NCG551738_Authorization to Construct_20180125

Water Resources
Environmental Quahty
January 25, 2018
Mr. Joseph Broten, Owner
124 Skyview Drive
Waynesville, North Carolina 28786
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Certificate of Coverage (COC) NCG551738
Authorization to Construct (ATC)
Under General Permit NCG550000 for
Single -Family Residence WWTP
124 Skyview Drive, Waynesville 28786
Haywood County
Dear Mr. Broten:
General Permit Coverage. In accordance with your application for discharge, the Division of
Water Resources (DWR) herewith forwards the subject Authorization to Construct (ATC) and Certificate of
Coverage (COC) to discharge under the subject NPDES General Permit. This permit is issued pursuant to the
requirements of North Carolina General Statue 143-215 .1, the Memorandum of Agreement between North
Carolina and the US Environmental Protection agency dated October 15, 2007 (or as subsequently amended).
Your permit package includes:
13 Certificate of Coverage / Authorization to Construct / Operation & Maintenance Instructions.
El A copy of Wastewater Discharge General Permit NCG550000.
13 A copy of the approved plans and specifications (signed August 26, 2017).
13 Engineer's Certification form (to be returned to DWR upon project completion).
To maintain this COC, you must remit an annual fee of $60 to the Division of Water Resources beginning one
year from the above issuance date. Mail Annual Fee [include COC number on your check] to:
DEQ / DWR / NPDES / SFR Permitting
1617 Mail Service Center
Raleigh, NC 27699-1617
DWR understands that the subject site has been judged "unsuitable" for a ground -absorption sewer system by
the Haywood County Environmental Health. Therefore, your authorized consultant, Lash Engineering, Inc.,
intends to replace the existing failed septic system with a treatment system designed to discharge to Surface
Waters of the State. Lash Engineering, Inc. has also determined that connection to the nearest city sewer
service is approximately 1,500 feet away, and estimates the cost to connect at $167,100. The Division
therefore concurs with the consultant that this is not a viable discharge option based on cost.
Compliance under General Permit NCG550000 restricts discharge flow, not to exceed 1,000 gallons per day.
This COC covers treatment facilities currently designed for a 3-bedroom single-family residence estimated to
discharge 360 gpd (120 gallons per bedroom).
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-9000

Please note that you must provide regular treatment -system operation, maintenance and inspections in accord
with manufacturer's recommendations and this ATC; all records, analyses, and logs to be kept onsite
available for DWR inspection [NCG550000, Section A. (2)].
Operation and Maintenance. The Permittee is responsible to maintain all components in the approved
treatment system designed to meet Surface Water -Quality Standards. Compliance includes following the
manufacturer's guidelines, conducting and documenting inspections, establishing sources for OEM spare
parts and supplies, taking samples for analyses, making necessary repairs, and documenting said maintenance
for the duration of the permit. Please note that the receiving stream is formally classified C;Tr, and is
governed accordingly.
If DWR determines that your discharge contributes to future degradation or unpairment of this waterbody, an
individual NPDES permit may be mandatory. Upon DWR's request, the Permittee must provide records and
demonstrate regular eff6rts to maintain the approved treatment system. The Division recommends that the
Permittee solicit manufacture -certified training, or a qualified contractor or service to regularly inspect and
maintain this treatment system.
Authorization to Construct (ATC) Permit. This ATC details the conditions of installation. Before startup,
activation requires notice to the Asheville Regional Office (828-296-4500), attention Landon Davidson, a
minimum of three (3) days in advance of discharge. Such notification shall be made during normal office
hours from 8:00 a.m. until 5:00 p.m. Monday through Friday, excluding State holidays. The attached
Engineer's Certification form, to be returned to DWR by the Engineer, documents compliance "as built" in
accord with this ATC approved plans and specifications submitted to DWR on August 26, 2017 or as
subsequently amended. No changes may be made without prior approval.
Therefore, in accord with the application and the attached approved plans and specifications, DWR hereby
authorizes the installation of a new surface -water discharge treatment system consisting of.
• influent gravity drain line
• Norweco Singular Green Bio-Kmetic Unit with Bio-Film Reactor
• discharge basm with pump and UV disinfection [single bulb]
• discharge outfall with aeration/erosion-controlled (riprap)
All elbow piping must conform to the long -sweeping type. All cleanouts must be housed in meter boxes
below grade. This treatment systems shall be located at least 15-ft away from a dwelling, at least 100-ft from
any water -supply well either on- or off -site. The system shall also be located and constructed above any
applicable 100-year flood line; 50-ft setback from property lines [hereby waived to 25-ft due to lot -size
restrictions].
This ATC permit is issued in accordance with Part III, Paragraph 2 of NPDES General Permit NCG550000,
and is subject to revocation unless wastewater treatment facilities are constructed in accordance with the
conditions and limitations specified in this General Permit. In the event that the facilities fail to perform
satisfactorily, including creating nuisance conditions, the Permittee shall take immediate corrective action as
may be required by this Division, such as the construction of additional or replacement wastewater
treatment(s) or disposal facilities. Failure to abid-. by the requirements of this ATC permit may subject the
Permittee to an enforcement action by the Division of Water Resources in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
Compliance with the above shall include a leakage test performed on reused tanks and proposed new tanks,
or leak -certified (new) by the manufacture not to exceed an exfiltration rate of twenty (20) gallons per
Page 2of5

0
twenty-four (24) hours per 1,000 gallons of tank capacity. The Engineer's Certification shall serve as proof of
compliance with this condition. Mail the completed Engineer's Certification to:
DEQ / DWR/ Water Quality Permitting Section
1617 Mail Service Center
Raleigh, NC 27699-1617
❖ The Permttee shall, for the life of the treatment facility, maintain on site a copy of the approved
plans and specifications available for DWR inspection.
Upon completing construction and prior to operating this permitted facility, a North Carolma-registered
engineer shall sign and submit to DWR the attached Engineer's Certification form, thereby certifying that the
permitted facility has been installed in accordance with the NPDES Permit, this Certificate of Coverage, this
Authorization to Construct, and the approved plans and specifications.
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, the certificate of coverage shall be final and binding.
This COC is not transferable except after notice to the Division of Water Resources. The Division may
require modification or revocation and reissuance of the COC. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Resources or any other
Federal, State, or Local governmental permits that may be required.
NPDES Contact. If you have any questions concerning the requirements of this Certificate of Coverage or
Authorization to Construct (ATC) permit, please email Derek Denard [[e-mail]] or call his
direct line [919-807-6307].
jSinc,
Linda Culpepper, Interim Director
Division of Water Resources
Attachments: COC; Engineer's Certification form (return signed to DWR)
he NPDES General Permit Files
Haywood County DEH
DWR/ARO, attn Landon Davidson, Supervisor
ec Michael Lash, PE, Lash Engineering, Inc. [mike]@LashEngmeenng com]
Joseph Broten Dosephbroten@gmail com]
Page 3 of 5

4'
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE - NCG551738
Under GENERAL PERMIT NCG550000
TO DISCHARGE 100%-DOMESTIC AND SIMILAR WASTEWATERS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPa--
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Joseph Broten - Owner
is hereby authorized to operate a wastewater treatment facility consisting of a Norweco Singular Green
Bio-Kinetic Unit with Bio-Film Reactor, UV disinfection, effluent discharge pipe with outfall rip -rap
erosion protection discharging treated domestic wastewater from a facility located at the
Single -Family Residence
124 Skyview Drive, Waynesville 28786
Haywood County
to receiving waters designated as an unnamed tributary to UT to Browning Branch [stream segment
5-16-8], a waterbody currently Classified C;Tr within Subbasin 04-03-05 WC 060101060201] of the
French Broad River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV of General Permit NCG550000 as attached.
This certificate of coverage shall become effective January 25, 2018.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 25, 2018
wv.'Ar.�"z
vada Culpepper, Interim Director
ivision of Water Resources
By Authority of the Environmental Management Commission
Page 5 of 5

