the factory.
Color: None
Hardness 6 GPG or 102.6 PPM
Iron 0.3 mg/1
Tannins: <0.1 ppm(0.1 mg/1)
UV Transmission >85%per cm* *Contact Factory for recommendations on applications
where UV transmission is<85%
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 otf 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 units.
Figure 1-SANITRON®Drawing(55,000C shown)with options and extra components
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s � I1J ��A)/in 'v/,'' 11 � 10i�t j � r0� � �rrlT �G� �' i ti r / � �d"" �� r� " l �ii � �% , %r , 1 % ` 1 /. /'r /�au �l/J .a /„
cts
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*Extra Components(not included with SANITRON®)
5

INSTALLATION
IN ORDER TO PERFORM THIS TASK,BE SURE TO WEAR THE FOLLOWING SAFETY
EQUIPMENT: SAFETY GOGGLES OR A FACE SHIELD,AS WELL AS GLOVES.
1. 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. SAN ITRON®Model S2400C is shipped with the lamp packed separately.
Keep the lamp aside for installation once the purifier has been properly installed.
2. Units 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 unit 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 connection to
and the Time Delay into the Ultraviolet Monitor both the purifer inlet and outlet 12"past the first elbow.
(avoids ultraviolet degradation of exposed plastic pipe)
/1" OPTIONAL EQUIPMENT POINT OF USE
Cold Water Line t Two Minute Time Delay i
Elbows// (POU)
COMMON Solenoid Valve
/, Ultra violet Water Purifiers
Incoming PRETREATMENT or Flow Control Valve 1 should be installed closest
Water PUMPING DEVICES to the point of use.
Supply �r ,, ��" air ',Elbow
PPV� 1.WaDeterze m�Y �� t pf �Rx �t j Outlet Line to
2.Water Softenerir 3.Carbon Filters(GAC) point of use
4.Pressure Tank .-.4-5 Micron Filter OPTIONAL EQUIPMENT to be as short
5.Pump as possible
Note: S.Reverse Osmosis �t Ultraviolet Monitor 1�
Drain Pan 7.Prefilters Valved Audio Alarm Valve
Ultraviolet Water Purifiers @N
Recommended. should be installed cbsest „
Water purifier to the point of use.(Pout Union r"J „ Union
should be r 6"Minimum
installed at _mid
Manual Wiper � x v MT -
Clearance for
minimum of 18" 50" y(�1il/�0rti✓ sear✓r �r anw� ,, Gland Access
�� �� lei✓/`�mmr
above floor Recommended Minimum Clearanceiiitii
For Lamp or Quartz Sleeve Removal , ,,,„
Ultraviolet Water Purifier
Wall Mounting Kit
OPTIONAL EQUIPMENT
3. The water purifier's dual chamber heads are removable and may be rotated independently,which aids in the installation,
maintenance or the retrofitting of an existing system.
Figure 3-Recommended Installation
"T fd"w„1,3)("; 6 r.I') , :W1 11 (I) 11:,.., 1,11
J
a,
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3 Ell
d� � �)af �vn Hsu l
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BHf
Note:DO NOT rotate head so wiper knob is at 12 o'clock position
4. 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.
6

5. The water purifier must be connected to the cold water line only.Inlet water temperature should not exceed 100°F
6. 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.
7. 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.
8. 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.
9. 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.
10. 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.
11. A 11"j " Plug water purifier into approved ground fault circuit interrupt(GFCI)receptacle.Confirm
lamp operation indication at sight port.
12. 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.
RECOMMENDED OPTIONS
1. GUARDIAN TM 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 PromateTM 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 TM 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 PromateTM Audio
Alarm and/or PromateTM Solenoid Valve.
3. STERALERTTM Lamp Status Alarm:Produces a high pitched,pulsed tone when the water purifier is no longer functioning
when visible light fails.
4. SureFLOTM 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. PromateTM 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. PromateTM Elapsed Time Indicator:A non-resettable display of the water purifier operating hours.Useful for scheduling
and recording maintenance and lamp replacement.
8. PromateTM 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. ("Recommended Options"Continued on Page 8)
7

9. Promate"Wall Mount Kit:Model S2400C 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 TM Thermal Optimizer:Thermal relief valve used to help regulate the water temperature inside the water
purifier's disinfection chamber. Since the relative 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. PromateT""Safety Goggles: Safety eyewear should be used as general-purpose safety protection and for additional shielding
from ultraviolet rays.
12. PromateTM 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.
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: SANITRON®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 insure your performance.NOTE:The use of optional GUARDIAN M 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 TM 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.
8

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.
QUARTZ SLEEVE CLEANING USING WIPER MECHANISM
Figure 4-Quartz Sleeve Cleaning
,Sr
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. ':; WIPER CLIP
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WIPER LOCK SPACER
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WIPER ROD
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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.
9

LAMP INSTALLATION OR REPLACEMENT
Figure 5-Lamp Replacement
/% , r
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1 4
Step 2-Remove End Cap
/
1 `
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pra �� iai%
,a r ,a r;ar�gat" ��
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Step 3-Withdraw Lamp Step 4& 5-Remove Sockets Step 6-Remove Lamp
I iiiIN ORDER TO PERFORM THIS TASK,BE SURE TO WEAR THE FOLLOWING SAFETY
/.,, al EQUIPMENT: SAFETY GOGGLES OR A FACE SHIELD,AS WELL AS GLOVES.
1. 0 / figg Disconnect power to water purifier.
2. Remove both EASY-OFF TM 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.
A CAUTION Lamp and quartz sleeve are easily damaged.Exercise care when handling.
7. Reinstall lamp in reverse order.
ir itif�g Germicidal ultraviolet rays are harmful to eyes and skin.Do not restore power to water purifier until
lamp and both EASY-OFFTM End Caps have been properly reinstalled.
10

QUARTZ SLEEVE INSTALLATION OR REPLACEMENT
Figure 6-Quartz Sleeve Installation or Replacement
"1, /�%/
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Jill I
1111i1 y 1y grel l��llllllfrrffi
Step 4-Remove Gland Nuts Step 5-Remove Washer&0-Ring Step 6-Remove Quartz Sleeve
vk IN ORDER TO PERFORM THIS TASK,BE SURE TO WEAR THE FOLLOWING SAFETY
ill EQUIPMENT: SAFETY GOGGLES OR A FACE SHIELD,AS WELL AS GLOVES.
1. I iti ft Disconnect power to water purifier.
2. Shut off water supply to water purifier via inlet and outlet shut off valves.Drain 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-Ring from 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.
11 2 wog Germicidal ultraviolet rays are harmful to eyes and skin.Do not restore power to water purifier
until lamp and both EASY-OFFTM End Caps have been properly reinstalled. 11

REPLACEMENT OF BROKEN QUARTZ SLEEVE
Figure 7-Quartz Sleeve
0f ,Vrg
it / N it r
WOO 6010
can%mu
ai
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.
r MAADisconnect 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 SAN ITRON®Model S2400C 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.
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. (Continued on Page 13)
12

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 10 to properly re-install the lamp into the water purifier.
OPTIONAL GUARDIANTM ULTRAVIOLET MONITOR SENSOR PROBE CLEANING
Figure 8-Ultraviolet Monitor and Sensor Probe Figure 9- Sensor Probe
SENSOR vRa>Sr.BODY
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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. L, Iiiij j jj I Ng 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.
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.
13

TROUBLESHOOTING
A 11'll N I�i Always disconnect power to the water purifier before performing any service or maintenance.
IMPORTANT:This unit is to be serviced ONLY by qualified,and appropriately licensed,personnel.
Table 2-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) gland nut,replace sealing 0-Ring.See"Quartz
Water leaking from purifier worn,damaged Sleeve Installation or Replacement"in the
"Maintenance"section.
Tighten suspect connection or fitting;or shut
Poor,or loose,connections or fittings down purifier,drain,and remove fitting or
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,lens or Clean lens or Quartz Rod,see"Optional
quartz rod fouled Ultraviolet Monitor Sensor Probe Cleaning"in
the"Maintenance"section.
Replace lamp,as it nears its end of life(EOL).
Poor purifier disinfection performance AND/OR Low Germicidal lamp output depreciating See"Lamp Installation or Replacement"in the
UV intensity(As indicated on optional GUARDIAN TM "Maintenance"section.
Ultraviolet Monitor)
Replace lamp.See"Lamp Installation or
Germicidal lamp not functioning
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.
OPTIONAL ACCESSORIES
Table 3-Optional Accessories
Most options are available for
Optional Accessories Available For: operation at 120v 60Hz or 220v 50Hz.
GUARDIAN TM Ultraviolet Monitor-Analog/Digital 52400C,55,000C-525,000C Please specify.
SENTRYTM Safety Sensor 52400C,55,000C-525,000C Not all options may be available
for all models,consult factory for
STERALERTTM Lamp Status Alarm 52400C,55,000C-525,000C availability.
PromateTM Audio Alarm 52400C,55,000C-525,000C OO Solenoid requires 2-150 PSI for
PromateTM Elapsed Time Indicator Universal Input 52400C,55,000C-525,000C satisfactory operation.
OO Unless otherwise specified PVC
PromateTM Time Delay Mechanism 52400C,55,000C-525,000C flow control valves are supplied.
PromateTM Wall Mounting Kit 52400C All PVC and Stainless Steel flow
control valves are male NPT.
PromateTM Solenoid Valve-(1-1/2")CD 52400C Consult Factory for other flow
control valves.
PromateTM Solenoid Valve-(2")OO 55,000C-525,000C
SureFLOTM Flow Control-PVC(2") OO 52400C
SureFLOTM Flow Control Valve-Stainless Steel(2")OO 52400C
SureFLOTM Flow Control Valve-PVC(2"Union)OO 55,000C-525,000C
14

TECHNICAL SPECIFICATIONS
Table 4-Technical Specifications
Model: S2400C S5,000C S10,000C S15,000C S20,000C S25,000C
Flow Rate(GPM): 40 83 166 250 333 416
Flow Rate(GPH): 2400 5000 10000 15000 20000 25000
Inlet\Outlet Size: 2"m NPT 2"m NPT 2"m NPT 2"m NPT 2"m NPT 2"m NPT
Number of Lamps: 1 2 4 6 8 10
Lamp Model No.: 05-1311-R 05-1311-R 05-1311-R 05-1311-R 05-1311-R 05-1311-R
Length: 52-1/8" 52-1/8" 52-1/8" 52-1/8" 52-1/8" 52-1/8"
Width: 6-9/16" 17" 17" 21-1/8" 21-1/8" 21-1/8"
Height: 11-1/8" 15" 34-3/4" 53-1/4" 71-3/4" 90-1/4"
Chamber Diameter: 5-1/2" 5-1/2" 5-1/2" 5-1/2" 5-1/2" 5-1/2"
Shipping Weight: 49 Lbs 116 Lbs 267 Lbs 400 Lbs 534 Lbs 670 Lbs
Voltage:Or 120V 120V 120V 120V 120V 120V
Amps: 1.17A 2.34A 4.68A 7.02A 9.36A 11.7A
Frequency: 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz
Power Consumption:03 140 Watts 280 Watts 560 Watts 840 Watts 1120 Watts 1400 Watts
Lamp Watts: 110 Watts 220 Watts 440 Watts 660 Watts 880 Watts 1100 Watts
Max Operating Pressure: 100 PSI 100 PSI 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 35°F-100°F 35°F-100°F
Quartz Sleeve: 1 2 4 6 8 10
Drain Plug: 1/4"NPT 1/4"NPT 1/4"NPT 1/4"NPT 1/4"NPT 1/4"NPT
Translucent Translucent Translucent Translucent Translucent Translucent
Lamp Out Indicator: Sight Port Sight Port Sight Port Sight Port Sight Port Sight Port
Ultraviolet Monitor:O Optional Optional Optional Optional Optional Optional
Flow Control Valve:O Optional Optional Optional Optional Optional Optional
Audio Alarm:O Optional Optional Optional Optional Optional Optional
Solenoid Valve:O Optional Optional Optional Optional Optional Optional
Time Delay Mechanism:O Optional Optional Optional Optional Optional Optional
Elapsed Time Indicator: Optional Optional Optional Optional Optional Optional
Or 220V 50Hz,220V 60Hz units are also available.Consult Factory for specific voltage requirements.
OO Use of this option is recommended by U.S.Public Health Service"Criteria for Acceptability of an Ultraviolet Disinfection Unit."
Originally issued April,1966.
03 Total power consumption,including ballast loss(based on 120V unit).
All specifications,dimensional data,etc.are approximate and subject to change without notice.
15

REPLACEMENT PARTS
SANITRON® Model S2400C
Figure 10-Exploded View S2400C
15
tag
DETAIL"A" 31
33
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16

Table 5-Replacement Parts S2400C
120v/60Hz 220-240v/50Hz CE/RoHS 220-240v
Item No. Description
Qty Part Number Qty Part Number Qty Part Number
1 EASY-OFF TM End Cap 2 25-0389A 2 25-0389A 2 25-0389A
2 Rubber 0-Ring,Static Gland 2 00-0085A 2 00-0085A 2 00-0085A
3 SteadfastTM Lead Wire&Socket 2 05-2400A 2 05-2400A 2 05-2400A
4 PromateTM Static Gland Nut 2 25-1232C 2 25-1232C 2 25-1232C
5 STER-L-RAY®Lamp 1 05-1311-R 1 05-1311-R 1 05-1311-R
6 Teflon®Washer 2 25-1236A 2 25-1236A 2 25-1236A
7 Rubber 0-Ring,Quartz Sleeve 2 00-1239A 2 00-1239A 2 00-1239A
8 CRYSTAL CLEAR TM Quartz Sleeve 1 15-1082A 1 15-1082A 1 15-1082A
9 Head,Flared 1 25-0763A1 1 25-0763A1 1 25-0763A1
10 Rubber 0-Ring,Flared Head 2 00-0020A 2 00-0020A 2 00-0020A
11 Chamber Head Clamp 2 25-4002A 2 25-4002A 2 25-4002A
12 Wiper Rod Assembly 1 25-0427A 1 25-0427A 1 25-0427A
13 Sight Port Plug 1 30-1075 1 30-1075 1 30-1075
14 Chamber 1 25-7060 1 25-7060 1 25-7060
15 Head,Flared 1 25-0764A1 1 25-0764A1 1 25-0764A1
16 Screw,%"-20 x 3/8"long 4 50-1034 4 50-1034 4 50-1034
17 Lock Washer,%" 4 50-1321 4 50-1321 4 50-1321
18 Flat Washer%" 4 50-1317 4 50-1317 4 50-1317
19 Ballast Housing Cover 1 25-0417A 1 25-0417A 1 25-0417A
20 Screw,No.8 x 3/8"long 6 50-0082 6 50-0082 6 50-0082
21 Ballast Housing 1 25-0418D 1 25-0125A 1 25-0125B
22 Screw,6-32 x%"long 4 50-0155 2 50-0155 2 50-0155
23 SureliteTM Ballast 1 10-0201 1 10-0155 1 10-0116
24 SpeedNut,6-32 4 50-1314 2 50-1314 2 50-1314
25A Dynamic Gland,Wiper Lock 1 25-1510C1 1 25-1510C1 1 25-1510C1
25B Dynamic Gland,Wiper Lock 1 25-4041A 1 25-4041A 1 25-4041A
26 Drain Plug 1 27-1216 1 27-1216 1 27-1216
27 Wiper Clip 1 25-1507C1 1 25-1507C1 1 25-1507C1
28 Wiper Lock Spacer 1 25-1512A1 1 25-1512A1 1 25-1512A1
29 Wiper Knob 1 25-1222 1 25-1222 1 25-1222
30 Rivet 16 50-1300A 16 50-1300A 16 50-1300A
31 Wiper Backup Ring 4 25-1379A1 4 25-1379A1 4 25-1379A1
32 Teflon®Wiper Segment 8 25-1242A 8 25-1242A 8 25-1242A
33 Welded Wiper Rod 1 25-0425A 1 25-0425A 1 25-0425A
34 Push Nut 16 50-1223A 16 50-1223A 16 50-1223A
35 Lead Cord 1 35-1100 1 35-1452 1 35-1452
36 Ferrite:Broadband Clamp-on - - - - 1 35-1766
37 Filter:Power Multi-Stage - - - - 1 35-1765
38 Screw,6-32 x 5/16"long - - - - 2 50-0087
39 Nut,6-32 Tinnerman - - - - 2 50-0163
All specifications,dimensional data,etc.are approximate and subject to change without notice.
17