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Joseph Broten
Single -Family Residence
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APPROVED
NCDEQ/DWRINPDES
Water Quality Permitting Section
Date ZS 7r„" Z alg
Permit # NC G ss I i 3 g
7010 do 3002 Analysis — Information provided by Curtis Weaver
(Hydrologist with the USGS)
From USGS average investigative reports indicate
Annual 7010 discharge => from 032 to 060 cfsm (ovg046cfsm)
Annual 3002 discharge => from 069 to 097 cfsm (avg082cfsm)
Comparison watershed analysis from lopo from NUOT and online watershed
analysis from USGS indicates a watershed area of 0155 square m6es or
99 520 acres. Applying 0155 sq mi to above results include,
Annual 7010 discharge => from 00496 to 0093 cis (overage 0071 cfs.)
Annual 3002 discharge => from 0107 to 0150 cfs (average 0128 cfs )
This number does not take into account spring Row so the actual number
may vary but would probably vary higher From review by a site visit and in
discussions with residents. the stream has definite stream qualities and does
not seem to be a dry weather stream
Watershed
Area = 99 520 ac.
Scale 1"=200'
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site

AD
Water Resources
ENVIRONMENTAL QUALITY
Permittee:
NPDES Permit / COC Number:
County:
Engineer's Certification:
Joseph Broten, Owner
NCG551738
Haywood
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
I, , a duly registered Professional Engineer
in the State of North Carolina, as authorized by the Permittee to observe [ daily, part time, full time ]
the construction of the project,
Project Name
Location
do hereby state that to the best of my abilities, I practiced due care and diligence to observe the construction
of said project such that it was advanced and completed in accordance and in compliance with the NPDES
Permit, approved plans and specifications, Authorization to Construct Permit, and/or General Permit
Certificate of Coverage issued by the Division of Water Resources.
Signature
Registration No.
Date
[Stamp]
[Any person who knowingly makes any false statement, representation, or certification in any application, record,
report, plan or other document filed or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementmg that Article, or who falsifies, tampers with or knowingly renders maccurate
any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of
the Environmental Management Commission implementmg that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both [ 18 U S C. Section 1001
provides a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a
similar offense.]
State of North Carolina I Environmental Quality I Water Resources
1617 Mail service Center I Raleigh, North Carolina 27699-1617
919 806 6300

GENERAL PERMITS - NEW
NCG 50, 51, 52, 53, 57, 59
H C K LIST
Facility L Z S
Permit No. l V 1, V, 5—Y- 1139
Folder Left Side [stapled]:
s Check List
BIMS Tracking Shp
- FOLDER INSERT
WAH 1� esv; l I r-
NPDES Permit Writer:
Folder Right Side: (in chronological order — newest to oldest)
Z,V 7 ?L
DWR
Division of Water Resources
DEREK DENARD
01""Cpver Letter (add new policy text)
C/ATC Permit (order cover, ATC facility description, Map)
C�� ility Map (E-Map. include facility Outfall and location references)
p/ ermit Writer's Notes (chronology, strategy, APP Review)
51,1'X'�gion Staff Report /Email (description of proposed treatment system )
t Application (New Permit, fee $100/$60 plans and specs from Engineer)
cknowledgement Letter (NPDES Unit written response to Application)
Permittee Responses (AD -INFO request, if any)
Note: Italics indicate "not always required or applicable "% /
Updated BIM Events [Drafting Initiated] Date Y `�/ ° -7 Created Outfall in BIMS Date
W1F%l7 o J t t0/I1I1� $ 1
EAA Review Date Add Info Request Mail Receipt Due in days I
❑ e rawings (PDF) from Contractor. Request Date
C i �V
UV Water Supply (WS) Review: Yes N/A
by
Received Date
[/ Proof Read for Peer Review 1 %/� - L C'b Proof Read for Final to John 2j � I
❑ Peer Review: Submitted to Anjali (or other) Date
App/NOI Date
❑ Peer Review completed by Date
❑ Draft [Mailed / Emailed] to Regional Staff /Contractor/Applicant
Date
ae
❑ gional Review Received [email or Staff Report] / Completed by Date
FINAL to John for signature [date] Letter Dated 1 Z5 FINAL returned Date
INAL w/ signatures [scanned to PDF] FINALS to Server [General Permits Folder] Date
6 FINAL Updated BIMS OutfalVEvents Date
Emailed FINAL PDFs Date V to [County Health, Applicant, Contractor, other] according to letter footer
PDF Recipients
e f- -e G
Version 130ct2017

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Stroam Information:
Stream Index: 5-16-8 Qo
Stream Name: U ( Browning Brand l �1711 t
Description: From source to
Richland Creek
3040
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z0g!' ; i? Date of Class_: June 30, 1973
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mean? ;
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Section Three
UV
Equipment 4.
Applications:
• Fish Culture
• Live Seafood Holding Systems
• Aquarium/Exhibits
• Marnmal/Reptile/Avian Bathing Pools Ww"lite
• Water Features
Function:
Clarification (Waterborne Algae Control)
• Harmful Pathogen Disinfectant
Ozone Destruction
SNA.M.09beriermance
Pond, Aquarium, Exhibit, Research & Aquaculture
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Section I hree
SM1lutlli�ilte
2" i=ti la re �iei� li�,�_H�usis�t�, Watt-rtiglht W. Listed
Models for Small Ponds, Aquariums, and Research Applications
Water Flow Rate Water Flow Rate
No. Algae&Bacteria Protozoa {
Model No. Maximum Maximum Lamps 30,000 NWs/cm2 180,000_WWs/tmz Input Output Dim. Inlet Input
/Watts Pond Size Aquarium Size /Watt Suggested/Maximum SUggeested/Maximum Watts Watts (Inches) /Outlet Voltage
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02240/40 2,900 Gal 160 Gal. 1/40 589 GPW983 GPH 98 GPH/164 GPH 40 14 44J5 x-2V,1 ' Union 120VAC 50/60Hz
02280/80 5,900 Gal. 330 Gal. 2/40 1,178 GPH/1,967 GPH 196 GPH/328 GPH 80 28 44.75" x 14" 15" Union 120VAC 50/60Hz
Indicates popular models Also Available with Quartz Sleeve Wipers Adapter Flttings are not Included
SMAiSteriliier
3" Dias -peter" UV Ht-fusing, Watertight & U1. Listed
Modelslor Moderately Sized Ponds, Aquariums, and ExhibiVResearch Applications
Water Flow Rate Water Flow Rate
No. Algae & Bacteria ProtQzoa ' OIL "
Model No. Maximum Maximum Lamps-- ..3Q,,0D0 NWs/cm?_: _...---180,000 pWs/cm2 Input Output Dim. Inlet Input
/Watts Pond Size Aquarium Size /Watt Suggested/Maximum Suggested/Maximum Watts Watts (Inches) /Outlet Voltage
02025/25 2AW Gal. 130 Gal. --4/25 472 GPH/788 GPH 25 8 29" x 3.5" 15" Union 120VAC 50/601-1z
02040/40 4,700Gal. 260GAI.­' 1/40 943 GPW1,574 GPH 157GP14/-2-&WFI_40 14 43.75"x35" 15"Union 120VAC50/60Hz
02065/65 8,6001Gat -'� 80 Gal. 1/65 1,710 GPW2,855 GPH 285 GPH/476 GPH _ 15` - --N 705" x35" 15" Union 120VAC 50/60Hz
02OW80 'S400 Gal. 530 Gal. 2/40 1,885 GPH/3,148 GPH 314 GPW525 GPH 80 28-"'445,: .j 55" 1.5" Union 120VAC 50/60Hz
021 fl 17,100 Gal. 960 Gal. 2/65 3,420 GPW5,711 GPH 570 GPW952 GPH 130 50 71.5" x 153 -,1X Union 120VAC 50/60Hz
# Indicates popular models Also Available with Quartz Sleeve Wipers All models lnclude Adapter Fittings
SiMSterilizer
5" Diata,wt r LJV 11ousintg, WAU rtiohl. 8: U1. Listed
Models for Large Ornamental Ponds, Water Features, and ExhibiVResearch/Aquaculture Applications
Water Flow Rate Water Flow Rate
No. Algae & Bacteria Protozoa UV-C
Model No. Maximum Maximum Lamps 30,000 NWs/cm2 180,000 NWs/cm2 Input Output Dim. Inlet Input
/Watts Pond Size Aquarium Size /Watt Suggested/Maximum Suggested/Maximum Watts Watts (Inches) /Outlet Voltage
025050/50 5,900 Gal. 330 Gal. 1/50 1,560 GPH/1,980 GPH 260 GPW330 GPH SO 16 28" x 5.75" 2": Union 120VAC 50/601-1z
025080/80 10,800 Gal. 600 Gal. 1/80 2,700 GPH/3,600 GPH 450 GPH/600 GPH 80 26 43' x 5.75" 2" Union 120VAC 50/60Hz
025120/120 13,800 Gal. 770 Gal. 1 /120 3,840 GPH/4,600 GPH 640 GPW767 GPH 120 36 56" x 5.75' 2" Union 120VAC 50/60Hz
025150/150 19,100 Gal. 1,060 Gal. 1 /150 5,040 GPH/6,360 GPH 840 GPH/1,060 GPH 150 47 70' x 5.75' 2" Union 120VAC 50/60Hz
0 Indicates popular models Also Available with Quartz Sleeve Wipers Adapter Fittings are not Included
1!'e v t I.1
Sllri 6� Steriliir�r'
5" D1h-meter. UV Housing, Watertight & UL L,istedi
Models for Large Ornamental Ponds, Water Features, and ExhibiVResearch/Aquaculture Applications
Water Flow Rate Water Flow Rate ..,
No. ' Algae & Bacteria Protozoa UVt Amps
Model No. Maximum Maximum Lamps 30,060 pWs/cm2 180,000 NWs/cmz Input Output Dim. Inlet Max Load @
/Watts Pond Size Aquarium Size /Watt Suggested/MaxiinUrn Suggested/Maximum Watts Watts (Inches) /Outlet 120/230 VAC
0250100/100 7,700 Gal. 430 Gal. 2/50 2,040 GPHIL2,580 -60H 340 GPH/430 GPH 100 26 37' x l l' 3' Union 1.15/0.5
0250160/160 16,200 Gal. 900 Gal. 2/80,. =4320 GPH/5,400 GPH 720 GPW900 GPH 160 52 54" x 11' 3" Union 1.15/05
0250240/240 21 AW Gal. 1,210 Gal. "i/120 5,820 GPH/7,260 GPH 970 GPW1,210 GPH 246 10 , 66" x 11" 3' Union 1.15/05
0250300/300 36,000 Gal. 2;t100 Gal. 2/150 9,600 GPH/12,000 GPH 1,600 GPH/2,000 GPH 300 110 "801-x:1.J" 3' Union 1,85/0.85
Input Voltage on all models - 120/230VAC 50/60Hz
Water Flow Rates are based on: 90% UV Transmissibility
Suggested = UV Lamp @ 80% efficiency (after 9,000 hours of continuous operation) Aquarium & Pond Sizing Is based on:
'Maximum = UV Lamp Power @ 100% efficiency (new condition) Maximum Aquarium = single pass/1 hour @ "Maximum" flow rate for Protozoa
Maximum Pond = single pass/3 hours @ "Maximum" flow rate for Algae & Bacteria
M 15 www.rmflr,"rt�ragtl�[ir's.c c1m

m no
i I I Rd
OPERATING AND SERVICE INSTRUCTIONS
ITEM #02934-INS-SMARTUV
OLUI
L
RaNstemizer
tli ' 1, 1A
Allow
AW \
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VIA— ml�
AL
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tgrlll:er�/SMb�Steril(:er"
OPERATING AND SERVICE INSTRUCTIONS
Congratulations on the purchase of your new SMART UV, we
want you to be safe and successful with our equipment so please,
read our instructions prior to installing and operating this equipment!
Section One: SAFETY RULES FOR ALL SMART UV MODELS - pg. 1- 2
Section Two: UV STERILIZATION FEATURES AND SPECIFICATIONS - pg. 2 - 5
Section Three: WHAT IS ULTRAVIOLET STERILIZATION - pg. 6
Section Nine: ELECTRICAL REQUIREMENTS - pg. 15 - 16
Section Ten: UV LAMP INSTALLATION- pg. 16 - 17
Section Eleven: QUARTZ SLEEVE WIPERS - pg. 17 - 19
Section Twelve: SMART UV INSTALLATION/OPERATION - pg. 20 - 25
Section Thirteen: SMART UV WINTERIZING - pg. 26
Section Fourteen: SMART UV MAINTENANCE - pg. 26 - 27
Section Fifteen: SMART UV REPLACEMENT PARTS - pg. 28 - 31
Section Sixteen: TROUBLESHOOTING - pg. 32
Section Seventeen: CONTACT INFO - pg. 32
Warranty - pg. 33
Other Emperor Aquatics, Inc. Products - pg. 34 - 35
For pond calculating measurements and essential water quality parameters please
visit us at: www.emperoraquatics.com

Section One: SAFETY RULES FOR ALL SMART UV MODELS
IMPORTANT SAFETY INSTRUCTIONS PLEASE READ PRIOR TO
INSTALLATION AND OPERATION
WARNING TO GUARD AGAINST INJURY. BASIC SAFETY PRECAUTIONS
SHOULD BE OBSERVED, INCLUDING THE FOLLOWING:
Waterand electricity can be adangerous ob j t •,j,. n .
safetyHelp us ensure your
PLEASE
om; i % �, READ
am. , h � , , `� � ! � � �` U t t -'S �. FOLLOW
r i ` l
t r ; `�_ � �i a r1 0,�� i..� L t�d J r ALL F_ SAFETY a �. �
DANGER: WARNING -Ultraviolet light is damaging to your eyes and skin!
Do not handle or stare at an operating UV lamp. Note that the UV light rays are
invisible to the human eye and precautions should be taken to prevent UV energy
from entering the eyes.
IMPORTANT. READ AND OBSERVE ALL IMPORTANT NOTICES AND LABELS
ON THE UNIT.
IMPORTANT: For Your Safety - The quartz sleeve and or the UV lamp in this
product may have been broken or damaged during transit! It is therefore
ESSENTIAL that the unit be CAREFULLY INSPECTED BEFORE CONNECTING
TO ELECTRIC POWER (See Section Five)
WARNING: Do NOT exceed 20 PSI (Pounds Per Square Inch)
DANGER: To avoid possible electric shock, special care should be taken since
water is employed in the use of this aquarium and pond equipment. For each of
the following situations, do not attempt repairs yourself. Call EMPEROR
AQUATICS, Inc. customer service department at 610-970-0440 Ext. 0 for
services or discard the appliance.
DANGER: if the unit falls into the water, DO NOT REACH FOR ITI First unplug
it and then retrieve it. If the internal electrical components of the unit get wet,
unplug the unit immediately.
DANGER: If the unit shows any sign of water leakage, immediately unplug it from
the power source.
IMPORTANT: Carefully examine the unit after installation. It should not be
plugged in if there is water on any part not intended to be wet.
DANGER: Do not operate this unit if it has a damaged cord or plug, if it is mal-
functioning, or if it has been dropped or damaged in any manner.