SANITRON®HIGH CAPACITY SYSTEMS
DIMENSIONAL DATA
Figure 11- S2400C&S5,000C Dimensional Data
16 13*067 364661
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5!68*1742 88(6461 oik'Ad'IP r
MOUN TING komtitor4$1116t 7'
1 VP 4 111
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WIPER s t ROKE
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7
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,,... 60'11210 1016m) IN Ct EARA NCI:
"- - IL P,M16CUAR TZ SLEEVE REMOVAL
SANITROW S2400C
me 52 VW" (1323,!4mml TY P
'400 38 5t16*(973,14 ni mj Ty p„ .0,..i
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SANITROW S5,000C
2 SANITROW S240001, IN SERIES,
INTERCONNECT *WING SUPPL IED,
18

DIMENSIONAL DATA
Figure 12-S10,000C,S15,000C,S20,000C,S25,000C Dimensional Data
2N*115 3 4O1r8m) ............. '6,.„,
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MOUNTING STAND SUPPLIED ?AWNING G STAND SUPPUIIElD,
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S rNI11"11 ON ^S5,0 I IC,IN PARALLEL M NOTISON' S= ,00 I IC,IN PARALLEL
MOUNTING v STAND SUPPLIED MOUNTING STAND SUPPLIED
19

101 Misross Efouhrssorst
NC E 9'63 IIi414rolni,„P40,New Y,,';',414, 11786
661: 6.31173.05'00
ATLANTIC ULTRAVIOLET Vax:[!5'3L2r,S,07-71,
634:273,07SO
CORPORATION*
Mentithismeirent;eiminitem Niette Minetti UMW, ttl4 t.,1
Ottfrnk,', Uttraitiviet Equipment&Lampe Marl:I n ro,fga.„0"1^,;6^,ciato coin
Declaration of Conformity
Manta)Utttadalet Crederagon
trat 375 Merges EterAgearg, rNaudp.tattotr„New Vogt,. 11788
United State);of attrarded
Dedrafe tlfteh;
Eglipments Water 0666f Iles using a gerrnicathe uhriagrolal tampH )Jtatat„„ate veld!wave rartatatea
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Sotrat NuntAtted As specitted on Eta equipment
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EN u73314:2002 Spear:rag on for safety of Itousettetta and atelier eteadicall 41PfOlillnetgli; GArrwal
peageormaras
EN 55011 1998 15'6414 and smettfoOtt of tottliftSfrusenont of ratfk0 disturtsonOts cesteetonstics o$ •traturStriet„
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EN 61 000-3.1:2000 imilt omputriefic f;tortroutatertryttlartl;Test ng surd rrawrorproent tochedattos.Au is
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EN 61 000-3-3 1 995 6Dootrosts09(163.16st CompatOssiit y.,Paft 3:if,sting fad notsaSttretoestt Osstftssotostes
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EN 81/61042:1995 Ettahromegneed Caumpaedertty-P)rgr 4; Hit rut and tneestoreffeent tashrgiques
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EN 610004.41995 Et teelotertagraged Cordate Nagy,Poet 4 Tint ng and rehhatdathont.tlf,,totroicoues—
Secoloe.4 Efte4Mictit fast froffssitoWburst tenunqy todl
EN 610004,51995 Etectfornagentto Carneettalityt Peg 4: Testing feld measurement tttchnkoftes
SiKlidX1 Ii Surge inarnontry test
EN 610004451998 Ettereothar et)c C0660.0bffify,Pott 4 Testator;odd stains fernent tecten twos a
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Signed By: f/ r 137A6f6 4,1/f, 51
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20

MAINTENANCE NOTES
21

MAINTENANCE NOTES
22

MAINTENANCE NOTES
23

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
SAN ITRON®Ultraviolet Water Purifiers or using this unit.If after reading the Hauppauge,New York, 11788
are products of superior quality and 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 unit,contact our offices,
of the SAN ITRON®Ultraviolet weekdays between 8:30 am and 5:00 pm E-mail: [e-mail]
Water Purifiers. Eastern Time,at: Website:Ultraviolet.com
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.
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 SAN ITRON®Ultraviolet Water Purifier.Keep this manual,along with proof of purchase,handy when contacting our offices.
Purchased From: Date:
Model: Serial No.:
24

UV Disinfection Unit Installation/Inspection/Maintenance Form
Record your UV disinfection unit installation information,as well as annual inspection and cleaning results and any other maintenance
activity performed on the UV disinfection unit.
Date of Installation: Name of Installer:
Installation Site:
Remarks:
Date of Inspection/Cleaning/Bulb Replacement Other Maintenance Performed? Notes
NIN-UV-SAL-1 ©2009 Orenco Systems®,Inc.
Rev.1.1©9/09
Page 6 of 6

HACH ®
D00O23.54.03232
SOLITAX sc
User Manual
12/2009, Edition 4A
©HACH Company, 2006-2009. All rights reserved. Printed in Germany.

Table of Contents
Section 1 Specifications 5
Section 2 General Information 7
2.1 Safety Information 7
2.1.1 Use of Hazard Information 7
2.1.2 Precautionary Labels 7
2.2 Sensor Overview 8
2.3 Measuring Principle 8
2.4 Handling 8
Section 3 Installation 9
3.1 Unpacking the Instrument 9
3.1.1 Function Check 9
3.2 Sensor Installation 10
3.3 Pipe Installation 11
3.4 Connecting sensor cable 13
Section 4 Operations 15
4.1 Use of an sc controller 15
4.2 Sensor Setup 15
4.3 Sensor Data Logging 15
4.4 Sensor Diagnostics Menu for pH and ORP 15
4.5 Sensor Setup Menu 15
4.6 Calibration 16
4.6.1 Setting the Outmode 17
4.6.2 Calibration for Turbidity 17
4.6.2.1 Calculating the Factor 17
4.6.3 Calibration for Suspended Solids 18
4.6.3.1 For Single Point (Factor)Calibration 18
4.6.3.2 Multi-point Calibration 18
Section 5 Maintenance 19
5.1 Maintenance Schedule 19
5.2 Cleaning the Sensor Measuring Windows 19
5.3 Replacing the Wiper 20
Section 6 Troubleshooting 21
6.1 Error Codes 21
6.2 Warnings 21
Section 7 Replacement Parts and Accessories 23
7.1 Immersion Sensors 23
7.2 Insertion Sensors 23
7.3 Replacement Parts 23
Section 8 Contact Information 25
Section 9 Limited warranty 27
Appendix A Modbus Register Information 29
3

Table of Contents
4

Section 1 Specifications
Specifications are subject to change without notice.
Measuring Technique Infrared Duo scattered light technique for color-independent turbidity measurement
Turbidity in accordance with DIN EN 27027/TS equivalent DIN 38414
t-line turbidity: 0.001-4000 FNU/NTU
Measuring Range is-line, inline turbidity: 0.001-4000 FNU/NTU; TSS content: 0.001 mg/L-50 g/L
hs-line, highline turbidity: 0.001-4000 FNU/NTU; TSS content: 0.001 mg/L-500 g/L TSS
Reproducibility Turbidity< 1 %,Total Suspended Solids(TSS)<3%
Turbidity up to 1000 FNU/NTU:
Measuring Accuracy without calibration < 5%of the measured value±0.01 FNU/NTU
with calibration < 1 %of the measured value±0.01 FNU/NTU
Technique variation 1 % in accordance with DIN 38402
coefficient
Response Time 1 s<T90< 300 s (adjustable)
Calibration Zero point permanently set from the factory, gradient once for the TS content
Cable Length 10 m(33 ft), max. 100 m(328 ft)with extension cable
Ambient Temperature 0 to+40°C(32 to 104°F)
Stainless steel: <_6 bar or<_60 m(87 psi)
Pressure Range
PVC: <_ 1 bar or<_ 10 m(14,5 psi)
Flow Velocity Max. 3 m/s(the presence of air bubbles affects the measurement)
Optics carrier and sleeve: stainless steel 1.4571 or PVC black
Wiper shaft: stainless steel 1.4104
Wiper arm:stainless steel 1.4581
Wiper rubber:silicone rubber(standard)Optional:Viton1 (LZX578)
Windows and light guide: quartz glass
Materials 0-rings(optics carrier,wiper,windows): NBR (acrylonitrile butadiene rubber)
Housing seals: NBR 70
Sensor connecting cable (hard-wired): 1 cable pair AWG 22/12 V DC twisted, 1 cable pair AWG
24/data twisted, common cable screen, Semoflex (PUR)
Sensor connection plug (hard-wired):type M12 enclosure rating IP 67
Threaded cable fitting: stainless steel 1.4305
Inspection interval On request 1/year service contract with guarantee extension to 5 years
Tank probe: D x L 60 mm x 200 mm(2 x 8 in.)
Probe for pipe installation: D x L 60 mm x 315 mm(2 x 12.4 in.)
Dimensions
(Pipe installation fitting: DN 65/PN 16 DIN 2633; < 5 bar(73 psi);for pipes from DN 80)
Distance sensor-wall (floor): TS> 10 cm(4 in.), turbidity>50 cm(20 in.)
Tank probe: approx. 1.8 kg (63 oz)(t-line: approx. 0.6 kg (21 oz))
Probe for pipe installation: approx. 2.4 kg (85 oz)
Weight
Pipe installation fitting: approx. 2.7 kg (95 oz)(without probe)
Pipe installation safety fitting:approx. 18 kg (40 lb)(without probe)
User Maintenance 1 h/month,typical
Certifications CE
1 Viton®is a registered trademark of E.I. DuPont de Nemours+Co.
5

Specifications
Figure 1 Sensor Dimensions
O 7mm
(0.28 inches)
41
(001
111111111111 200 mm
(7.87 inches)
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1. SOLITAX sc models t-line, is-line, and hs-line for immersion in open tanks
2. SOLITAX sc models inline and highline sensors for insertion in pipes
6

Section 2 General Information
2.1 Safety Information
Please read this entire manual before unpacking, setting up, or operating this equipment.
Pay attention to all danger and caution statements. Failure to do so could result in serious
injury to the operator or damage to the equipment.
Make sure that the protection provided by this equipment is not impaired, do not use or
install this equipment in any manner other than that specified in this manual.
2.1.1 Use of Hazard Information
DANGER
\V• Indicates a potentially or imminently hazardous situation which, if not avoided, will
result in death or serious injury.
CAUTION
\V• Indicates a potentially hazardous situation that may result in minor or moderate
injury.
Important Note:Information that requires special emphasis.
Note:Information that supplements points in the main text.
2.1.2 Precautionary Labels
Read all labels and tags attached to the instrument. Personal injury or damage to the
instrument could occur if not observed
I\ This symbol, if noted on the instrument, references the instruction manual for operation and/or safety information.
/\ This symbol indicates that a risk of electrical shock and/or electrocution exists.
Electrical equipment marked with this symbol may not be disposed of in European public disposal systems after 12
August of 2005. In conformity with European local and national regulations(EU Directive 2002/96/EC), European
electrical equipment users must now return old or end-of life equipment to the Producer for disposal at no charge to
the user.
Note:For return for recycling,please contact the equipment producer or supplier for instructions on how to return
end-of-life equipment,producer-supplied electrical accessories, and all auxiliary items for proper disposal.
7

General Information
2.2 Sensor Overview
Note:All sensors are also available without wipers for special applications.
t-line: 0.001-4000 FNU/NTU
High-resolution turbidity probe made of plastic for the outlets of sewage treatment plants
and bodies of water.
is-line: 0.001-4000 FNU/NTU; 0.001 mg/L-50.0 g/L
High-precision turbidity and solids probe made of stainless steel or plastic for
color-independent measurement of fine turbidities and sludges.
hs-line: 0.001-4000 FNU/NTU; 0.001 mg/L-500.0 g/L
High-precision turbidity and solids probe made of stainless steel or plastic for
color-independent measurement of highly concentrated sludges.
inline: 0.001-4000 FNU/NTU; 0.001 mg/L-50.0 g/L
High-precision pipe installation probe for turbidity and solids made of stainless steel for
color-independent measurement of fine turbidities and sludges.
highline: 0.001-4000 FNU/NTU; 0.001 mg/L-500.0 g/L
High-precision pipe installation probe for turbidity and suspended solids made of stainless
steel for color-independent measurement of highly concentrated sludges.
Figure 2 Solitax sc Sensors
r
/' mac.
.fie.
•
Gar
7.40
2.3 Measuring Principle
The measuring principle is based on a combined infrared absorption scattered light
technique that measures the lowest turbidity values in accordance with DIN EN 27027 just
as precisely and continuously as high sludge content. Using this method, the light
scattered sideways by the turbidity particles is measured over an angle of 90°.
2.4 Handling
The sensor contains high-quality optical and electronic assemblies. Make sure the sensor
is not subjected to any hard mechanical knocks. There are no customer-serviceable items
inside the sensor.
8

Section 3 Installation
DANGER
�1 Only qualified personnel should conduct the tasks described in this section of the
• manual.
3.1 Unpacking the Instrument
Figure 3 Items Supplied with Sensor)
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__fr
e Manua\
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vasvum ai �////�
.r ,
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79,
1. SOLITAX sc Sensor 3. Factory Test Certificate
2. User Manual 4. Wiper Set(for 5 changes)LZX050
3.1.1 Function Check
After unpacking, both components should be checked for any transport damage and a
short function check performed prior to installation.
To perform a function check, connect the sensor to the display unit and power the unit.
Shortly after the unit is plugged in, the display is activated and the instrument switches to
the measurement display. Measured values taken in air is meaningless.
If no messages appear in the lower part of the display, the function check is
then complete.
9