IMPORTANT. Close supervision is necessary when any appliance is used by or
near children, and our equipment is no exception.
IMPORTANT: Always unplug the unit from an electrical outlet when not in use,
before servicing, cleaning or removing parts. Never yank the cord to pull the plug
from the outlet. Grasp the plug and pull to disconnect.
IMPORTANT: SMART UVs are designed for low-pressure water applications with
or without aquatic livestock. DO NOT use the EMPEROR AQUATICS, Inc.
SMART UV for any application other than its intended use. The use of
attachments not recommended or sold by Emperor Aquatics Inc. may
cause unsafe conditions and possibly void any warranty.
IMPORTANT: This unit must be wired in conjunction with a properly
grounded, ground fault interrupter circuit (GFI).
Only (3) three wire grounded cables suitable for outdoor use should be used to
connect this unit. If joining cables for outdoor use, a suitable watertight cable
connector must be used. If an extension cord is necessary, a cord with a proper
rating should be used. A cord rated for less amperes or watts than the
appliance's rating may overheat. Care should be taken to arrange the cord so that
it will not be tripped over or pulled. (if in doubt consult a qualified electrician)
Section Two: UV STERILIZATION FEATURE$�ANDI,SPECIFICATIONS-
Our GPH T-5 and T 6 low pressure mercury vapor germicidal lamps, convert
approximately 40% of their electrical input watts into UV C output watts within the
germicidal action spectrum (meaning 40% of electricity used is converted into use-
ful germicidal UV light), the highest UV C output conversion among all UV lamps.
SMART UV FEATURES
• UL listed for indoor and outdoor use, fresh and salt water use.
• Long lasting GPH/T5 and GPH/T6 UV lamps (9,000 hours to 80% efficiency).
• Protective Quartz Sleeve (maximizes UV lamp output and safety)
• Watertight Design
• Easy -to -Remove Power Assembly
• Remote Power Supply
• UV Resistant High Densityr4
Plastic UV Housing
(Lifetime warranty against UV degradation)
• Utilizes the UV lamp to its maximum potential SMART UV
(maximum UV exposure) Specifications Charts
• Non -UV Transmitting Clear Lamp Viewing Ports (See pages 3, 4, and 5)
2

Cn
SMART High -Output UV Sterilizer Models
Hi b ©u1; u�
SMNT @ sterilizer
Water Flow Rate
Water Flow Rate
No.
Algae & Bacteria
Protozoa
UV-C
Model No.
Maximum
Maximum
Lamps
30,000 pWs/cmz
90,000 VWs/cm2
Input
Output
Dim.
Inlet
Input
/Watts
Pond Size Aquarium Size
/Watt
Suggested/Maximum
Suggested/Maximum
Watts
Watts
(Inches)
/Outlet
Voltage
025050/5OYr
5,900 Gal.
500 Gal.
1/50
1,560 GPH/1,980 GPH
540 GPH/720 GPH
50
16
28" x 5.75"
2" Union
120VAC 50/60Hz
025080/80
10,800 Gal.
900 Gal.
1/80
2,700 GPH/3,600 GPH
900 GPH/1,200 GPH
80
26
43" x 5.75"
2" Union
120VAC 50/60Hz
025120/120
13,800 Gal.
1,200 Gal
1/120
3,840 GPH/4,600 GPH
1,260 GPH/1,560 GPH
120
36
56" x 5.75"
2" Union
120VAC 50/6OHz
025150/150
19,000 Gal.
1,600 Gal.
1/150
5,040 GPH/6,360 GPH
1,680 GPH/2,100 GPH
150
47
70" x 5.75"
2" Union
120VAC 50/60Hz
025050 W/50
5,900 Gal.
500 Gal.
1 /50
1,560 GPH/1,980 GPH
540 GPH/720 GPH
50
16
28" x 5.75"
2" Union
120VAC 50/6OHz
025080-VtI/80
10,800 Gal.
900 Gal.
1 /80
2,700 GPH/3,600 GPH
900 GPH/1,200 GPH
80
26
43" x 5.75"
2" Union
120VAC 50/60Hz
025120-W/120
13,800 Gal.
1,200 Gal_
1/120
3,840 GPH/4,600 GPH
1,260 GPH/1,560 GPH
120
36
56" x 5.75"
2" Union
120VAC 50/60Hz
025150-W/150
19,000 Gal.
1,600 Gal.
1/150
5,040 GPH/6,360 GPH
1,680 GPH/2,100 GPH
150
47
70" x 5.75"
2" Union
120VAC 50/60Hz
WARNING: Do NOT exceed 20 PSI (Pounds Per Square Inch)
Note: PVC Adapter Kits not included (but available separately)
"Suggested" Water Flour Rates are based on UV Lamp End of Useful Lamp Life, 9,000 hrs. @ 80% output Maximum Water Flow Rates
are based on New Lamp Condition All water flow rates incorporate a 90% UV transmittance factor, considering "Green Water" conditions

EMPEROR AQUATICS, INC.
SPAPAR u HO LJV STEV1,11.BZER S k-EXP OD D PARZT19 ViEV/Y DIAGRAM
FOR MODEL #'S"02505�), 025080, 025120, & 025150 UV STERILIZERS &
FOR MODEL #'s 025050-W, 025080-W, 025120-W, & 025150-W UV STERILIZERS
------ 15_7 .. � !__
Y
❑C�- 13
MO,--
4)— l
9 ) 3l f 5
r - --03
1. UV Lamp
2 4-Pin Lamp Connector
3. Black Power Supply Jamb Nut
4. Gray Power Supply Adapter
5. Power Supply Cord
6. Power Supply Module Assembly
7. Black Retaining Nut
8. Power Supply Gasket
9. Clear Quartz Sleeve Retaining Module
10. O-Ring for Clear Quartz Sleeve
Retaining Module
11. Quartz Sleeve O-Ring
12. Quartz Sleeve Gasket
® El
13. White Quartz Sleeve Gasket/0-Ring
Retaining Nut
14. Quartz Sleeve
15. UV Sterilizer Housing
16. Water Inlet/Outlet Union O-Ring
17. Water Inlet/Outlet Union Socket Half
18. Water Inlet/Outlet Union Retaining Nut
19. Quartz Sleeve Wiper Module (w/ wiper only)
20. C-Clips (w/ wiper only)
21. Quartz Sleeve Wiper Rod (w/ wiper only)
22. Wiper Rod Handle Stop Nut (w/ wiper only)
23. Wiper Rod Handle (w/ wiper only)
gor-J
LJ
SMART 110 UV UV Lamp Quartz Sleeve Pcwer Supply Lamp Connector Gasket Service
watts/Model No. Part No. Part No Part No. Part No, Kit Part No.
50 %Natt/025050 20050
20325 20105/20250-1
'20077,`
20375
80 Watt/025080 20080
20340 20105/202120.1
20077
20375
120 watt/025120 200120
203120 20105/202120-1
20077
20375
150 Watt/025150 200150
20365 202150.1
20077
20375
NOTE -Clear Quartz Sleeve Rerauunq Module e206O3, White Quartz Sleeve Retaining Nut j�20079. both fit all
5 ,lART UVSterilr;er hlodels cry a:ell05 oR 56SART 110 VV Rcahzers
31

RAULIC DATA
A handy reference on the subject of hydraufics,
and steam
Cdd.ed by
C. C. Heald
Eighteenth Edition
Third Printnig
Price
$30.00
Ingersoll -Dresser Pumps
Liberty Corner, NJ 07938
b'isd uui website al ww\\ ullwuy) (om

rA
I, Ingersoll -Dresser Pumps Cameron Hydraulic Data
Friction of Water (Continued)
Friction Losses in Ripe Fittings
2 l
Resistance coefficient K use in formula hf = K I
11
o_
N
N
nmi
0
m
.
m
0
0
0
m
N
O
O
O
O
O
N
O
O
I
m
M
m
O
N
O
Q
O
N
Q
O
N
O
N
O
m
m
O
N
O
V
O
m
M
?
0
N
0
N
0
Q
A
A
O
_
M
O
_
m
O
N
N
O
N
O
N
O
d
W
2
a
M
\
N
N
=
A
f
O
O
NO
m
LLJ
O
N
O
N
O
C
E
Z
Y
`n
o
0
0
0
0
0
0
0
m
m
0
0
M
0
0
0
rn
m
0
M
0
c�
0
v
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O
A
o
N
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m
O
cn
O
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A
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m
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t
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ca
to
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LL
N
Z
Friction —Water -Pipe Fittings
Friction of Water (Continued)
Friction Losses in Ripe Fittings
1
Resistance coefficient K use in formula h, = K
2�
Q
m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I
m
N
N
N
M
M
Q
h
m
m
0
0
N
uS
A
N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
m
v
N
a
o
o
Q
m
d
M
O
M
N
N
N
M
d
N
>
O
O
O
O
O
O
0
0
m
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a
O
O
O
O
O
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.-
Y
U
Z
N
m
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fm1
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N
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----
m
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m
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3-113

raulic Data
7tlnued)
iedule 160-steel
438" metde die
Ve• Head
y locity loss
,r head It per
it 1000
91 007 .074
4 017 154
.8 030 258
3 046 347
17 067 540
12 .091 691
7 119 .805
1 150 110
16 185 1.$4
to ,224 1.01
15 267 1,09
ig 313 2.20
34 363 2,53
18 417 289
33 475 3.26
38 536 3,66
22 601 4 09
57 669 4.53
)1 742 5.00
30 897 6.00
30 1.07 7.09
99 1 25 8.27
68 145 9155
37 167 109
06 190 124
75 2.14 13.9
44 2.40 156
13 268 17.3
82 2 97 19.1
52 327 21.0
21 3 59 22 9
90 392 260
59 4.27 272
28 4 64 29.5
00 5 61 355
74 687 42,1
46 7.83 49.2
19 9 08 57.0
92 104 65.2
65 11.7 741
38 134 83.4
10 150 93.4
83 167 104
56 186 115
02 224 139
condition of interior
equirements of each
safely factor of 15 to
Friction
Friction of Water *New Steel Pipe (Continued)
(Based on Darcy's Formula)
5 Inch
Standard wt steel-sch 40
Extra strong steel-sch 80
Schedule 160-steel
Flow
5 047" inside dia
4 813' Inside die
4 313" inside dia
U S
Mead
Head
Head
gal
Velocity
Velocity
loss
Velocity
Velocity
lose
Velocity
Velocity
loss
per
it per
head
per
It per
head
it per
ft per
head
it per
min
sec
it
00 ft
sec
it
100 it
sac
it
100 tt
l30
481
004
"'.024,
53
00
030
659
,007
.051
40
641
008
.71
01
.051
878
,012
086
50
802
010
.060
88
01
075
1 10
019
.128
60
962
014
.083
106
02
.105
1 32
027
,178
70
112
020
.110
123
02
138
154
037
,236
80
128
026
.140
141
,03
.176
176
048
.301
90
1 44
032
.173
1 59
04
.218
1 98
061
,373
100
160
040
210
176
05
.265
220
075
453
120
1 92
058
.293
211
07
.370
264
108
,612
140
225
078
,389
247
09
.491
307
147
.816
160
257
102
480
282
12
.607
351
192
105
180
289
129
.598
317
16
.757
395
243
1.31
200
3.21
160
.720
352
19
.922
439
299
160
220
353
193
.870
308
23
1.10
4.83
362
191
240
385
230
1 1.03
423
.28
1.30
627
431
1 2.26
260
417
270
1.19
468
,33
1.51
571
506
2.63
260
449
313
1.37
494
38
1.74
6.15
587
3.02
300
481
360
1 56
1
529
,43
1.99
669
.674
3.45
320
513
409
1.77
564
49
2.25
703
766
3.91
340
545
462
1.90
599
58
252
747
866
4.39
360
5 77
$18
2.21
635
63
2.81
791
970
490
3B0
6,09
.577
2.45
670
70
3.12
835
1 08
643
400
641
639
2.71
705
,77
344
878
1 20
600
420
674
705
2.97
740
85
378
922
1 32
659
440
706
774
325
776
94
4.13
966
1 4s
721
460
738
846
3.54
all
1,02
4.50
1010
1 68
765
480
770
921
384
846
I'll
4,88
1054
173
8.53
500
802
999
4.15
882
1,21
628
1098
1 87
9.23
550
882
121
4,99
970
1,46
635
1208
226
11.1
600
962
144
5.90
106
1,7
7.51
1318
270
13.1
650
104
1 69
689
11 5
2,1
8.77
1427
316
15.4
700
11 2
196
7,95
123
2.4
10.1
1537
367
17.8
760
12 0
225
9.09
132
2.7
116
1647
421
20.3
800
128
256
103
141
31
131
1757
479
230
850
136
289
11.6
150
35
14.8
1867
541 1
259
900
144
324
13.0
169
3,9
166
1976
606
29.0
950
152
361
144
167
43
184
2086
676
323
1000
160
400
159
176
48
20,3
2198
749
36.7
1100
17.6
484
192
194
5,6
24.5
2416
906
430
1200
192
576
22.7
21 1
62
290
2035
1078
61.0
1300
208
6.75
26.6
229
82
34.0
2655
1265
69.8
1400
225
783
307
247
95
393
3974
1467
69.2
1600
241
899
35.2
28,4
108
450
3294
1684
79.2
1600
257
102
40.0
282
124
511
3514
1916
90.0
1700
273 1
11 6 1
45,1 1
300 1
14,0
57.6
3733 1
2163
101
' Cast Iron not commercially available In this size
Note No allowance has been made for age, difference In diameter, or any abnormal condition of Interior
surface Any factor of safety must be estimated from the local conditions and the requirements of each
particular installation It Is recommended that for most commercial design purposes a safety factor of 15 to
20% be added to the values in the tables -see page 3-5
3-21
:
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co' vl,24 ( / o ( t.J e-c* `s-) Q

ITT
Goulds Pumps
LSP03/LSP07 SumpPumlps
FLSP03AT'
w. a
LSP07
LSP03AV
[qGOULDS PUMPS
Goulds Pumps is a brand of ITT
Residential and Commercial Water.
www goulds com
Engineered for life
Wastewater
TEATUR'ES)
■ Corrosion -resistant construction.
■ Stainless Steel motor casing and fastener,.
■ Glass -filled thermoplastic impeller and
casing.
■ Upper and lower heavy duty ball bearing
construction.
■ Motor is permanently lubricated for
extended service life and is powered
for continuous operation. All ratings are
within the working limits of the motor.
■ Hard coated 400 series stainless steel
shaft for improved corrosion resistance.
■ Float switch is adjustable for various
liquid levels. Easily removed for direct
pump operation or switch replacement.
■ Complete unit is lightweight, portable
and easy to service.
■ Available in manual and automatic ver-
sions. See next page for specific order
numbers.
■ A double labyrinth lip seal system pro-
tects the motor. It consists of three lip
seals and a V ring in addition to an im-
peller counterblade system which keeps
solid particles away from the seal unit.

n4v
ITT
APPLICATIONS
Specially designed for the following uses:
• Basement draining
• Water transfer
• Dewatering
SPECIFICATIONS
• Discharge size: 1'/2" NPT.
• Capacities: to 57 GPM.
• Maximum head: 34 feet TDH.
• Max. solids: %" spherical
• Temperature: 1040F (40°C) maximum liquid
temperature.
• Maximum pump submergence is 10 ft. for LSP03;
16 ft. for LSP07.
MOTOR
• Single phase, 3450 RPM, 60 Hz
• LSP03,'/3 HP, 115 V, 2.9 maximum amps.
• LSP07, 3/4 HP, 115 V (7.1 amps) or 230 V (3.5 amps).
• Built-in thermal overload protection with automatic
reset.
• Permanent -split -capacitor type.
GOULDS PUMPS
Wastewater
• Class B insulation.
• Stainless steel shaft.
• Air filled design.
• Power cord length: LSP03; 10 feet standard, 20 feet
optional, LSP07; 20 feet.
FLOAT SWITCH OPTIONS _
■ Models are available with a float switch. Several op-
tions for automatic operation.
■ "AV" models are supplied with a vertical float switch.
■ "A' models are supplied with a built in float switch.
■ "AT" models are supplied with a piggy -back replace-
able float switch.
AGENCY LISTING _
Se ® Canadian Standards Association
�7 File #LR114251
c us
U� Underwriters Laboratories
File #83318
Goulds Pumps is ISO 9001 Registered.
MODEL INFORMATION _
Order No.
HP
Volts
Amps
Minimum
Circuit
Breaker
Phase
Float
Switch Style
Cord
Length
Discharge
Connection
Min.
On
Level
Min.
Off
Level
Minimum
Basin
Diameter
Maximum
Solids
Size
Shipping
Weight
Ibs/k
LSP0311
,/;
115
2 9
10
1
Plug / No Switch
t0,
1'/i,
Manual
Manual
9"
3/e"
11 / 5
LSP0311A
Built -In Wide Angle
11"
5"
12"
LSP0311AT
Pi back Wide An le
11"
5"
12"
LSP0311AV
LSP0311 F
Piggyback Vertical
8.5"
2"
12"
Plug / No Switch
20'
Manual
Manual
9"
LSP0311AF
Built -In Wide Angle
11"
5"
12"
LSP0311ATF
Piggyback Wide Angle
11"
5"
12"
LSP0711 F
3/e
115
7 1
10
I
1
1
Plug / No Switch
20
1 t „
1
Manual
Manual
9"
,/e
15 / 6 8
LSP0711AF
Built -In Wide Angle
12.5"
6 5"
12"
LSP0711ATF
LSP0712F
Piggyback Wide Angle
12 5"
6 5"
12"
230
I
3 5
I
Plug / No Switch
Manual
Manual
9
LSP0712AF
Built -In Wide Angle
12.5"
63'
12"
LSP0712ATF
1 Piggyback Wide Angle
1 12.5"
1 6.5"
12"