Installation
3.2 Sensor Installation
Figure 4 on page 10 illustrates the installation overview for Solitax sc Models t-line, is-line,
and hs-line for immersion in open tanks.
The maximum distance from the mounting surface to the sensor without the use of an
extension tube is 1.5 m (4.9 ft). When that distance exceeds 1.5 m (4.9 ft), one of the
following extension tubes is required and can be ordered separately:
• 1.0 m (3.28 ft)extension pipe LZY413
• 1.8 m (5.90 ft)extension pipe LZY414
To ensure a suitable measuring position, install the probe to the following conditions:
• The probe optical window must have a ground clearance of at least 30 cm (11.8 in.).
• Install the probe with the optical window facing (downstream) in the direction of the
flow to minimize the risk of fouling.
• Avoid installation sites where air bubbles are inconsistent. If this not possible, try
moving the probe slightly or adjusting its alignment to minimize the bubble effect.
• Protect the probe against the oncoming flow of large objects, such as branches or ice
and against flow surges.
• Avoid installing the probe with the optical window facing into direct light or facing a
highly-reflective surface.
Figure 4 Sensor Installation Overview
rfD/O/9////9 r c1
2000 mm
(78.7 inches)
e e
� 9
1.5mMAX
(4.9 feet)
130 mm
(5.1 inches)
280 mm
(11.0 inches)
10

Installation
3.3 Pipe Installation
• Install the sensor in an up-flow pipe section for best results. Do not mount the sensor
in a down-flow pipe section.
• Mounting in a horizontal pipe section is acceptable if the sensor is fully immersed at all
times. Usually, mounting 90 degrees from the top of the pipe guarantees full
immersion. Do not mount on the top or bottom of a horizontal pipe section.
• Install the sensor in a pipe that is equal to or greater than 4 inches in diameter.
• Install the sensor at least 1.5 m (5 ft.)or three times the pipe diameter(whichever is
greater)downstream of pumps, valves, or pipe elbows.
• Install the sensor on the discharge side of a pump, if possible, with a dilution or flush
valve installed on the suction side of the pump.
• If the sensor is to be used to measure sludge with significant amounts of debris, install
it after a sludge grinding pump or after a pump with a grinding/comminuting unit in
front of it.
• Install the sensor within 7.8 m (25 ft.)of the controller with the standard probe cable.
Optional cable extensions can be added for a maximum combined distance of
100 meters (330 ft.).
• If the flange cannot be welded to the pipe due to incompatibility of materials between
the stud and the pipe, it is recommended that a stainless steel pipe section be
fabricated. Weld the flange onto the stainless steel pipe section and attach the
stainless steel section as a segment of the process pipe.
11

Installation
Figure 5 Proper Positioning for Insertion into Pipe
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1
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top
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Direction of Flow
1
Ai ,I
12

Installation
3.4 Connecting sensor cable
CAUTION
As, Always lay cables and hoses so they do not pose a trip hazard and are not bent.
1. Unscrew the protective cap on the controller socket and retain it.
2. Pay attention to the guide in the plug and push the plug into the socket.
3. Tighten the nuts.
Connector cables are available in various lengths (refer to Section 7 Replacement Parts
and Accessories on page 23). Maximum overall cable length: 50 m (165 ft).
Figure 6 Connection of the sensor plug to the controller
- -
•
Figure 7 Sensor connector pin assignment
c� G G
O\' 1
�1 G O
mw
Number Description Cable colour(Standard-Cable)
1 +12 VDC brown
2 Ground black
3 Data (+) blue
4 Data (—) white
5 Screen Screen (grey)
6 Notch —
13

Installation
14

Section 4 Operations
4.1 Use of an sc controller
Before using the sensor in combination with an sc controller, refer to the controller user
manual for navigation information.
4.2 Sensor Setup
When a sensor is initially installed, the serial number of the sensor will be displayed as the
sensor name. To change the sensor name refer to the following instructions:
1. Select Main Menu.
2. From the Main Menu, select SENSOR SETUP and confirm.
3. Highlight the appropriate sensor if more than one sensor is attached and confirm.
4. Select CONFIGURE and confirm.
5. Select EDIT NAME and edit the name. Confirm or cancel to return to the Sensor
Setup menu.
4.3 Sensor Data Logging
A data memory and event memory per sensor are available via the sc controller. While
measured data are saved in the data memory at stipulated intervals, the event memory
collects numerous events such as configuration changes, alarms and warning conditions.
Both the data memory and the event memory can be read out in CSV format. For
information on how you can download the data, please see the controller manual.
4.4 Sensor Diagnostics Menu for pH and ORP
SELECT SENSOR(if more than one sensor is attached)
STATUS
ERROR LIST See section 6.1 on page 21.
WARNING LIST See section 6.2 on page 21..
4.5 Sensor Setup Menu
SELECT SENSOR(if more than one sensor is attached)
WIPE
Initiates a wiping action on the sensor window.
CALIBRATE
Select the behavior of the outputs during calibration for zero point setting (Hold,Active, Transfer,
SET OUTMODE Selection). Hold maintains the last reading prior to going into the menu.Active transmits the
current level readings, corrected with previous calibration data until new data is entered. Set
Transfer transmits the value designated during the system setup
SENSOR MEASURE Displays the current, uncorrected measured value.
CONFIGURE Select the calibration type and follow the calibration steps for 2 point, 3 point,4 point, and 5 point
calibration.
FACTOR/2 POINTS/
3 POINTS/4 POINTS/ Display depends on the selection in configuration.
5 POINTS
SET CAL DEFAULT Return the instrument to the default calibration settings.
15

Operations
4.5 Sensor Setup Menu (continued)
CONFIGURE
EDIT NAME Enter up to a 10-digit name in any combination of symbols and alpha or numeric characters.
This setting configures the Solitax to measure turbidity or suspended solids. The Solitax cannot
SET PARAMETER simultaneously measure both. Choose"TRB"for turbidity measurements,or"TS"for suspended
solids measurement. This selection determines which units may be selected in the "Meas Units"
menu.
Choose from the displayed units.TRB (FNU, EBC, TE/F, NTU); TS (mg/L, g/L, ppm, %)
Default: FNU
If TRB was selected in set parameter, select"NTU" (commonly used in the U.S.), FNU, EBC, or
MEAS UNITS TE/F. If TS was selected, choose mg/L, g/L, ppm,or%. Press enter to choose the selection. If
the units selected result in a reading that exceeds 4 digits, the display will only show dashes.
For example, if mg/L were selected, and the measurement was 10,500 mg/L, the display will
show dashes until the reading drops to 9999 or lower.
Select the cleaning interval (1, 5, 15 or 30 minutes; 1, 4,or 12 hours; 1, 3, 7 days)
Default: 12 hours
CLEAN INTERVAL This is the interval between wiper cleaning of the sensor window. It is recommended to start with
a setting of 30 minutes. This time may be adjusted according to the application. If readings
continue to be accurate, try a longer interval. If not, shorten the interval.
This is a damping function. While the Solitax takes readings continually, it will average them
RESPONSE TIME together over the period of the response time. Once the response time has elapsed,the
displayed reading,4-20 outputs, and alarm status are updated. (0 to 300 seconds)
Default: 3 seconds
This is the datalog interval,with options from 1-15 minutes. Values logged are the average of
LOGGER INTERVAL the all readings during the previous logging interval. The controller will hold approximately
360 days of readings for one sensor at 15 minute intervals,or 24 days at 1 minute intervals(and
proportional in between). Default:10 minutes
SET DEFAULTS Resets all user-editable options to the factory-defaults.
TEST/MAIN
PROBE INFO Displays the sensor type,entered name of the sensor(Default:sensor serial number),the sensor
serial number, the software version number, and the sensor driver version number.
PROFILE Select Profile Counter to display the number of wipes made (from 20000 backwards). Select
Reset Config to manually reset the profile counter.
COUNTER Shows the number of hours or cycles left for operating hours, test/maint, gasket, and the motor.
WIPE—Initiates the wiping action of the wiper.
SIGNALS—displays the signal outputs for the device.
TEST/MAIN OUTPUT MODE—Select the behavior of the instrument outputs(Hold,Active, Transfer,
Selection)
DEFAULT SETUP—Resets all user-editable options to the factory defaults.
4.6 Calibration
There are two calibration techniques; depending on whether turbidity or suspended solid
is required (refer to section 4.6.2 or section 4.6.3 on page 18). Before calibration,
determine the behavior of the 4-20 outputs and alarm relays while the user is in the
CALIBRATE menu (refer to section 4.6.1).
16

Operations
4.6.1 Setting the Outmode
1. From the Main Menu, select SENSOR SETUP and press confirm.
2. Select the appropriate sensor if more than one is attached and confirm.
3. Select CALIBRATE and press confirm.
4. Select SET OUTMODE. Select the available Out Mode (Active, Hold, Transfer) and
confirm.
4.6.2 Calibration for Turbidity
Turbidity calibration requires the use of a Turbidity Standard Solution. The manufacturer
recommends the 800 NTU Turbidity Standard Solution (part of the calibration kit No.
57330-00). A zero-point calibration using deionized water is also recommended.
1. From the Main Menu, select SENSOR SETUP and press confirm.
2. Select the appropriate sensor if more than one is attached and confirm.
3. Select CALIBRATE and press confirm.
4. Select SENSOR MEASURE and confirm.
5. Place the sensor in the calibration cylinder with deionized water, mounting it with the
supplied clamp. The tip of the probe should be approximately 1-inch below the surface
of the water. Record the reading from the sensor measure display.
6. Select OFFSET. Multiply the reading obtained in step 5 and enter the value.
7. Select SENSOR MEASURE.
8. Rinse the outside of the StablCal®800 NTU standard with water to remove any dust
or debris adhering to the surface of the bottle. Gently invert both StablCal standard
bottles a minimum of 50 times. Remove the lid and seal from each bottle. Slowly(to
avoid creating bubbles) pour the contents of the bottles into the calibration cylinder.
Immediately place the tip of the probe into the positioning bracket in the calibration
cylinder. The tip of the probe should be approximately 1-inch below the surface
standard. Allow the reading to become stable on the SENSOR MEASURE screen.
Record the value (measured value). Calculate the factor. Refer to section 4.6.2.1.
9. Select FACTOR to display the corrected measurement.
4.6.2.1 Calculating the Factor
800 NTU Standard
New Factor=
measured value
For example, if a sample measures 750 NTU using the sensor and the standard is
800 NTU, the new factor would be calculated as follows:
800 NTU
New Factor= = 1.07
750 NTU
17

Operations
4.6.3 Calibration for Suspended Solids
Suspended solids calibration requires calibration to the actual sample. This optimizes the
compensation for the particle size and shape typical at a measuring site. It is best
performed by mounting the sensor as usual for normal measurement, and then grab
samples collected and evaluated by laboratory methods. While a single point calibration is
usually sufficient to provide accuracy, the SOLITAX does offer the ability to calibrate with
up to 5 calibration points.
1. From the Main Menu, select SENSOR SETUP and press confirm.
2. Select the appropriate sensor if more than one is attached and confirm.
3. Select CALIBRATE and press confirm.
4. Select CONFIGURE and confirm.
5. Select the number of points desired for calibration (the unit with linearly interpolate
values between calibration points). Select Factor for a single point calibration.
6. Mount the sensor as is during normal operation. Alternatively, place the sensor in the
calibration cylinder(or a container with dark, non-reflective walls)2 inches of
clearance from the probe face with the probe face submerged by 1 inch or more.
7. Select SENSOR MEASURE and record the reading.
8. Immediately take a grab sample. Determine the total suspended solids using a
gravimetric method such as Method 2540 D in Standards Methods for the
Examination of Water and Waste Water.
9. Calculate the new factor. Refer to section 4.6.3.1 for single point (Factor)calibration.
Refer section 4.6.3.2 on page 18 for multiple point calibrations.
10. Select FACTOR and press confirm. The corrected measurement should be displayed.
4.6.3.1 For Single Point (Factor) Calibration
Calculate the new factor:
Determined gravimetric value
New Factor=
measured value
For example, if a sample measures 2.3 g/L using the SS sensor and the gravimetric value
was 2.0 g/L, the new factor would be calculated as follows:
2.0 g/L
New Factor= =0.87
2.3 g/L
4.6.3.2 Multi-point Calibration
1. Repeat steps 6-8 in section 4.6.3 on page 18 at different times to obtain different
measurements.
2. From the CONFIGURE menu, select the appropriate calibration point menu.
3. Enter the pairs of values for each reading, the target value being the laboratory
determined value, and the actual value being the reading that the SOLITAX produced
in step 5. The pairs should be entered in order from lowest values to highest.
18

Section 5 Maintenance
DANGER
�� Only qualified personnel should conduct the tasks described in this section of the
manual.
Proper maintenance of the measuring windows in the sensor is critical for accurate
measurements. The measuring windows should be checked monthly for soiling and the
wiper checked for wear.
Important Note: The seals must be replaced every 2 years by the Service Department. If
the seals are not changed regularly, water may enter the probe head and seriously
damage the instrument.
5.1 Maintenance Schedule
Maintenance Task Duration
Visual inspection monthly
Check calibration monthly
(depending on the ambient conditions)
Inspection six months(counter)
Seal change every 2 years (counter)
Change wiper and reset counter as per counter(20000 cycles)
5.2 Cleaning the Sensor Measuring Windows
CAUTION
Always were
• Safety glasses,
• Gloves and
• Overal
handling hydrochloric acid and observe safety regulations.
The measuring windows are made of quartz glass. If necessary, they can be cleaned with
a cleaning agent and a cloth.
19

Maintenance
5.3 Replacing the Wiper
The life of the wiper is dependent on the number of cleaning actions performed and the
type of deposits to be removed. The life of the wiper varies. The wipers supplied with the
instrument should last for approximately one year.
1. From the Main Menu, select SENSOR SETUP and press confirm.
2. Select the appropriate sensor if more than one is attached and confirm.
3. Select TEST/MAINT and press confirm.
4. Select PROFILE and confirm. Change the wiper, see section 5.3 on page 20.
5. Select RESET CONFIG and confirm.
6. Select MAN. RESET ARE YOU SURE? and confirm.
Figure 8 Wiper Replacement
O0
o, o '
1. Wiper arm 3. Wiper
2. M4 hex socket head bolt 4. Wiper axle
20

Section 6 Troubleshooting
6.1 Error Codes
In the case of an error, the indication of the measured value flashes on the display and all
the contacts and current outputs allocated to this sensor are placed on hold. The following
conditions will result in flashing measured values:
• Data transmission between controller and sensor interrupted
On the Main menu open the SENSOR DIAG menu using ENTER and determine the
cause of the fault.
Table 1 Error Messages
Error Displayed Cause Solution
POS. UNKNOWN Wiper position unknown Open the TEST/MAINT menu and trigger the"WIPE"function, if the
problem persists contact the manufacturer's customer service
LED FAULTY Faulty LED Contact customer service
MOIST Moisture value> 10 Remove the sensor immediately and store in a dry place, contact
customer service
CAL. DATA Factory calibration data lost Contact customer service
6.2 Warnings
A warning results in a flashing warning icon on the right of the display, all menus, contacts
and outputs remain unaffected and continue to work normally. On the Main menu open the
SENSOR DIAG menu using ENTER and determine the cause of the warning.
A warning may be used to trigger a relay and users can set warning levels to define the
severity of the warning.
Table 2 Warnings
Warning Displayed Cause Solution
WARNING Cause Action
REPLACE WIPER Counter elapsed Replace wiper, reset counter
TEST/MAINT Counter elapsed Contact customer service
GASKET Counter elapsed Contact customer service
21

Troubleshooting
22

Section 7 Replacement Parts and Accessories
7.1 Immersion Sensors1
Description Catalog Number
Turbidity,t-line sc, PVC with wiper(0.001 to 4000 NTU) LXV423.99.10000
Turbidity, t-line sc, PVC without wiper(0.001 to 4000 NTU) LXV423.99.12000
Turbidity and Suspended Solids,is-line sc, LXV423.99.10100
PVC with wiper(0.001 to 4000 NTU,0.001 mg/L to 50 g/L)
Turbidity and Suspended Solids, is-line sc, LXV423.99.12100
PVC without wiper(0.001 to 4000 NTU, 0.001 mg/L to 50 g/L)
Turbidity and Suspended Solids,is-line sc,stainless steel with wiper LXV423.99.00100
(0.001 to 4000 NTU,0.001 mg/L to 50 g/L)
Turbidity and Suspended Solids,is-line sc,stainless steel without wiper LXV423.99.02100
(0.001 to 4000 NTU, 0.001 mg/L to 50 g/L)
Turbidity and Suspended Solids, hs-line sc, PVC with wiper LXV423.99.10200
(0.001 to 4000 NTU,0.001 mg/L to 500 g/L)
Turbidity and Suspended Solids, hs-line sc, PVC without wiper LXV423.99.12200
(0.001 to 4000 NTU, 0.001 mg/L to 500 g/L)
Turbidity and Suspended Solids, hs-line sc,stainless steel with wiper LXV423.99.00200
(0.001 to 4000 NTU,0.001 mg/L to 500 g/L)
Turbidity and Suspended Solids, hs-line sc, stainless steel without wiper LXV423.99.02200
(0.001 to 4000 NTU, 0.001 mg/L to 500 g/L)
1 All sensors come with the sensor, replacement wipers, and manual.
7.2 Insertion Sensors1
Description Catalog Number
Turbidity and Suspended Solids, inline sc,stainless steel with wiper LXV424.99.00100
(0.001 to 4000 NTU,0.001 mg/L to 50 g/L)
Turbidity and Suspended Solids, inline sc, stainless steel without wiper LXV424.99.02100
(0.001 to 4000 NTU, 0.001 mg/L to 50 g/L)
Turbidity and Suspended Solids, highline sc,stainless steel with wiper LXV424.99.00200
(0.001 to 4000 NTU,0.001 mg/L to 500 g/L)
Turbidity and Suspended Solids, highline sc, stainless steel without wiper LXV424.99.02200
(0.001 to 4000 NTU, 0.001 mg/L to 500 g/L)
1 All sensors come with the sensor, replacement wipers, and manual.
7.3 Replacement Parts
Description Catalog Number
Set of wipers(for 5 changes)made of silicone for normal applications LZX050
Set of wipers(for 5 changes)made of Viton fore. g. media containing oil LZX578
SOLITAX sc User Manual,english D00O23.54.03232
Extension cable, 5 m(16.4 ft) LZX848
Extension cable, 10 m(33 ft) LZX849
Extension cable, 15 m(50 ft) LZX850
Extension cable,20 m(65 ft) LZX851
Extension cable, 30 m(100 ft) LZX852
Extension cable, 50 m(165 ft) LZX853
23

Replacement Parts and Accessories
7.3 Replacement Parts (continued)
Description Catalog Number
Extension pipe, 1,0 m(3.28 ft) LZY413
Extension pipe, 1,8 m(5.90 ft) LZY414
Installation kit,fixed-point(for t-line,is-line, and hs-line immersion sensors) LZX414.00.10000
Consisting of:
Base ATS010
Mounting plate HPL061
Holding clamp(2x) LZX200
Assembly pipe 2 m BRO075
HS small parts set LZX416
Installation kit with straight adapter LZX414.00.20000
Kit, screws and seals for sensor adapters LZX417
Miscellaneous hardware for probe installation kit LZX416
Second fastening point, includes: bracket, sensor pipe stand, sensor pipe stand bracket, screws, LZX456
and grommet)
Sensor fixed-point mounting kit: Sensor pipe bracket ATS010
Sensor pipe stand bracket LZX200
L-bracket ATS011
Adapter, Sensor 90°elbow AHA034
Ball valve for insertion probes without adapting flange LZX337
Welded flange made of C-steel for the pipe installation fitting LZX703
Welded flange made of stainless steel for pipe installation safety fitting LZX660
24

Section 8 Contact Information
HACH Company Repair Service in the Repair Service in Canada: Repair Service in
World Headquarters United States: Hach Sales&Service Latin America,the
P.O. Box 389 HACH Company Canada Ltd. Caribbean,the Far East,
Loveland, Colorado Ames Service 1313 Border Street, Unit 34 Indian Subcontinent,Africa,
80539-0389 U.S.A. 100 Dayton Avenue Winnipeg, Manitoba Europe, or the Middle East:
Tel (800)227-HACH Ames, Iowa 50010 R3H 0X4 Hach Company World
(800)-227-4224 Tel [phone] Tel [phone] Headquarters,
(U.S.A. only) (U.S.A. only) (Canada only) P.O. Box 389
Fax [phone] Fax [phone] Tel [phone] Loveland, Colorado,
[e-mail] Fax [phone] 80539-0389 U.S.A.
www.hach.com [e-mail] Tel[phone]
Fax[phone]
[e-mail]
HACH LANGE GMBH HACH LANGE LTD HACH LANGE LTD HACH LANGE GMBH
WillstatterstraRe 11 Pacific Way Unit 1, Chestnut Road Hutteldorferstr. 299/Top 6
D-40549 Dusseldorf Salford Western Industrial Estate A-1140 Wien
Tel. [phone] GB-Manchester, M50 1DL IRL-Dublin 12 Tel. [phone]
Fax[phone] Tel. [phone] Tel. [phone] Fax[phone]
[e-mail] Fax[phone] Fax[phone] [e-mail]
www.hach-lange.de [e-mail] [e-mail] www.hach-lange.at
www.hach-lange.co.uk www.hach-lange.ie
HACH LANGE HACH LANGE FRANCE HACH LANGE SA DR. LANGE NEDERLAND
Rorschacherstrasse 30 a S.A.S. Motstraat 54 B.V.
CH-9424 Rheineck 8, mail Barthelemy Thimonnier B-2800 Mechelen Laan van Westroijen 2a
Tel. [phone] Lognes Tel. [phone] NL-4003 AZ Tiel
Fax [phone] F-77437 Marne-La-Vallee Fax[phone] Tel. [phone]
[e-mail] cedex 2 [e-mail] Fax[phone]
www.hach-lange.ch Tel. [phone] www.hach-lange.be [e-mail]
Fax[phone] www.hach-lange.nl
[e-mail]
www.hach-lange.fr
HACH LANGE APS HACH LANGE AB HACH LANGE S.R.L. HACH LANGE S.L.U.
Akandevej 21 Vinthundsvagen 159A Via Riccione, 14 Edif.Arteaga Centrum
DK-2700 Branshaj SE-128 62 Skondal 1-20156 Milano C/Larrauri, 1C-2a P1.
Tel. [phone] Tel. [phone] Tel. [phone] E-48160 Derio/Vizcaya
Fax[phone] Fax[phone] Fax[phone] Tel. [phone]
[e-mail] [e-mail] [e-mail] Fax[phone]
www.hach-lange.dk www.hach-lange.se www.hach-lange.it [e-mail]
www.hach-lange.es
HACH LANGE LDA HACH LANGE SP.ZO.O. HACH LANGE S.R.O. HACH LANGE S.R.O.
Av. do Forte n°8 ul. Opolska 143 a Lesanska 2a/1176 Rol'nicka 21
Fracpao M PL-52-013 Wroc#aw CZ-141 00 Praha 4 SK-831 07 Bratislava—
P-2790-072 Carnaxide Tel. [phone] Tel. [phone] Vajnory
Tel. [phone] Fax[phone] Fax[phone] Tel. [phone]
Fax[phone] [e-mail] [e-mail] Fax[phone]
[e-mail] www.hach-Iange.pl www.hach-lange.cz [e-mail]
www.hach-Iange.pt www.hach-lange.sk
HACH LANGE KFT. HACH LANGE S.R.L. HACH LANGE HACH LANGE SU
Voroskereszt utca. 8-10. Str. Caminului nr. 3 8, Kr. Sarafov str. ANALIZ SISTEMLERI
H-1222 Budapest XXII. ker. Sector 2 BG-1164 Sofia LTD.STI.
Tel. [phone] RO-021741 Bucure§ti Tel. [phone] Hilal Mah. 75. Sokak
Fax[phone] Tel. [phone] Fax[phone] Arman Plaza No: 9/A
[e-mail] Fax[phone] [e-mail] TR-06550 cankaya/ANKARA
www.hach-lange.hu [e-mail] www.hach-lange.bg Tel. [phone]
www.hach-lange.ro Fax[phone]
[e-mail]
www.hach-lange.com.tr
25

Contact Information
HACH LANGE D.O.O. HACH LANGE E.D.E. HACH LANGE E.P.E. HACH LANGE D.O.O.
Fajfarjeva 15 AuAiboc 27 27,Avlidos str Ivana Severa bb
SI-1230 Dom2ale GR-115 27 Aerjva GR-115 27 Athens 42 000 Vara2din
Tel. [phone] TqA. [phone] Tel. [phone] Tel. [phone]
Fax[phone] Fax[phone] Fax[phone] Fax[phone]
[e-mail] [e-mail] [e-mail] [e-mail]
www.hach-lange.si www.hach-lange.gr www.hach-lange.gr www.hach-lange.hr
HACH LANGE MAROC
SARLAU
Villa 14—Rue 2 Casa
Plaisance
Quartier Racine Extension
MA-Casablanca 20000
Tel. [phone]
Fax[phone]
[e-mail]
www.hach-lange.ma
26

Section 9 Limited warranty
Hach Company warrants its products to the original purchaser against any defects that are
due to faulty material or workmanship for a period of one year from date of shipment
unless otherwise noted in the product manual.
In the event that a defect is discovered during the warranty period, Hach Company agrees
that, at its option, it will repair or replace the defective product or refund the purchase price
excluding original shipping and handling charges.Any product repaired or replaced under
this warranty will be warranted only for the remainder of the original product warranty
period.
This warranty does not apply to consumable products such as chemical reagents; or
consumable components of a product, such as, but not limited to, lamps and tubing.
Contact Hach Company or your distributor to initiate warranty support. Products may not
be returned without authorization from Hach Company.
Limitations
This warranty does not cover:
• Damage caused by acts of God, natural disaster, labor unrest, acts of war(declared or
undeclared), terrorism, civil strife or acts of any governmental jurisdiction
• Damage caused by misuse, neglect, accident or improper application or installation
• Damage caused by any repair or attempted repair not authorized by Hach Company
• Any product not used in accordance with the instructions furnished by Hach Company
• Freight charges to return merchandise to Hach Company
• Freight charges on expedited or express shipment of warranted parts or product
• Travel fees associated with on-site warranty repair
This warranty contains the sole express warranty made by Hach Company in connection
with its products. All implied warranties, including without limitation, the warranties of
merchantability and fitness for a particular purpose, are expressly disclaimed.
Some states within the United States do not allow the disclaimer of implied warranties and
if this is true in your state the above limitation may not apply to you. This warranty gives
you specific rights, and you may also have other rights that vary from state to state.
This warranty constitutes the final, complete, and exclusive statement of warranty terms
and no person is authorized to make any other warranties or representations on behalf of
Hach Company.
Limitation of Remedies
The remedies of repair, replacement or refund of purchase price as stated above are the
exclusive remedies for the breach of this warranty. On the basis of strict liability or under
any other legal theory, in no event shall Hach Company be liable for any incidental or
consequential damages of any kind for breach of warranty or negligence.
27

Limited warranty
28

Appendix A Modbus Register Information
Table 3 Sensor Modbus Registers
Group Name Tag Name Register Data Type# Length RIW Description
Measurements TurbidityFNU 40001 Float 2 R Turbidity FNU
Measurements TurbidityEBC 40003 Float 2 R Turbidity EBC
Measurements SolidsMGL 40005 Float 2 R Solids mg/L
Measurements SolidsGL 40007 Float 2 R Solids g/L
Measurements SolidsPR 40009 Float 2 R Solids%
— Reserved 40011 Unsigned Integer 1 R Reserved
Base Parameter 40012 Unsigned Integer 1 R/W Parameter
Base UnitTRB 40013 Unsigned Integer 1 R/W Unit Turbidity
Base UnitTS 40014 Unsigned Integer 1 R/W Units Solids
Calibration OffsetTRB 40015 Float 2 R/W Turbdity Offset
Calibration FactorTRB 40017 Float 2 R/W Turbidity Factor
Calibration FactorTS 40019 Float 2 R/W Solids Factor
Data Wiperstate 40021 Unsigned Integer 1 R/W Wiper register
Setup Responselnterval 40022 Unsigned Integer 1 R/W Response time
Setup Cleaninglnterval 40023 Unsigned Integer 1 R/W Wiper interval
Setup Loglnterval 40024 Unsigned Integer 1 R/W Logger interval
Setup Outputmodekal 40025 Unsigned Integer 1 R/W Output when calibrate
Setup Outputmodesry 40026 Unsigned Integer 1 R/W Output when service
Setup Location 40027 String 8 R/W Edited name
Setup ProfilCounter 40035 Unsigned Integer 1 R/W Profi counter
Data SerienNummer 40036 String 6 R Serial number
Calibration DateUserCal 40042 Date 2 R Date of manufacturing
calibration
Calibration DateUserCalTURB 40044 Date 2 R Date of calibration turbidity
Calibration DateUserCalSOLID 40046 Date 2 R Date of calibration solid
Data VersionAppl 40048 Float 2 R Version application
Data VersionBoot 40050 Float 2 R Version Bootlader
Data VersionStruct 40052 Unsigned Integer 1 R Version structure probedriver
Data VersionContent 40053 Unsigned Integer 1 R Version register probedriver
Data VersionFirmware 40054 Unsigned Integer 1 R Version firmware probedriver
Data FormatMinFNU 40055 Float 2 R Minimum turbidity FNU
Data FormatMaxFNU 40057 Float 2 R Maximum turbidity FNU
Data FormatMinEBC 40059 Float 2 R Minimum turbidity EBC
Data FormatMaxEBC 40061 Float 2 R Maximum turbidity EBC
Data FormatMinGL 40063 Float 2 R Minimum solids g/L
Data FormatMaxGL 40065 Float 2 R Maximum solids g/L
Data FormatMinMGL 40067 Float 2 R Minimum solids mg/L
Data FormatMaxMGL 40069 Float 2 R Maximum mg/L
Data FormatMinPR 40071 Float 2 R Minimum solids%
Data FormatMaxPR 40073 Float 2 R Maximum solids%
Data SignalsLED 40075 Unsigned Integer 1 R Signal LED
Data SignalsMoist 40076 Unsigned Integer 1 R Signal moist
29