ITT
FEET
35
30
r.�
x
u
20
a
15
t—
�O
10
00
COMPONENTS
GOULDS PUMPS
Wastewater
MODEL' LSP03, LSP07
SIZE' a/B" SOLIDS MAX.
RPM: 3450
10 20 30 40 50 GPIVI
CAPACITY
Item No.
Description
1
Casing
2
Impeller
3
Suction strainer
4
Shaft seal with cover
5
Motor
6
Ball Bearing
7
Capacitor
8
0-ring
3
7
8
6
5
6
4
1
2
3

rI
ITT
DIMENSIONS
(All dimensions are in inches and weights in Ibs Do not use for construction purposes )
F
H
LSP03
9'/4
75/s
LSP07
11'/4
91/8
LSP03AV
93/4
71A
POWER CORD:
16/3 SJTW WITH THREE PRI
GROUNDING PLUG
1'k° NPT
DISCHARGE
RGOULDS PUMPS
Goulds Pumps and the ITT Engineered Blocks Symbol are
registered trademarks and tradenames of ITT Corporation
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE
BLSP03 August, 2006
© 2006 ITT Corporation
Engineered for life
Wastewater
I-

WMNOTE-SQUARE
ACCESS FOR
CONCRETE RISER OR
OPTIONAL PLASTIC 107'
20' ROUND RISER
CAST -IN 102'
2k4'
VENT
55' 50' i7' i5'
L
�15>�
TOP VIEW
03KNOTE, ALL MEASUREMENTS ON TOP
NO BOOTS ON7 VIEW ARE TO WIDEST DIMENSIONS
SIDE INLETS,
USE CONCRETE
KNOCKOUTS
105'
100'
4'
65' 31'
INLET
O9' AIRSP
5+
TO BOTTOM 67'
OF 3' INLET
54'
TO BOTTOM
OF 4' INLET
SIDE VIEW
THROUGH
2b'
3' OR 4'
OUTLET BOOTS
ON OUTLET END
ONLY
OUTLET
SHOAF PRECAST SEPTIC INC
MODEL: MS 1 OW STB
ION Gallon Septic Tank
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
W W W.SHOAFPRECAST.COM
SHOAF-1000 NON TRAFFIC RATED
STB-760 NON TRAFFIC
LIQUID CAPACITY-1039 US GALLONS/9 J' AIRSPACE
TANK HEIGHT-66'
BOTTOM OF TANK TO CENTER OF INLET-56'
BOTTOM OF TANK TO CENTER OF OUTLET-54'
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET & OUTLET-3' OR 4' PIPE
TYPE OF INLET & OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000j TANK WEIGHT-8,500 LBS.
REINFORCING PER STATE CODE
3
50' XWNOTE - TEE
]"�+NOT SUPPLIED
52' TO BOTTOM OF 4' OUTLET -J
52 1/2' TO BOTTOM OF 3' OUTLET
SCALE - N.T S
STATE
APPROVAL #
SHOAF-1000
STB-760
I
3�'
1' BUTYL RUBBER
MASTIC SEALANT
CONTINUOUS IN
4' JOINT
66' 59'
FLOW
THROUGH
END VIEW 3�
III 48'
53'
55' I

InnaTwecos
SINGULAIR GREEN& DIO-KINETIC° WASTEWATER TREATMENT SYSTEM
MODELS 960 AND TNT® WITH SERVICE PRO® CONTROL CENTER
OWNER'S MANUAL
INTRODUCTION
The Singulair Green unit is the finest system available
and utilizes the most up-to-date wastewater treatment
technology. It is a sound investment that protects you
and the environment Please take the time to familiarize
yourself with the contents of this manual
HOW THE SINGULAIR GREEN® SYSTEM WORKS
Developed to serve homes and small businesses beyond the
reach of city sewers, the Singulair Green system employs the
extended aeration process Similar to the treatment method
used by most municipal
wastewater treatment
facilities, this process
involves a natural,
biological breakdown
of the organic matter in
wastewater
Wastewater enters the
pretreatment chamber
where anaerobic
bacterial action
combines with the
effects of gravity to
precondition the waste
before it flows into the
aeration chamber Once
in the aeration chamber,
aerobic bacteria utilize
the organic matter in
the wastewater to
biologically convert
the waste into stable
substances Following aeration, flow is transferred to the
clarification chamber where the effects of gravity settle out
biologically active material The Bio-Static sludge return,
located in the clarification chamber, creates hydraulic
currents that gently transfer settled particles back to
the aeration chamber As clarified liquids pass through
the Bio-Kinetic system, they are filtered, settled and
flow equalized As a result, complete pretreatment,
aeration, clarification and final filtration are assured The
Singulair Green system reliably protects you, your property
and the environment
FEATURES AND ADVANTAGES
Singulair Green tanks are constructed of rotationally molded,
UV stabilized, high density polyethylene Integrally molded
treatment chamber walls and structural support ribs insure
durability and maximum strength Risers and lids are injection
molded, heavy duty, glass -filled polypropylene All components
within the system that will contact the wastewater are
constructed entirely of molded plastic, stainless steel or rubber
The Singulair aerator is powered by a 1725 RPM, 115 volt,
60 hertz, single phase, fractional horsepower motor It is the
only electncally powered component in the Singulair Green
system The aerator
has been designed
specifically for use in the
Singulair system It
costs less to operate and
consumes fewer kilowatt
hours of electncity than
most major appliances.
The Singulair aerator is
supplied with a prewired
electncal control center
contained in a NEMA
rated enclosure The
control center contains
a power switch and
time clock that control
aerator operation The
local dealer's name,
address and telephone
number are displayed on
the control center cover
All system controls and
necessary owner information are conveniently located
at your fingertips
Non -mechanical flow equalization and final filtration is
accomplished within the Singulair Green tank by the
Bio-Kinetic system This revolutionary device is installed in the
clarification chamber and connected to the system outlet
Optional chlorination and dechlonnation may be included in the
Bio-Kinetic system if required All Singulair Green components
work together to assure complete pretreatment, aeration,
canfication and final filtration