Modbus Register Information
30

VeriCommT"
monitonng
1 systems
Custom VCOM Control Panels
and HyperTerminal Access
ATRTU 400 & 1600 Boards
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm'"
moritorur,g
• systems2
Introduction
The Orenco custom VeriCommTM (VCOM) control panel provides system operators with
unparalleled control, maintenance, and management of their onsite systems. System operators
can manage multiple alarm conditions reported from onsite systems. Extensive alarm data can
be maintained on each alarm occurrence, enabling the operator to track system performance
and to ensure regulatory requirements. Alarm conditions can be automatically reported to the
appropriate service personnel via numeric pagers.
Operators can also review operating data; adjust system parameters; maintain site, alarm, and
user information; and generate various reports on system performance.
VeriCommTM systems are password-protected to ensure that only authorized operators are
allowed to make changes. Access levels are assigned with each password.
hoilnll11111Poli 111,10 . ' IN
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This manual describes how to use the PC based HyperTerminal program to remotely access or
connect directly to custom VCOM panels. The Windows depicted in the manual may vary from
what will actually appear, depending on the version of Windows that is being used. If questions
or concerns arise during start-up, you can make an appointment with Orenco's electrical design
group, and they will guide you through the start-up process.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm-
moraiilorun¢g
systems S
Table of Contents
Introduction 2
HyperTerminal 4
To Create a New Connection 4
To Connect Remotely to a Custom VCOM Panel 5
To Connect Directly to a Custom VCOM Panel 6
Login Screen 7
Login Procedure 7
Run Mode Menu 8
1. System Status Displays 8
2. Maintenance Log Entry 8
3. Maintenance Log Report 8
4. Expanded Report Menu 8
5. Enter a Password 8
6. Initiate a Call Back 8
P. TRINET Program Mode Menu 8
C. MODEM OFF-LINE(Hang Up) 8
Page Select Menu 9
System Status Page 9
Individual Status Page(s) 9
Settings 9
Flow Data Page(s) 10
Log Parameters 10
Inputs&Outputs 10
Page Definition & Layout 10
1. Page Description 10
2. PT# 10
3. Description 10
4. Value 10
5. Sts 11
6. CurTm 11
7. PrevTime 11
8. Why? 11
9. Choices 11
Adjusting Point Settings 11
To Force a Digital Point On 12
To Force a Digital Point Off 13
To Override a Numeric Point Value 14
To Override a Point for a Specified Time 15
System Status Menu 16
CD,2001 by Orenco Systems, Inc. All To View Details of a Specified Point 16
rights reserved. No part of this Explain the Point Value(A) 17
publication may be reproduced or Rule Display(F) 17
distributed in any form or by any Change Time/Date(I) 18
means, without the prior written Input&Output Displays(K-N) 18
permission of the publisher.
Logs(Q,S,U) 19
Maintenance Log 20
Entering Maintenance Notes 20
Viewingthe Maintenance LogReport 21
p
111 Retrieving Logs 22
To Retrieve a Log 22
Orenco Sy me,
1r1 K NOraktl
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriColm lm."
monitoring
• systems 4
HyperTerminal
HyperTerminal is designed to satisfy your basic communications needs in an easy-to-use product.
The user interface is similar to most Windows operating systems.
HyperTerminal is typically located in the Start Menu under the Accessories option.
ova
Accessories ► I Communications ► HyperTerminal
Games ► System Tools ► J Phone Dialer
To Create a New Connection
When the VCOM panel is installed and accessed for the first time, a new connection for the site must
be created. A new connection is created by performing the following steps.
Step 1: Type a name that describes the connection (e.g., project name), select any icon, and then
click OK.
co ---,a, a t IM�111111>r/%'; w124.1
New Connection
Note 4010
Enter a name and choose an icon for the connection:
Name, • If the connection description
hakland H1ls window is not open, click on
Icon the File menu, and click New
Connection.
La_j...1•222Li
Step 2: Enter the phone number to the panel, and then click OK.
Connect To 1 ` I �flfl d 211141
41 Note
VCQM
• Leave the'Area Code' box
Enter detak for the phone number that you want to dial empty.
26untry/region; United Slates of America(1)
Arga ode:
r-- • Enter phone number exactly
how it must be dialed (e.g., if
P,}inenumber.1154145912341 a 9 is required to access an
Connect using: Actontec 56K Modem outside line or if the area
code is needed for long
oK noel distance).
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm-
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• systems 5
co t iil��mGu N I ?J2Jcl
VCOM
Step 3: Click the Modify button.
Phone number. 15414591224
YAW location; Work Dialing Properties.,.
Calling card' None(Direct Dial)
.,.,..6ial_,.1 Cancel
VL C 4Fro�SeQ �r4 iI9Y01��5 ������l�W % %% ?J.XJ
Connect To th s] .III
VCOM Atontets6KM' Y�1�11' . ilW_,.�,�
General Connecfron Cptrons Distirdiive Ring Forwarding
Step 4: Be sure the 'Use country/region code Lountryiregiorl,lnit,,l,;ta„,
and area code' box is NOT checked. "'nM Actionteo56KModem
Enter the area code without the
Area code: I
Step 5: Click the Configure button. P earl CAM3
Phone number: 5414591234�
Speaker volume
Connect using Actionlec 56K
Off - On
Configure.
Step 6: Change the maximum speed to P` aron`busy country/region Ma mum speed
y p �C�Fedral on busy
9600 and click OK. 9600
ih lyrcnrr 1 11 rl ,l ic:rra
CK Cancel
Step 7: Click the Cancel button until all of the windows are gone. The HyperTerminal window is now
available.
Step 8: On the File menu, click Save.
To Connect Remotely to a Custom VCOM Panel
After a new connection for the site has been created and saved, the site can now be accessed
remotely. Follow the steps below to establish a connection with the VCOM panel.
Step 1: On the File menu, click Open, and then double-click the connection you want to use.
coet °ii?1iidl 1� ll)1) f(((V /; ?fAll
VCOM
Step 2: Click Dial.
Phone nuriter: 15414591234 Modify_
Your focatfon: Work waling ProperCres...
Ca ng Card; None(Direct Dial)
.,.,Dinh„" CanceI
The computer will now establish a connection with the panel. This may take a few seconds.
(Skip to page 7.)
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowm wm."
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• systems 6
To Connect Directly to a Custom VCOM Panel
After a new connection for the site has been created and saved, the site can now be accessed
directly. A null modem cable is needed for the direct connection. Connect one end of the null modem
cable to the serial port on the laptop and the other end to the serial port on the telemetry board.
Follow the steps below to directly connect with the VCOM panel.
Step 1: On the File menu, click Open, and then double-click the connection you want to use.
VCOM Y1ype Te ial
File
..Edit View Calf Transfer Help
Step 2: Again on the File menu, New Connection
click Properties.
ave,.
Save As,..
........Page Seto
Print.,
Properties
........Exit Aft+F4
games, �trromPOIkiii !CE0000101� 1�11 �. 11
Connect To 0 settings II
James 1600 Example Change icon_
.11
Step 3: Click on the `Connect using' box and select
the Com Port that the PC is using for the connection. Country/region: IIIiiir,>f , I.,ol 111
Enter the area code wt(hout the long-distance prefix.
Area code �--
Ehone number;1�9,,Iati dit 1 +t9 4J
Connect using Direct to Com1
Actiontec 56K Modem
Direct to Com2
Direct to Co
{I i.;�;nrirlili?i'+Direct to Commao
r—},,,Iiachr�rl on kw TCP/IP lVJinsock)
❑K Cancel
Step 4: Click on the Configure button and select CCM1 Prop rx 11104100 riiIIIIII00000000000000010000 lor ;:, ( V
9600 bits per second. Port Settings
Bitsper second:Imo.
Step 5: Click OK. Qatabits;I 0 �
Earn. 0 None
Step 6: On the Call menu, click Call. atop hits
I
Elmo control I Hardware J
Advanced... Eestore Defaults
DK Cancel 2•12.,
The computer will now establish a connection with the panel.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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Login Screen
Once the computer and VCOM panel have made a successful connection, the login screen will be
displayed.
LO Ok Std TriNet - copyright 1988-98, ISAC Inc. V4.16E
Nate
TTTTTTTTTTTTT NNN NNN
• A valid user name and
TTTTTTTTTTTTT NNNN NNN tt password are required to gain
TTT ii NNN N NNN tttttttttt access to the VCOM control
TTT NNN N NNN tt
TTT r rrrr ii NNN N NNN eeeee tt systems.
TTT rr r ii NNN N NNN eeeeeee tt
TTT rr ii NNN NNNN ee tt • If you have not received your
TTT rr ii NNN NNN eeeee tt
user name and password,
by Integrated Systems and Controls Inc. please contact Orenco
USER NAME: Systems, Inc.
PASSWORD:
Login Procedure
To login to the VCOM control system, follow the procedure below:
1. Type the User Name and press the TAB key.
2. Type the Password.
3. Press Enter.
If a mistake is made while entering the User Name or Password, press the ESC key until the cursor
blinks at the User Name.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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Run Mode Menu
This main menu is displayed after a successful login. The name of the current page being displayed
will be labeled. The following options are available by pressing the number or letter that corresponds
to the desired mode.
Dls RUN MODE MENU V4.20M
< > Nate" •
• To select a menu option,
1) System Status Displays press the corresponding letter
2) Maintenance Log Entry or number next to the desired
3) Maintenance Log Report page (e.g., press"1"for the
4) Expanded Reports Menu System Status Displays
5) Enter a Password
6) Initiate a Call Back page).
P) TRINET Program Mode Menu • Access to the Run Mode
C) MODEM OFF-LINE (Hang up)
Menu options depends on the
password level.
• The "TRINET" Program Mode
Menu" is for Orenco Systems'
engineers or advanced users.
1. System Status Displays 6. Initiate a Call Back
Current displays of the panel's activities can be Instructs the panel to call a predefined number
viewed. Viewing and adjusting parameters will after the current session is over.
be done here.
P. TRINET Program Mode Menu
2. Maintenance Log Entry This is where the point rules are created and
Any changes or adjustments to the system can stored. Changes made in the Programming
be manually logged for future reference. mode by non-authorized operators can void
your system warranty and affect the operation
3. Maintenance Log Report of your system.
All maintenance log entries can be viewed.
C. MODEM OFF-LINE (Hang Up)
4. Expanded Report Menu Disconnects the current session with the
Activity, Alarm, and User Logs can be viewed, controller.
downloaded, and converted to Excel files.
5. Enter a Password
Logs you off of the current session, so a new
User Name and Password can be used to log
on.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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Page Select Menu
The Page Select Menu will be displayed after the System Status Displays page has been selected
from the Run Mode Menu. The Page Select Menu provides access to predefined pages within the
custom application. These pages define various aspects of your system (e.g., inputs, outputs, system
status, settings, flows, etc.) and are available for your viewing.
Nate
LO Ok Std PAGE SELECT MENU • To select a page, press the
corresponding letter next to
the desired page (e.g., press
"A"for the System Status
page).
A) System Status I) Alarm Settings • If a letter does not have a
B) Recirc Tank Status J) Log Parameters
C) Dose Tank Status K) Misc description then the page is
D) Recirc Tank Settings L) empty and not used in the
E) Dose Tank Settings M) program.
F) Recirc Tank Flow Data N) Analog Inputs
G) Dose Tank Flow Data 0) Digital Inputs
H) P) Digital Outputs • Pressing the ESC key will
return you to the previous
page.
• The pages defined on the
Page Select Menu are
custom to your application.
• Each page contains 16
points. For example, the
System Status page will
display points 1 through 16.
System Status Page pump flow rate, local alarm delay, pager
The System Status page provides an overview delays, etc.).
of the the entire system, including current
alarm status, pump status, etc.
Individual Status Page(s)
Multiple status pages may be defined for your
particular system. Individual status pages
provide current information for major system
components (e.g., recirc. tanks, dosing tanks,
discharge tanks, final disposal, etc.).
Settings
Multiple setting pages may be defined for your
particular system. Individual setting pages
provide for viewing and adjusting the
parameters for each application (e.g., timers,
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmm-
moraVtorong
systems „ 10
Flow Data Page(s) Inputs & Outputs
Multiple flow data pages may exist for your Multiple input and output pages may exist for
system. These pages provide detailed flow your system. These pages display the status
data (e.g., pump cycles today, pump time of digital and/or analog inputs and outputs.
today, flow today, etc.).
Log Parameters
These pages determine when the system will
record the user logs (e.g., monthly, hourly, and
weekly). The points contained on these pages
are maintained by Orenco Systems, Inc.
Page Definition & Layout
All of the pages under System Status Display have the same appearance. Each of the pages
contains the following nine fields:
© 0000 0 Note 40
• The point numbers can be
toggled on/off by pressing the
O LO Ok Std SYSTEM STATUS DISPLAY
V
TUE 2/20/01 11,51
V
V
letter"N"and Enter.
► Recirc Tan Status
• To see a specific point, press
Pt# Description Value Sts CurTm PrevTm Why? "P"and Enter. Then enter the
17 RecAlarmStatus OK A 99:59:59 0:00:02 "OK
18 RecPumpMode OFFCYCL A 0:01:00 0:01:36 Rule point number and press
© 19 RecLeadPosition TWO A 0:00:53 0:03:12 Rule Enter.
20
21 RecTimerMode NORMAL A 99:59:59 0:00:00 Rule
22 The following tips apply to all
23 RecActivOffTime 1.5 Min A Rule screens within the TriNet System.
24 RecActiveOnTime 1.5 Min A Rule
25
26 Pump#lStatus OFF 0:01:01 0:01:36 Rule • ESC exits the current page.
27 Pump#lCurrent 0.0 Amps P209
28 Pump#2Status OFF 0:04:13 0:01:36 Rule CTRL&Z scrolls 16 points
29 Pump#2Current 0.0 Amps P210 •
30 backward.
© 31
32 • CTRL&W scrolls 16 points
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu) forward.
• TAB b moves cursor in
sequence between control
fields.
• J Enter key executes desired
command
1. Page Description 3. Description
Identifies which page is being viewed (e.g., Describes each program point used.
Recirc. Tank Status).
4. Value
2. PT# Displays the current value of the point. This
Identifies the program point number. Each can be displayed as a label (e.g., OK, HiLevel,
page includes sixteen programming points. If OFF, OnCycle, etc.), a unit of measurement
the point numbers are not displayed, see (e.g., min, gal, amps, etc.), a digital value (e.g.,
NOTE. on or off), a date, or time.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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5. Sts
If this column contains a variable, the point can
be changed or adjusted.
6. CurTm
Provides the elapsed time for the current value.
7. PrevTime
Provides the total elapsed time for the previous
point value.
8. Why?
Defines the reason for the value if available
(e.g., rules, inputs, default value, etc.).
9. Choices
These options are available under the "Sts"
column.
Adjusting Point Settings
Most VCOM panels are shipped with standard settings. Parameters may need to be adjusted to meet
the system's needs. Parameter adjustments are made by using the Choice Menu located at the
bottom of the System Status Display screens. For example, a pump may need to be turned on or a
local audible alarm may need to be turned off, temporarily. A parameter can be adjusted if there is a
letter in the "Sts" column.
WARNING A
• Changes to parameters must
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:14 be made between screen
Digital Outputs updates or they will not be
saved. (This can be avoided
Pt# Description Value Sts CurTm PrevTm Why? by pressing the Enter key
241 RecircTankPumpl on A 0:00:08 0:04:48 Rule immediately after a letter is
242 RecircTankPump2 off A 0:01:45 0:01:36 OFF
243 DoseTankPump3 off A 2:19:27 0:04:07 Rule entered in the"Sts"column.)
244 DoseTankPump4 off A 0:47:20 0:03:49 Rule
245 AlarmLight on 0 99:59:59 0:00:04 Ovr/Const
246 AudibleAlarm on A 0:02:31 0:00:00 Rule • Overriding point values can
247 severely affect the operation
248 your ofonsite system and will
249 Y
250 not allow the TriNet Logic to
251 control a particular point.
252
253
254
255
256 Nate +
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu) • If a mistake is made while
changing a parameter, press
ESC.
• The point numbers can be
toggled on/off by pressing the
letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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point number and press
Enter.
To Force a Digital Point On
When a point is forced on, the TriNet Logic for that point is overridden. The point will no longer use the
internal program to determine its state. The point will continue to stay on until it is returned to Auto(A)
state.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "0" and immediately press Enter.
In this example, point #245, `Alarm Light', will be manually turned on. The alarm light on the panel will
stay on until an "A" is entered at point #245.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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WARNING A
• Changes to parameters must
be made between screen
updates or they will not be
saved. (This can be avoided
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:14 by pressing the Enter key
Digital Outputs immediately after a letter is
entered in the"Sts"column.)
Pt# Description Value Sts CurTm PrevTm Why?
241 RecircTankPumpl on A 0:00:08 0:04:48 Rule • Overridingpoint values can
242 RecircTankPump2 off A 0:01:45 0:01:36 OFF
243 DoseTankPump3 off A 2:19:27 0:04:07 Rule severely effect the operation
244 DoseTankPump4 off A 0:47:20 0:03:49 Rule of your onsite system and will
245 AlarmLight off A 99:59:59 0:00:04 OFF
246 AudibleAlarm off F 0:02:31 0:00:00 Ovr/Const not allow the TriNet Logic to
247 control a particular point.
248
249
250
25 e
252 Not 40
253
254
255
256 • If a mistake is made while
changing a parameter, press
Choices: A(auto) O(on) F(off) C(const) P(point) T(timer) N(num) M(menu) ESC.
• The point numbers can be
toggled on/off by pressing the
letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
point number and press
Enter.
To Force a Digital Point Off
When a point is forced off, the TriNet Logic for that point is overridden. The point will no longer use the
TriNet Logic to determine its state. The point will continue to stay off until it is returned to Auto(A)
state.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "F" and immediately press Enter.
In this example, point #246, `AudibleAlarm', will be manually turned off. The audible alarm on the
panel will stay off until an "A" is entered at point #246.
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WARNING A
• Changes to parameters must
be made between screen
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:08 updates or they will not be
Dose Tank settings saved. (This can be avoided
by pressing the Enter key
Pt# Description Value Sts CurTm PrevTm why? immediately after a letter is
65
66 Pump3Flow 30.0 GPM A 30.0 entered in the"Sts"column.)
67 Pump4Flow 30.0 GPM A 30.0
69 69 Note
70
71
72 Pump3HiAmpLimit 12.0 Amps C 12.0 • If factory default settings
73 Pump3LoAmpLimit 8.0 Amps A 8.0 need severe adjustments, the
74 Pump4HiAmpLimit 12.0 Amps A 12.0
75 Pump4LoAmpLimit 8.0 Amps A 8.0 operator should contact
76 Orenco Systems, Inc. to
77 Pump3On&Wait off A 2:13:33 0:03:56 OFF implement changes.
78 Pump4On&Wait off A 0:41:26 0:03:37 OFF
79
80 • If a mistake is made while
Enter constant value (+_xxx.x or Label): 14.0 changing a parameter, press
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu) ESC.
• The point numbers can be
toggled on/off by pressing the
letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
point number and press
Enter.
To Override a Numeric Point Value
Points that can be overriden are usually found on the setting page and contain a numerical label (e.g.,
mins, hrs, GPM, etc.). Overriding a numeric value will cause the TriNet Logic to adjust and implement
changes.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "C" and immediately press Enter
3. Enter the new constant value, press Enter.
In this example, point #72, `Pump3HiAmpLimit', will be changed from 12.0 Amps to 14.0 Amps.
EIN-CP-VCOM-2
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WARNING A
• Changes to parameters must
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 12:36 be made between screen
Digital Outputs updates or they will not be
saved. (This can be avoided
Pt# Description Value Sts CurTm PrevTm Why? by pressing the Enter key
241 RecircTankPumpl off T 0:01:03 0:00:38 Rule immediately after a letter is
242 RecircTankPump2 off A 0:04:15 0:01:36 Rule entered in the"Sts"column.)
243 DoseTankPump3 off A 2:41:10 0:04:07 Rule
244 DoseTankPump4 off A 1:09:03 0:03:49 Rule
245 AlarmLight off A 0:21:25 0:00:11 OFF
246 AudibleAlarm off A 0:24:14 0:00:00 Rule
24
248 Note 400249
250
251 • If a mistake is made while
252 changing a parameter, press
253 ESC.
254
255
256 • The point numbers can be
Enter Override Time (hh:mm or xxx secs): 120 toggled on/off by pressing the
Choices: A(auto) O(on) F(off) C(const) P(point) T(timer) N(num) M(menu) letter"N"and Enter.
• To see a specific point, press
"P"and Enter. Then enter the
point number and press
Enter.
To Override a Point for a Specified Time
This procedure overrides the TriNet Logic and changes the value of a point for a specified period of
time and then returns it to the previous value. This can be used for both digital and numeric values.
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
overriden.
2. Type "T" and immediately press Enter.
3. Type "0" (on), "F" (off), the desired numeric value or the label, and press Enter.
4. Enter the length of Time (if seconds are needed, enter the number of seconds, such as, 120), if
minutes or hours are needed, enter value with a colon, (such as, HH:MM); then press Enter.
In this example, point #241, the RecircTankPumpl', will be turned on for 120 seconds; then it will
revert back to its auto value.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmnt"
• moraiilorung
systems ,, 1 6
System Status Menu
A point can be evaluated in detail using the menu option on the choices. The rules for the point can
be displayed. The type of information presented is useful for various troubleshooting procedures. The
cursor must be placed in the "Sts" column of the point for evaluation. Common functions are as
follows:
LO Ok Std SYSTEM STATUS DISPLAY TUE 2/20/01 16:22
Nate •
System Status
Pt# Description Value Sts CurTm PrevTm Why? • If a mistake is made while
1 AlarmStatusRec LowLvl M 0:0:10 0:59:59 P17 entering a choice, press ESC.
2 PumpModeRec OFF 0:01:10 0:01:36 P18
3
4 RecFlowToday 14769 Gal P91 • The point numbers can be
5 toggled on/off by pressing the
6 AlarmStatusDose OK 99:59:59 0:00:56 P33
7 PumpModeDose PUMPOFF 0:42:28 0:03:53 P36 letter"N"and Enter.
8
9 DoseFlowToday 1437.0 Gal P107 • To see a specific point, press
10 "P"and Enter. Then enter the
11 AlarmStatGrease OK 99:59:59 0:00:00 "OK
12 point number and press
13 AlarmStatSeptic OK 99:59:59 0:00:00 "OK Enter.
14
15
16
Choices: A(auto) 0(on) F(off) C(const) P(point) T(timer) N(num) M(menu)
To View Details of a Specified Point
1. Using the TAB key or Arrow keys, move the cursor in the "Sts" column to select the point to be
evaluated.
2. Type "M" in the "Sts" Column and immediately press Enter.
The current value of the selected point is displayed.
WARNING A
LO Ok Std SYSTEM STATUS MENU
• The options on the System
Status Menu not described in
Point# 1 (AlarmStatusRec) is now: LowLvl this manual are not for an
A) Explain the Point Value operator's use. Changing
information on these pages
B) Page Select Menu K) Analog Input Display may void the warranty.
C) Time Program Display L) Analog Output Display
D) Holiday Display M) Digital Input Display
E) Optimizer Display N) Digital Output Display Note 40
F) Rule Display 0) Point Timer Display
G) Enter/Edit Time Program V) Network Values Display
H) Enter/Edit Holiday Q) Alarm Log
I) Change Time/Date S) Activity Log • If a mistake is made while
J) PID Logic Display U) User Log entering an option, press
W) Sequencer Display T) Composite Time Prog Disp
ESC.
R) TRINET Run Mode Menu P) TRINET Program Mode Menu
• Pressing the ESC key at
anytime will return to the
previous screen.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm-
monitor ng
systems 1, 1
Explain the Point Value (A)
This option will describe the program logic that is currently responsible for the point's valvue. All other
value possibilities are listed.
POINT VALUE EXPLANATION
THU 3/1/01 11:34 Std
Point# 1 (AlarmStatusRec) is now: LowLvl
DUE TO Rule 119 Note ,
Logic that exists for this point: • If no data is available, a
Rule Changes Point message of"No Data to
Used by Rule Report"will be displayed.
Point Definition Default
• Pressing the ESC key at
anytime will return to the
previous screen.
Press any key to continue • Pressing the ESC key at
anytime will return to the
previous screen.
Rule Display (F)
The rules for the point can be displayed. The rule controlling the point will be displayed first. The
other rules that apply to the point can be displayed by repeatedly pressing the Enter key.
LO Ok Std CONTROL RULE SUMMARY
POINT: 1 (AlarmStatusRec) {LowLvl } RULE: 119 {true}
-- IS --
"LowLvl Nate: •}
-- IF --
P35 (BottomFloat) {OK} _ "OK
-- AND --
P179 (RO) {off} = OFF • If no rules are controlling a
point, a message of"No Rule
Applies!"will be displayed.
• Pressing the ESC key at
anytime will return to the
previous screen.
LIST RULE # (1-256) : 0
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeruCowmwm-
monitor ng
systems 11, 1
Change Time/Date (I)
The time and date are used in the programing, so it is necessary for the VCOM panel to have the
correct time and date. The clock is 24-hour and does not require AM or PM.
40
LO Ok Std SYSTEM DEFINITIONS Note
• TriNet's date format is
mm/dd/yy.
Current Date: 2/21/01 • The clock must include the
Current Time: 15:42 colon between the hour and
Standard/Daylight Time(S,D) : S
minutes.
• Define whether the current
setting is standard time (S)or
daylight savings time (D).
• Press the TAB key to switch
between fields.
• Press the Enter key to save
the changes.
Input & Output Displays (K-N)
These pages will display the current values for the analog/digital inputs or outputs.
TRINET V4.16E ANALOG INPUT REPORT 2/21/01
15:44
# Description Status
1 PumplCS 11.3 Amps
2 Pump2CS 0.0 Amps
3 Pump3CS 0.0 Amps
4 Pump4CS 0.0 Amps
5 Not Used
6 Not Used
7 5 VDC PS 5.0
8 24 VDC PS 23.8
Press ESC to cancel, or any other key to continue
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowimwm"'
mondor ng
systems 19
Logs (Q,S,U)
These pages will display the activity log, alarm log, or user log.
The activity log will report input or output activity with a date and time stamp. To view an activity log,
the cursor must be on the digital input/output to be monitored before entering the System Status
Menu.
The alarm log will report any PC board failures (e.g., low battery, power failures).
The user log is where the programming data is reported (e.g., level alarms, daily pump run times,
etc.). The user logs will be separated into individual pages. This menu is where user log numbers
can be determined and viewed before downloading.
TRINET V4.16E ACTIVITY LOG REPORT 2/20/01 16:53
POINT 245 (AlarmLight) ACTIVITY DATA
ACTIVITY logged: Start Start End End
Cause of Activity Item Value Date Time Date Time Note 40
PT-ON ,AlarmLight 245 on 2/20/01 12:14:40 2/20/01 12:14:51
• If no data is available to
report from the logs, a
message of"No Data to
Report"will be displayed.
• Pressing the ESC key at
anytime will return to the
previous screen.
Press ESC to cancel, or any other key to continue
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

Ver Cowmwm-
monitor ng
systems 20
Maintenance Log
Any changes or adjustments to the system can be manually logged for future reference.
LO Ok Std RUN MODE MENU V4.16E
1) System Status Displays
2) Maintenance Log Entry
3) Maintenance Log Report
4) Expanded Reports Menu
5) Enter a Password
6) Initiate a Call Back
P) TRINET Program Mode Menu
C) MODEM OFF-LINE (Hang up)
Entering Maintenance Notes
1. Press "2" from the Run Mode Menu.
2. Type the desired note.
3. Press Enter.
LO Ok Std MAINTENANCE LOG
Nate
• Notes cannot be over 50
characters.
User Name: sammyT
Date/Time: 2/8/01 11:26:18
Notes: everything looks OK
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowimwm"'
monitor ng
systems , 21
Viewing the Maintenance Log Report
All the maintenance log entries can be viewed.
1. Press "3" from the Run Mode Menu.
2. Select "A" for Report Format.
3. Select "A" for Transmission Format.
4. Press Enter.
5. Type "Y" to pause after each screen.
6. Press Enter to generate report.
TRINET V4.20M MAINTENANCE LOG 2/23/01 14:41
Date Time User name Notes
2/1/01 12:47:36 OSI Recirc OVRTimer on/off to 75min/60sec
2/8/01 11:26:18 sammyT everything looks OK
Press ESC to cancel, or any other key to continue
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriCowmwm-
monitor ng
systems 1
22
Retrieving Logs
To download various logs (i.e., user, alarm, or activity) from the panel, follow the steps below.
LO Ok Dls RUN MODE MENU V4.20M
1) System Status Displays
2) Maintenance Log Entry
3) Maintenance Log Report
4) Expanded Reports Menu
5) Enter a Password
6) Initiate a Call Back
P) TRINET Program Mode Menu
C) MODEM OFF-LINE (Hang up)
To Retrieve a Log
1. Press "4" from the Run Mode Menu.
LO Ok Dls EXPANDED REPORTS MENU
1) Activity Log Report
2) Alarm Log Report
3) User Log Report
4) Digital Output Summary Display
P) TRINET Program Mode Menu
R) TRINET Run Mode Menu
2. Select the desired report that you would like to retrieve by pressing the corresponding letter from
the menu option.
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

VeriColmlm-
rnrrraiitordr1g
systems23
LO Ok Dls ACTIVITY LOG REPORT Note
* The file will be downloaded
to the specified path with
the specified file name.
Report for which point (1-480 or 0 for all)? 1
* If the file is saved in a .txt
Report format (A for ASCII, D for DIF)? D format,then it can be easily
accessed with any text
editor(e.g., MS Word,
Transmission format (A for ASCII, X for X-Modem)? X
WordPad,etc.).
* If the file is saved as a.dif
format, it can be easily
accessed in Excel.
* Once the`Start X-modem
Transfer' prompt appears,
the system allows the user
1 minute to click on the
Receive File.
3. Type the point/log number, press the TAB key.
4. Type "A" for an ASCII report format (for text editor)* or "D" for a DIF report format (for excel file)*;
then press the TAB key.
5. Type "X" for X-Modem transmission format.
6. Press Enter.
You will be prompted to start the transfer.
°�;test-HyperTerminal
File .Edit"Vie. Call Transfer Help
„ _Send File;.
7. On the Transfer menu, click on Receive File. RecelveFile
Capture Text—
Send T esi Frye..;
Capture c
ko Printer
LO Ok Std
Start Xmodem transfer. . .
Receive File ilk F
Place receved He the fallowing folder. •
8. Enter a path on your local drive to C\DATAI Browe,
receive the report (e.g., C:\Data). Use vingprotocol:
9. Select Xmodem from the receiving protocol option. Xmodem
10. Click on Receive. Cancel
K F�n !llNsllu;' �llll) JJJJJ% u l
Xmodem never sends a filename,so you must specify a
filename for storing the received file
11. Enter a file name (e.g., recircdata.dif)*. Felder C WINDOWS Desktop
12. Click on OK. Filename:)reciicdala.dif
DK Cancel
EIN-CP-VCOM-2
Rev.1.0 ©3/9/01