SINGULAIR GREEN® SYSTEM PERFORMANCE
SINGULAIR® AERATOR
Rivaling the performance of the most advanced wastewater
treatment plants in the world, the Singulair Green system
complies with USEPA wastewater treatment guidelines for
secondary treatment systems and meets all requirements of
NSF/ANSI Standards 40 and 245 In ecologically sensitive
areas, the most stringent effluent standards are 10 mg/L
CBOD and 10 mg/L TSS Rated Class I after successfully
completing the 7 month Standard 40 test protocol, the Model
960 system averaged effluent of 6 mg/L CBOD and 10 mg/L
TSS The Model TNT system averaged effluent of 4 mg/L
CBOD, 9 mg/L TSS and 12 mg/L Total Nitrogen
OPERATIONAL REQUIREMENTS
The Singulair Green system is designed to treat only domestic
wastewater Domestic wastewater is defined as the waste
generated from a typical residence This includes flows
originating from bathtubs, clothes washers, dishwashers,
drinking fountains, water coolers, food grinders, kitchen
sinks, lavatories, mop basins, service sinks, shower stalls,
sinks, wash sinks, water closets and whirlpool baths While
the use of bio-degradable detergents is recommended, the
Singulair Green system has been designed to handle any
reasonable amount of bathroom, kitchen or laundry waste
However, some care should be exercised to insure that
non -biodegradable and/or toxic materials are not disposed
of via the domestic wastewater plumbing Do not use
the plumbing system for disposal of lint, cooking grease,
scouring pads, diapers, sanitary napkins, cotton balls,
cotton swabs, cleaning rags, dental floss, strings, cigarette
filters, rubber or plastic products, paints and thinning agents,
gasoline, motor oil, drain cleaners or other harsh chemicals
These items could plug portions of the plumbing, interfere
with biological treatment, accumulate in the treatment
system and adversely affect system performance Never
connect roofing down spouts, footer drains, sump pump
piping, garage and basement floor drains or water softener
backwash to the domestic wastewater plumbing or the
treatment system Water softener backwash will interfere
with biological treatment and must be disposed of separately
ELECTRICAL REQUIREMENTS
The Service Pro control center must be wired to a dedicated
115 VAC, single phase circuit at the main electrical service
panel A 15 amp circuit is recommended (10 amp minimum)
A pictorial wiring diagram is provided inside the control
center enclosure All electrical work must be performed in
accordance with the requirements of the National Electrical
Code and all applicable local codes Electrical connections
should be made only by a qualified electrician following
proper procedures and using safe tools
CAUTION: Any time service is required, last shut off the
dedicated circuit breaker in the main electrical service
panel Next, shut off the power switch in the Service Pro
control center. Failure to do so could result in personal
injury or equipment damage
The aerator has been
specifically designed for
use in the Singulair system
and includes special alloy
and molded plastic parts
to prolong aerator life
Aerator bearings are pre -
lubricated and sealed
The Singulair aerator
is installed in a plastic
mounting riser above the
aeration chamber Fresh
air enters the aerator
through four intake ports
located under the aerator
handle Air is drawn down
the hollow aspirator shaft
where it is introduced
below the liquid surface
Only the molded plastic
aspirator and the lower
portion of the stainless
steel aspirator shaft are
submerged,
The aerator is not designed
to run underwater and will
automatically shut off if
a high water condition
occurs If the liquid rises
to the level of the foam
restnctor, the control
center will shut off power
to the aerator Next, an
automatic diagnostic
sequence will begin, as
outlined in the section
titled SERVICE PRO
CONTROLCENTER
The Singulair aerator is a precision engineered
electro-mechanical device Do not remove it from its
installed position, Do not attempt any type of repair
Contact your local dealer if service is needed Unauthorized
tampering or repair will void important provisions of the
lifetime warranty and exchange program
FRESH AIR VENTING SYSTEM
Afresh air vent is designed into the perimeter of the access
cover above the Singulair aerator The perimeter vent
supplies fresh air to the aerator, which is drawn through the
aspirator and into the wastewater Finished landscaping
should be maintained six inches below the top of the
vented access cover and graded to drain runoff away from
the cover Do not obstruct the vented access cover or
allow plants, shrubbery, mulch or landscaping of any type
to restrict the flow of air to the perimeter vent

SERVICE PRO& CONTROL CENTER
To permit fully automatic operation, prewired electrical
controls are supplied in a sealed NEMA rated enclosure
for your safety and the protection of components and
wiring The control center should be located so the red
warning light can be seen and the audible alarm heard,
while minimizing exposure to harsh weather or conditions
that might prevent routine access If an issue with the
aerator is detected., the red alarm light will flash and the
control center Will attempt to restart the aerator every
five minutes for two hours For an open motor or under
current condition, the alarm lightwdl display a repeating
pattern of two short flashes followed by a three second
pause For an over current condition, the alarm light will
flash evenly until serviced If the aerator does not restart
after two hours, the audible alarm will sound To silence
the audible alarm and attempt to restart the aerator, push
the reset button on the control center cover This should
allow the aerator to resume normal operation If the alarm
condition is not resolved, the audible alarm will be silenced
for 48 hours, but the alarm light will continue to flash In
this case, contact, your local Singulair Green dealer
TIME CLOCK
The control center for the Model TNT system is supplied
with a non-adjustable time clock The non-adjustable
time clock creates a 60 minute aeration cycle followed by
a 60 minute anoxic cycle during which the aerator is off_
All other control centers are supplied with an adjustable
time clock that determines the operating cycle of the
aerator The time clock will not permit the aerator to run
less than 30 minutes out of each hour and is adjustable
in five minute increments up to continuous operation
The performance of the Singulair Green system has
been certified to meet NSF/ANSI Standard 40 effluent
quality requirements and USEPA secondary treatment
guidelines at the minimum time clock setting The time
clock is factory preset and should not be adjusted by the
owner Your factory -trained Singulair Green dealer will
make necessary adjustments under the specific direction
and authorization of the local regulatory agency
NOTE The control center may regularly communicate with
the Service Pro monitoring center using your telephone
line and a toll free number, If the control center'js using
the line when you attempt to place a call, a high pitched
digital communication signal will be heard Hang up all
telephones sharing the line and wait a few seconds- This,
will automatically disconnect the control center and make
the line available for use
BIO-STATIC'l SLUDGE RETURN
A Bio-Static sludge return is installed in the aeration/
clarification chamber wall Aeration chamber hydraulic
currents enter the sludge return and transfer solids from
the clarification chamber back to the aeration chamber
for additional treatment The Bio-Static, sludge return
accomplishes resuspension and return of settled solids
without disturbing the contents of the clarification chamber_
BIO-KINETIC" SYSTEM
The Bio-Kinetic system provides non -mechanical flow
equalization through all plant processes The Bio-Kinetic
system contains 3 separate filtration zones, 8 independent
settling zones, optional chlorination and dechlorination
tablet feed systems and serves as its own chlorine
contact chamber, When used with Blue Crystal residential
disinfecting tablets,
the performance of
the Bio-Kinetic system
as a disinfection
device is certified to
NSF/ANSI Standard
46, Section 11 All
components are
manufactured from
plastic or rubber The
Bio-Kinetic system is
equipped with fill and
drain valves which
facilitate service
to the filter Your
local dealer has the
necessary training
,. tools and equipment
y E� for removal and
cleaning If' your
f Bio-Kinetic system
- is in need of service,
' contact your local
Singulair Green
dealer During each
semi-annual service
inspection, your local
dealer will remove
and clean the Bio-,
Kinetic system or
replace it' with a unit
from their service
stock