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GEOFLOW, INC. 800-828-3388 www.geoflow.com

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sop I, "i F"1, r,,E Dr EP
PC-SERIES
POWER SUPPLY Power Supply
PC42
9 0 0 1 : 2 0 0 8
II0010 rtV CERTIFIED COMPANY
FEATURES =r._;.;,__ >''
)Fl lr '• Dual power supply ;<,I1,
• Rugged plastic housing e,, �vs,
• Wall,panel, DIN rail or outlet mounting styles
:�,. z•-. =fir;=::::;;,,,:;;..
• 24 Vdc and 12 Vdc, depending on model 5�,:.; j»
ow
IlleffrANTItopr
APPLICATIONS an,s, a
.�B• :`d!
Power supplies for: ���-'��f,,�•�,,,,,, .,
• Flowmeters t$ j'`;
• Indicators and controllers PC42
• 4-20 mA loop devices
• Magmeter/indicator combinations
GENERAL INFORMATION
Seametrics offers a selection of power supplies for use in
a variety of applications. The appropriate power supply
is chosen based on the power requirements of the
specific component(s) in the application as well as the
The PC42 is a regulated dual power supply (12 Vdc
desired mounting style.
and 24 Vdc) for use in applications where a magmeter
Model Power Regulation Mounting is used along with a 4-20 mA transmitter. Though a
single power supply can work in such applications, the
PC42 eliminates the risk of potential ground loop
interference. The PC42 is designed for wall or panel
DuaPC42 Vdc regulated Wall or mounting.
Vdc
and 12 Vdc Panel

Silh, s6l,1,011"il,, fin'' '141/11
POWER SUPPLY
PC42 PC-SERIES
PC42 r?a; SPECIFICATIONS*
The PC42 dual power supply is tzi' '
designed for applications inr= + o
;��,, '? ,; `�•`.� %' ,, Input Power 115 Vac/230 Vac /- 10/o
which a magmeter is used r. ,,,, ',�' internally switchable, 50/60 Hz
together with a 4-20 mA ''_''-'��•. 2.W Output 12 Vdc output+/- 1%@ 350
`II A.V<" Voltage/Current mA o
i
transmitter such as the A055 or ,t,� s 24 Vdc output+/-4%@ 100
FT420. Although a single 24 Vdc _;;t
mA
power supply can be used,there is + Teminal Block 22- 12 AWG
a risk of aground loopinterferingWire Size Range
Dimensions 4.93"L x 4.93"W x 2.92"H
with proper operation of the 4- (125 x 125 x 74mm)
20mA current loop. This risk is Operating -4°to 140°F(-20°to 60° C)
eliminated by the dual power Temperature
supply. Environmental NEMA 4X
The housing is rugged molded ABS plastic,NEMA 4X rated. *Specifications subject to change•Please consult our website for current
It can be wall or panel mounted. The PC42 can be hardwired data(www.seametrics.com).
to the AC main supply or plugged into a standard outlet using
the included power cord. Inside there are separate terminals
to connect the two devices to the fully isolated supplies.
INSTALLATION and CONNECTIONS DIMENSIONS
Remove the cover to expose the four mounting holes at the
bottom of the cover screw tubes. Mark the mounting surface,
drill, and attach with screws.Do not drill additional holes in 4.93"
12.52 cm
the bo .Doing so will allow moisture into the enclosure.
k ..
! Caution 1:Important!Do not connect power to the PC42
until all connections have been made and confirmed cor-
rect,and the cover has been put back into place.
4.93"
Caution 2:It is essential for safety and proper operation 12.52 cm
to use a ground connection for the 115 Vac power.Do not
use this power supply without proper grounding.
PC42 Dual Power Supply
4-20 mA Device Remove the 4 screws to
access mounting holes.
Analog Output t ut a{q- Holes are on 4.330
• M • M • = 111. —centers.
IMO IMO MIN Waterproof strain reliefs for power
I —+ [ outputs(12Vdc&24Vdc).Remove
����PWR��� o 0 W cover to access terminal blocks.
1
3 1.25° 3 Conductor power cord,supplied(may be
replaced with suitable wiring)
a a 12V+4V TYP
� FT420
I Display Module
+ }Power 2 2"
s""6 �, r' -- —
'P Iii t.ii. w iuiuiuiui�mi ^- �� S }Sensor Input 7.4 Cm
''' lrii. ilk (N/C) + ��. 0.75"
lu 1 0 A , 0 0 400 1.91 c
10M
1. � ���R��aR m EX800/EX100 Series
x Magmeter
Earth
Ground a a
LT-1 _ _ .49 + Pulse Output
Pre-wired power cord (N/C) a
Replace if required
115Vac,50/60Hz (N/C)

GEO °LOW
c5II�INJII,�I),114�"� IIIII �11I�I
D L76 Data Logger - Optional
DATA LOGGER SYSTEM
INSTRUCTIONS
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GENERAL INFORMATION
The DL76 is a battery-powered data logger that can be used DL76 by means of a laptop and can be analyzed on the laptop or
with any Seametrics flowmeter. It stores pulses for up to 3 easily loaded on a desktop computer for analysis.
years, depending on the user-selected frequency of reading.
Indicator lights on the unit flash to indicate when it is func- Flowlnspector software (ordered separately) is required for
tioning and when the battery is low. the downloading, storing, viewing, graphing, charting and print-
ing of data in several formats.
The DL76 can be factory-mounted on the meter or remotely
mounted. Housings are rugged cast aluminum, gasketed for Flowlnspector requires a PC with Windows 98, NT, 2000, XP,
environmental protection. Vista, or Windows 7; CD-Rom drive; 800 x 600 screen resolu-
tion; serial port or USB/serial adapter; and a Seametrics DC3
When a DL76 logger is placed into operation,it is easily set data cable. Flowlnspector comes in versions compatible with up
up using a laptop computer.Data is also retrieved from the to 4,up to 16,or 17+dataloggers.
FEATURES
Removable foot brackets for remote DL76
mounting(wall mount model only) a Data Logger
Data port connector for Seametrics % Data Active Bright status LEDs flash to indicate logger
DC3 serial or USB data collection cable 14 Port Replace .d activity and battery life
Battery
Sturdy gasketed cover with potted
4" electronics
Protective data port cap(shown open) 0 fit
1,6 4
QI 0 �
Cable to meter(wall mount only)
SPECIFICATIONS*
Power Size C 3.6 Vdc lithium battery(included)
Battery Life Estimated life is 3-5 years depending on usage.
Temperature 0°to 130°F(-18°to 54°C)
Rate Units Volume mL,liter,gallon,Imperial gallon,cubic foot,cubic meter,million gallon
Time Seconds,minutes,hours,days
Total Units Liter,gallon,Imperial gallon,cubic foot,cubic meter,million gallon,
acre-foot,acre-inch,megaliter,thousand-gallon
Data Storage Capacity Capacity at Sampling Interval
11 days at 15 seconds
22 days at 30 seconds
44 days at 60 seconds
6 months at 240 seconds
1 year at 480 seconds
3 years at 1450 seconds
Maximum Input Frequency 500 Hz
Indicators Low battery;Power
Memory Wraparound Selectable options(Stop or Overwrite)
Clock Accuracy 10 minutes/month(.02%)
*Specifications subject to change•Please consult our website for current data(www.Seametrics.com).

MOUNTING&CONNECTIONS
MOUNTING Meter Mounting.Remove the four screws on the meter cover
There are three mounting configurations for a DL76:Meter with a 5/32"Allen wrench. After connecting the leads to their
mount for mechanical meters,meter mount for insertion respective terminals(see diagram),put the DL76 in place of the
magmeters,and wall mount(DL76W).The meter mount meter cover and tighten the screws evenly. The gasket
models match up to any Seametrics lower square housing. on the DL76 should be visibly compressed by tightening all
All configurations can be factory-ordered or field-installed. around.
Converting from one mounting configuration to another
requires use of MK10 or MK20 mounting kits.
OPERATION
Seametrics Flowlnspector V.2 software is required for computer, setting up your DL76 for use,downloading, storing,and
operation of the DL76.Please consult your Flowlnspector analyzing your data.
manual for instructions in loading the software onto your
DIMENSIONS
DL76W(WALL MOUN1),,,,,,,,, DL76M(METER
16 ,.
DL76vr,i i nine
Data Logger
Data Active 3(95 nf
�� a
�" 1 Port "'Replace 2 lA6" 1 � 4 '. +�2�
Battery ! )czn
4.90
'
SeanF `r/c " s.n
».. .. 9 5"
tll
CONNECTIONS (see also next DL76 TO MECHANICAL METER DL76 TO MAGMETER
page)
��� tier . ...... ...... . ... °�
, ' Caution.. Do not apply external �1 LL°°°A r
power to the DL76 �.
r
T
m �
Y � Magmeter
Flow Sensor Connections
Power Forward
Output

I IIIIE� IIINIF CJ III 110 DIP
CONNECTIONS
DL76 TO
FT415 FT415
DL75
0 0 0 0
ri
I1 I I Q
}
w wire ; N .,, A Caution: Do not apply external
I a i Y !I k"a G een ■I�,� I m I power to the DL76
o 0 0 0
To Pulse Responsive To Flow Sensor
Metering Pump
DL76 TO
FT420 FT420
'DL75 0 'O 0
, 1 Powers
1 T 4-20 mA
Black
- Red Black
White Pulse
• k^' . 12-32 Vdc
ce �`'' G een II Passthru Se�sor LOAD PowerSupply
w . + oaj Input
4-20 mA Device
m Pulse
0Scaled .0 To Flow Sensor
I I I ' S 0
kS) , � ` f -I- y O,
TROUBLESHOOTING
Problem Probable Cause Try...
Laptop screen reads DL76 is transmitting data. Wait for"Active"light to blink
"No connection"and"Ac- Wait two minutes before taking action.
five"light is NOT blinking
Dead battery in DL76 Replace battery
Laptop screen reads Loose cable Tighten cable
"No connection,"but"Ac-
tive"light IS blinking Bad cable Test cable(tech bulletin"DL75/76:Testing the
DC3 Serial Cable"on Downloads page at
www.Seametrics.com)
Flow rate incorrect K-factor setting is incorrect Make sure K-factor in DL76 matches flow sen-sor
No flow rate Damaged flow sensor Mechanical: See if rotor spins freely
EX Magmeter: See if"Status LED"indicator is
blinking
Broken wire Check for flow rate

•
S I��� ll;,;lu„a �� r.CIE IDIR II
WIRING D176 DATA LOGGER TO FM-MAGMETER
Geoflow Supplement to Seametrics Instructions
OUT SIDE
DL76
Computer g Data Logger
DC3 data collection cable O ❑ Active
00
❑ Replace
Battery 2.06"
-116 41/
1111
II
U UII
12 VDC
Power FM
Magmeter
3.95"
4.52"
INSIDE COVER
lot
3.6 V Lithium
Battery Size
r.
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c
f
emAMil
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.—I
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I I Jill, ROY COOPER
I I 1h11' 61'11P1
„
Governor
1
1,'11,11,11111h111111111
1:;111111111111111111'111 MICHAEL S.REGAN
111111111111111111 '11;
1111111— Secreran)
Water Resources LINDA CULPEPPER
EMVIRONMEN 1 AL QUALITY Interim Director
April 9, 2018
TIM BANNISTER—ORC
TNGC CHARLOTTE LLC
PosT OFFICE BOX 788
MONROE,NORTH CAROLINA 28111
Subject: Permit No. WQ0015931
Trump National Golf Club
Charlotte WWTP
Reclaimed Water Generation &
Non-Conjunctive Reclaimed
Water Utilization System
Iredell County
Dear Mr. Bannister:
In accordance with your permit renewal request received January 12, 2018, we are forwarding
herewith Permit No. WQ0015931 dated April 9,2018,to TNGC Charlotte LLC for the continued operation
of the subject reclaimed water generation and non-conjunctive reclaimed water utilization facilities. Please
note that this renewed permit shall become effective on June 1, 2018 (i.e., the day after the expiration date
of the existing permit),which differs from the date of this letter.
This permit shall be effective from June 1, 2018 until May 31, 2023, shall void Permit No.
WQ0015931 issued October 20, 2015, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B for
they may differ from the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
Please note the following permit conditions are new since the last permit issuance dated
October 20,2015:
), Condition 1.1.—This condition addresses the facility's change of disinfection.
)=- Condition 11.16.c. —Setbacks for the wet weather storage pond have been added.
), Attachment A — Total Nitrogen, Total Nitrogen Kjeldahl, and Total Phosphorus have been
added to the monitoring requirements.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition,conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh,NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
''"Not hing Compares
State of North Carolina I Environmental Quality I Water Resources V Water Quality Permitting V Non-Discharge Permitting
1617 Mail Service Center V Raleigh,North Carolina 27699-1617
919-807 6332
l,"IlMlaZgeleurreneruNINNINNININININNimull4,111\11140?1,h,,,11111,11,111 1111,1111111111111%,,,11111,1111111,11111111111111111111111111111111111,111111111111
011,0;611,111011!!!ifingE90,0001001110010
ov01110 v1,11111311'1:11,44,0111INI'Vli '1111,011111111111

Mr. Tim Bannister
April 9,2018
Page 2 of 2
If you need additional information concerning this permit, please contact Tessa Monday at (919)
807-6302 or [e-mail].
Sincerely,
I inch Culpepper, Interim Director
Division of Water Resources
cc: Iredell County Health Department(Electronic Copy)
Mooresville Regional Office, Water Quality Regional Operations Section(Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION SYSTEM AND NON-CONJUNCTIVE RECLAIMED
WATER UTILIZATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
TN C C arlotte L C
Iredell County
FOR THE
continued operation of a wastewater collection system consisting of: approximately 2,250 linear feet (LF)
of 8-inch gravity sewer; a 70 gallon per minute (GPM) pump station with duplex pumps and an on-site
audible and visual high-water alarms; approximately 1.905 LF of 4-inch force main; and all associated
piping, valves, controls, and appurtenances; the
continued operation of a 25,000 gallon per day (GPD) reclaimed water generation system consisting of: a
screening device; a flow splitter; a 6,250 gallon flow equalization basin with two 35 GPM pumps; two
12,500 gallon aeration basins served by two 165 cubic feet per minute (CFM) blowers; two 2,167 gallon
clarifiers; an ultraviolet (UV) disinfection system with a backup tablet chlorinator; a 6,250 gallon sludge
holding tank; an effluent flow meter; two 15 square foot(ft2)tertiary filters; a 4,800 gallon clear well with
two 225 GPM backwash pumps; a 4,800 gallon backwash return tank with two 26 GPM pumps; a 15 CFM
air scour blower; a continuous in-line turbidimeter; a 125,000 gallon 5-day upset pond; a 60 GPM pump
station with two pumps, and on-site audible/visual high-water alarms; a 1,739,610 gallon wet weather
storage pond with two 80 GPM irrigation pumps; and all associated piping, valves, controls, and
appurtenances; and the
continued operation of a non-conjunctive reclaimed water utilization system consisting of: a 2.1 acre drip
irrigation area comprised of six zones with nineteen 200 foot dripper lines; a 150 GPM pump rated at 267
feet of total dynamic head(TDH); approximately 13.39 acres of spray irrigation area consisting of 17 zones
with a total of 49 sprinkler heads; a soil moisture sensor; and all associated piping, valves, controls, and
appurtenances;
to serve the Trump National Golf Club Charlotte WWTP, with no discharge of wastes to surface waters,
pursuant to the application received January 12, 2018, and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from June I, 2018 until May 31, 2023, shall void Permit No. WQ0015931
issued October 20, 2015, and shall be subject to the following specified conditions and limitations:
WQ0015931 Version 4.0 Shell Version 171103 Page 1 of 10

SCHEDULES
1. Within 180 days of the effective date of this permit, the permittee shall submit a permit modification
request addressing changes to the disinfection system. The system was permitted for an ultraviolet
(UV)disinfection system with a backup tablet chlorinator,but is currently not using the UV disinfection
system. [15A NCAC 02T .0108(b)(2)]
2. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T.0105(d)requires an updated site map to be submitted with the permit renewal application.
[15A NCAC 02U .0106, 02U .0109]
PERFORMANCE STANDA S
1. The subject reclaimed water facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, or failure of the utilization areas to adequately assimilate the
reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions,such as the construction of additional or replacement reclaimed water generation and utilization
facilities. [G.S. 143-215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02B .0200, 021, .0100]
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities in accordance with 15A NCAC 02T .0400. If an
individual permit is not required, the following performance criteria shall be met as provided in 15A
NCAC 02T .0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and any contravention of groundwater or surface water standards.
b. A map of the sewer system shall be developed and actively maintained.
c. An operation and maintenance plan shall be developed, implemented and maintained.
d. Pump stations not connected to a telemetry system shall be inspected every day (i.e., 365 days per
year). Pump stations connected to a telemetry system shall be inspected at least once per week.
e. High-priority sewers shall be inspected at least once every six months.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the Mooresville Regional Office in accordance with
15A NCAC 02B .0506(a), and public notice shall be provided as required per North Carolina
General Statute §143-215.1C.
h. A grease control program shall be developed, implemented and maintained.
i. Right-of-ways and easements shall be maintained.
j. Inspection and maintenance records for Conditions 11.3.a. through II.3.i. shall be maintained for a
period of at least three years, except for Conditions [Lib. and 1I.3.c., which shall be maintained
for the life of the system.
[15A NCAC 02T .0403]
WQ0015931 Version 4.0 Shell Version 171103 Page 2 of 10

4. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U .0300]
5. Application rates shall not exceed those specified in Attachment B. [I SA NCAC 02U .0401(g), 02U
.0402(m)]
6. The following shall be requirements for the reclaimed water storage and utilization facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed water.
b. All reclaimed water piping, valves, outlets and other appurtenances shall be color-coded, taped or
otherwise marked to identify the source of the water as being reclaimed water.
I. All reclaimed water piping and appurtenances shall be either colored purple(i.e., Pantone 522)
and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO
NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on purple
(i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT DRINK."
Identification tape shall be installed on reclaimed water pipelines in a visible manner, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing reclaimed
water shall be taped or otherwise identified as noted above. This identification need not extend
the entire length of the distribution system, but shall be incorporated within 10 feet of crossing
any potable water supply line or sanitary sewer line.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non-
potable quality. As an alternative to the use of locked vaults with standard hose bib services, other
locking mechanisms such as hose bibs which can only be operated by a tool may be placed above
ground and labeled as non-potable water.
[15A NCAC 02U .0403]
7. No direct cross-connections shall be allowed between reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(1)]
8. Reclaimed water distribution lines shall be located at least 10 feet horizontally from and 18 inches
below any water line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[15A NCAC 02U .0403(h)]
9. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well or 50 feet from a public well. [15A NCAC 02U
.0403(i)]
10. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches
above any sewer line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A,NCAC 18C.
[15A NCAC 02U .0403(j)]
WQ0015931 Version 4.0 Shell Version 171103 Page 3 of 10

11. The compliance and review boundaries are established at the property boundary. Any exceedance of
standards at the compliance or review boundary shall require action in accordance with 15A NCAC
02L .0106. [15A NCAC 021-1 .0219(k)(1)(C)(i)(III)]
12. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [15A NCAC 02L .0107(c)]
13. No wells, excluding Division approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107(d)]
14. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the Iredell
County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(0(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(0]
15. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows(all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells: 100
[15A NCAC 0211 .0219(k)]
b. The setbacks for treatment units and 5-day upset storage shall be as follows(all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
c. The setbacks for final effluent storage units (1,739,610 gallon wet weather storage pond) shall be
as follows (all distances in feet):
i. Any private or public water supply source: 100
ii. Surface waters: 50
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 0 °
Section 22.(c)(2) of Session Law 2013-413 exempts final reclaimed water effluent storage
facilities constructed prior to June 18, 2011 from having a setback to property lines.
[15A NCAC 02U .0701]
WQ001593l Version 4.0 Shell Version 171103 Page 4 of 10

III. OPERATION AND MAINTENANCE REQUIREMENTS
I. The reclaimed water generation and utilization facilities shall be properly maintained and operated at
all times. The facilities shall be effectively maintained and operated as a reclaimed water system to
prevent the discharge of any reclaimed water or partially treated effluent resulting from the operation
of this facility. [15A NCAC 02T .0108(b)(1)]
1 The Permittee shall maintain an. Operation and Maintenance Plan, which at a minimum shall include
the following:
a. Description of the system in sufficient detail to show what operations are necessary for the system
to function and by whom the functions will be conducted;
b. A map of all distribution lines and record drawings of all utilization systems under the Permittee's
control;
c. Description of anticipated maintenance activities;
d. Include provisions for safety measures including restriction of access to sites and equipment; and
e. Spill control provisions including response to upsets and bypasses including control, containment,
remediation, and contact information for plant personnel, emergency responders and regulatory
agencies.
[15A NCAC 02U .0801]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non-discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge(ORC)and one or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02U .0117]
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U .0401(e), 02U .0402(i)]
5. A suitable year round vegetative cover shall be maintained on irrigation sites at all times, such that crop
health is optimized, allows for even distribution of reclaimed water, and allows inspection of the
irrigation system. [15A NCAC 02T .0108(b)(1)]
6. Adequate measures shall be taken to prevent reclaimed water ponding in or runoff from the irrigation
sites. [15A NCAC 02T .0108(b)(1)]
7. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)]
8. All reclaimed water irrigation equipment shall be tested and calibrated at least once per permit cycle.
Calibration records shall be maintained at the facility for a period of no less than five years, and shall
be made available to the Division upon request. [15A NCAC 02T .0108(b)(1)]
9. The turbidimeter shall be tested and calibrated at a minimum of once per year. Calibration records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15A NCAC 02T .0108(b)(1)]
10. Only reclaimed water generated at the Trump National Golf Club Charlotte WWTP (Permit No.
WQ0015931) shall be utilized in accordance with this permit. [G.S. 143-215.1]
WQ0015931 Version 4.0 Shell Version 171103 Page 5 of 10

I 1. An automatically activated standby power source capable of powering all essential treatment units shall
be on site and operational at all times. If a generator is employed as an alternate power supply, it shall
be tested weekly by interrupting the primary power source. [15A NCAC 02U .0402(h)]
12. Public access to the reclaimed water generation facilities and five day upset pond shall be prohibited.
[15A NCAC 02U .0402(f)]
13. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. ]15A
NCAC 02U .0501]
14. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .0108(b)(1)]
15. Freeboard in the 125,000 gallon 5-day upset pond and the 1,739,610 gallon wet weather storage pond
shall not be less than two feet at any time. [I SA NCAC 02T .0108(b)(1)]
16. Gauges to monitor waste/reclaimed water levels in the 125,000 gallon 5-day upset pond and the
1,739,610 gallon wet weather storage pond shall be provided. These gauges shall have readily visible
permanent markings at inch or tenth of a foot increments. [15A NCAC 02T .0108(b)(1)]
17. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms,pipe runs,erosion control areas, and surface water diversions. Trees, shrubs,and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T
.01 08(b)(1)]
18. All effluent shall be routed to the 125,000 gallon 5-day upset pond should the limit for fecal coliform
(e.g., daily maximum concentration of 25 colonies per 100 mL) or turbidity (e.g., instantaneous
maximum of 10 NTU) be exceeded, until the problems associated with the wastewater treatment plant
have been corrected. The wastewater in the 125,000 gallon 5-day upset pond shall be pumped back to
the treatment plant headworks for re-treatment or treated in the 125,000 gallon 5-day upset pond prior
to utilization. [15A NCAC 02U .0402(e)]
19. The Permittee shall develop and implement an education program to inform users (including
employees) about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be maintained
consistent with the reclaimed water uses. All educational materials shall be made available to the
Division upon request. [15A NCAC 02U .0501(a)(4)]
20. The Permittee shall provide notification to the public and/or employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking. Such notification shall be provided to
employees in a language they can understand. [15A NCAC 02U .0501.]
21. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02U .0802. [15A NCAC 02T 00, 02U .0802]
WQ001593 1 Version 4.0 Shell Version 171103 Page 6 of 10

IV. MONITORING AND REPORTING REQUIRMENTS
I. Any Division required monitoring(including groundwater,plant tissue,soil and surface water analyses)
necessary to ensure groundwater and surface water protection shall be established, and an acceptable
sampling reporting schedule shall be followed. 1[15A NCAC 02T .0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the reclaimed water generating facility shall be continuously monitored, and daily flow
values shall be reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the accuracy
and reliability of flow measurement consistent with accepted engineering and scientific practices.
Selected flow measurement devices shall be capable of measuring flows with a maximum deviation of
less than ten percent from true flow; accurately calibrated at a minimum of once per year; and
maintained to ensure the accuracy of measurements is consistent with the selected device's accepted
capability. The Permittee shall maintain records of flow measurement device calibration on file for a
period of at least five years. At a minimum, documentation shall include;
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
[15A NCAC 02T .0105(k)]
4. The Permittee shall monitor the reclaimed water from the generating facility at the frequencies and
locations for the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of reclaimed water utilized.
Records shall be maintained for a minimum of five years. At a minimum, these records shall include
the following information for each utilization site listed in Attachment B:
a. Date of reclaimed water utilization;
B. Volume of reclaimed water irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic(inches/acre) loadings;
f. Weather conditions; and
g. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard(i.e.,waste/reclaimed water level to the lowest embankment elevation)in the 125,000 gallon
5-day upset pond and the 1,739,610 gallon wet weather storage pond shall be measured to the nearest
inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall be maintained at the
facility for a period of no less than five years, and shall be made available to the Division upon request.
[15A NCAC 02T .0108(c)]
WQ0015931 Version 4.0 Shell Version 171103 Page 7 of 10

7. A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non-Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0108(c)]
8. A maintenance log shall be maintained at this facility. This log shall he maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum,this log shall include:
a. Visual observations of treatment plant and plant site;
b. Date of calibration of flow measurement device(s);
c. Date of calibration of turbidimeter;
d. Date and results of power interruption testing on alternate power supply;
e. Record of preventative maintenance (e.g., changing/adjusting of equipment, pump and valve
maintenance, cross connection control, testing, inspections and cleanings, etc.; and
f. Record of all unpermitted releases of reclaimed water to surface water or land surface including
date of occurrence, estimated volume of release, cause, and corrective action taken.
[15A NCAC 02T .0108(b)(1)]
9. Three copies of all effluent monitoring data and reclaimed water distribution data (as specified in
Conditions IV.3. and IV.4.) shall be submitted on Form NDMR for each PPI listed in Attachment A.
Reporting forms shall be submitted on or before the last day of the following month. If no reclaimed
water distribution activities occurred during the monitoring month, monitoring reports documenting
the absence of the activity are still required to be submitted. All effluent monitoring data shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center, Raleigh, North Carolina, 27699-1617. [15A NCAC 02T .0105(1)]
10. Three copies of all operation and utilization records (as specified in Conditions IV.5. and IV.6.) shall
be submitted on Form NDAR-l for every non-conjunctive utilization site listed in Attachment B.(Note:
conjunctive use sites do not require NDAR-1 submission). Reporting forms shall be submitted on or
before the last day of the following month. If no reclaimed water utilization activities occurred during
the month, monitoring reports are still required documenting the absence of the activity. All
information shall be submitted to the following address: Division of Water Resources, Information
Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina, 27699-1617. [15A NCAC 02T
.0105(1)]
WQ0015931 Version 4.0 Shell Version 171103 Page 8 of 10

11. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, as soon as possible,but in no case more than 24 hours, or on the next working day following
the occurrence or first knowledge of the occurrence of any of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5,000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV.8.f., but do not require Regional Office notification.
d. Any time self-monitoring indicates the facilities permitted herein have gone out of compliance with
the limitations contained in this permit.
e. Ponding in or runoff from the reclaimed water utilization sites.
Any emergency requiring immediate reporting(e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number(800)662-7956,[phone],or(919)733-3300. Persons
reporting such occurrences by telephone shall also file a written report in letter foiin within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure the problem does not recur. [15A NCAC 02T .0108(h)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
reclaimed water generation and utilization facilities. [15A NCAC 02T 0108(b)]
2. The Permittee or their designee shall inspect the reclaimed water generation and utilization facilities to
prevent malfunction, facility deterioration and operator errors resulting in discharges, which may cause
the release of wastes to the environment, a threat to human health or a public nuisance. The Permittee
shall maintain an inspection log that includes, at a minimum, the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken. The Permittee shall
maintain this inspection log for a period of five years from the date of the inspection, and this log shall
be made available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the reclaimed water generation and utilization facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this permit,
and may collect groundwater, surface water or leachate samples. [U.S. 143-215.1]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
I 43-215.6C. [U.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
WQ0015931 Version 4.0 Shell Version 171103 Page 9 of 10

variances to applicable rules governing the construction or operation of the permitted facilities are
granted,unless specifically requested and approved in this permit pursuant to 15A NCAC 02T.0105(n).
[G.S. 142-215.1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCG010000; any requirements pertaining to wetlands under I5A
NCAC 02B .0200 and 0211 .0500; National Pollutant Discharge Elimination System (NPDES)
requirements under 15A NCAC 02H .0100, and documentation of compliance with Article 21 Part 6
of Chapter 143 of the General Statutes. [15A NCAC 02T .0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a written
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Pennittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050]
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110, [15A NCAC 02T.0110]
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 9th day of April 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r""--
C-
2Linda Culpepper, Interim Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0015931
WQ0015931 Version 4.0 Shell Version 171103 Page 10 of 10

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