NON -MECHANICAL
FLOW EQUALIZATION
BIO-MAX® DECHLORINATION
TABLETS
The patented design of the Bio-Kinetic system provides
non -mechanical flow equalization for the Singulair Green
wastewater treatment plant Equalization reduces incoming
hydraulic surges (e g typical shower of 10 minutes
duration, bathtub discharge of 5 minutes duration, clothes
washer discharge of 2 minutes duration and dishwasher
discharge of 2 minutes duration) throughout the system
The flow equalization provided by the Bio-Kinetic system
causes wastewater to be held upstream of the final
outlet during hydraulic surges, which preserves treatment
integrity and enhances system operation The actual rate
of equalization vanes and depends upon specific loading
patterns and the duration of each flow surge. At the 600
GPD (gallons per day) NSF/ANSI Standard 40 design
loading schedule, minimum performance of the Singulair
Green system equalizes all flow an average of 50%. As
a result, hydraulic surges and periods of high wastewater
flow are automatically reduced to protect the environment
and all treatment plant processes on a demand use, as
needed, basis
BLUE CRYSTAL® RESIDENTIAL
DISINFECTING TABLETS
If local regulations require, an initial supply of Blue Crystal
disinfecting tablets will be placed in the Bio-Kinetic
system chlorine feed tube at system start-up Specifically
formulated for use in the Singulair system, Blue Crystal
disinfecting tablets provide efficient and reliable disinfection
when effluent chlorination is desirable Manufactured from
calcium hypochlonte, Blue Crystal disinfecting tablets
provide effective, economical bacteria killing power Liquid
entering the Bio-Kinetic system contacts the installed
Blue Crystal disinfecting tablets, lust downstream of the
equalization ports. A fully charged feed tube will last an
average of three to six months During each semi-annual
inspection, your local dealer's service technician will check
system operation, the rate of tablet consumption and install
tablets to insure maximum system performance
NOTE: USEPAguidelines state, "On the average, satisfactory
disinfection of secondary wastewater effluent can be obtained
when the chlorine residual is 0 5 ppm after 15 minutes
contact " Retention time must comply with the controlling
regulatory jurisdiction
CAUTION: The improperhandling ofBlue Crystal tablets
may cause personal injuryorpropertydamage. Keepout
of the reach of children and do not allow the tablets or
feed tubes to contactskin, eyes orclothing Tablets may
be fatal if swallowed and tablet dust is irritating to the
eyes, nose and throat. Do not handle the tablets or feed
tube without first carefully reading the product container
label, MSDS information and the handling and storage
instructions Mixing of chemicals may cause a violent
reaction leading to fire or explosion For additional
information about Blue Crystal tablets contact your local
authorized dealer.
In ecologically sensitive areas, environmental standards or
regulations may require the use of Bio-Max dechionnation
tablets. Bio-Max tablets are formulated to remove chlorine
residual to non -detectable levels for the protection of
sensitive receiving environments Containing 92% sodium
sulfite as the active ingredient, the tablets are manufactured
to neutralize both free and combined chlorine Bio-Max
dechlonnation tablets dissolve slowly, releasing controlled
amounts of chemical for the instantaneous removal of
residual chlorine from the wastewater flow As liquid
passes through the final discharge zone of the Bio-Kinetic
system, the flow contacts the installed Bio-Max tablets and
residual chlorine is removed from the system effluent A
fully charged Bio-Max feed tube will last an average of
three to six months During each semi-annual inspection,
your local dealer's service technician will check system
operation, the rate of tablet consumption and install tablets
to insure maximum system performance
CAUTION., Bio-Max tablets or feed tubes should not
be mixed with Blue Crystal tablets. Do not handle the
tablets or feed tube without first carefully reading the
product container label, MSDS Information and the
handling and storage instructions. For additional
information about Bio-Max tablets contact your local
authorized dealer
NO OWNER MAINTENANCE
The Singulair Green system is inspected and serviced by
a local licensed, factory -trained dealer, therefore, no owner
maintenance is required during the warranty period The
Singulair Green system does not require pumping as often
as a septic tank. Under normal use only the pretreatment
chamber should be pumped How often pumping is
necessary depends on system use The local Singulair
Green dealer will inspect the aeration chamber contents
and plant effluent at six month intervals to determine if the
pretreatment chamber is discharging excessive solids.
Every three years, the pretreatment chamber should
be inspected The pretreatment chamber will normally
require pumping at three to five year intervals Contact
your local dealer prior to tank pumping for complete
information on removal of equipment, access to individual
chambers, coordination of services and proper disposal
of tank contents A tank pumping service licensed by
the local regulatory agency must be used for removal
and disposal of tank contents The tank pumper should
consult with local authorities to determine the proper
disposal method
If a period of intermittent use, or an extended period of
non-use of the Singulair Green system is anticipated,
contact the local dealer for instructions Your local dealer
has comprehensive service instructions and has been
factory -trained in troubleshooting procedures Contact
your local Singulair Green dealer if you require service
or information regarding tank pumping

SERVICE PRO® MONITORING CENTER
The Service Pro monitoring center is a maintenance tracking database that is free for use by all Singulair Green dealers and
service providers If your Singulair Green dealer uses the Service Pro website, a record for your system will be created at
www.servicepromcd.com when the system is installed The serial numbers for Singulair Green equipment and treatment
plant information will be entered at that time This proprietary website stores all relevant system information in one convenient,
secure and password protected location The Service Pro website keeps a detailed history of all maintenance visits that
are made to your installation The monitoring center will schedule future service inspections and notify your Singulair
Green dealer when they are due. System owners can also use the Service Pro website to access information, track service
calls or monitor compliance with regulatory requirements.
you would like to use the Service Pro website, contact your
Singulair Green dealer to receive a user name and password
An optional Service Pro MCD control center or Service Pro
TNT control center is available for use with the Singulair Green
system Designed to connect to a standard telephone line,
these control centers provide MONITORING, COMPLIANCE
and DIAGNOSTIC functions complete with telemetry for
communication with the Service Pro monitoring center Digital
Subscriber Line (DSL) phone service requires the use of a
low-cost DSL filter Voice Over Internet Protocol (VOIP) is
not reliable with any telemetry system and not recommended
Once your Service Pro control center is connected to a
telephone line, commissioned, and covered by a remote
monitoring agreement, your dealer will be immediately notified
of any alarm condition The Service Pro monitoring center will
automatically log the time and date of alarm conditions, as well
as service performed, and store them in your system history
record for viewing at www.servicepromcd.com
SINGULAIR GREEN° SERVICE PROGRAM
A minimum of four service inspections within the first two years of operation are provided by your local Singulair Green
dealer and are included in your original purchase price Costs for travel and labor are not charged to the owner The exact
frequency and scope of these visits are determined by the applicable regulatory agency. The obligation to provide these
service inspections rests solely with your Singulair Green dealer or the authorized service provider, so it is important that
you save a copy of your original purchase contract. To schedule service, learn more about maintenance requirements or
report system malfunctions, contact your local Singulair Green dealer directly Your dealer's name, address and phone
number are conveniently located on the front of the control center. During an inspection, each Singulair aerator, Bio-Kinetic
system and other plant components are serviced as outlined in the "SINGULAIR GREEN PRODUCT MANUAL" Auxiliary
equipment required in addition to the Singulair Green system, such as pumps, filters, valves, tankage, leach fields, chambers,
mounds or irrigation components, are not part of the Singulair Green service program and should be covered by a separate
maintenance agreement
After the initial two year service program is completed, the Singulair Green dealer will offer to provide a continuing service
agreement at the owner's option In many areas, this continuing service agreement is required by the local regulatory agency
The service program should be renewed by the owner to
insure maximum system performance Professional service is
important to proper system operation and should not be allowed to lapse. Each of these items are important
✓
Check aerator operation
✓
Inspect outlet coupling
✓
Check aerator power consumption
✓
Install a clean Bio-Kinetic system
✓
Check aerator air delivery
✓
Fill Blue Crystal feed tube
✓
Clean stainless steel aspirator shaft
✓
Fill Bio-Max feed tube
✓
Clean aspirator tip
✓
Inspect effluent quality
✓
Clean perimeter air vent in aerator cover
✓
Inspect outlet line
✓
Inspect aeration chamber contents
✓
Inspect ground water relief point
✓
Check operation of control center
✓
Inspect effluent disposal system
✓
Adjust time clock when required
✓
Complete 3-part service record
✓
Remove the Bio-Kinetic system
✓
Hang owner's record on front door
✓
Scrape the clanfication chamber
✓
Enter record into www.servicepromcd com
✓
Inspect the Bio-Static sludge return
✓
Mad health department notification
Your Singulair Green dealer will perform the services outlined above during each service inspection

WARRANTY REGISTRATION
SINGULAIR GREEN® LIFETIME PROTECTION
A Warranty Registration Card was included with the Model
206C aerator before it was shipped from the factory If
this card has not been returned to Norweco, complete and
mail it immediately. If it is not returned within thirty days of
the installation date, the three year limited warranty and
lifetime aerator exchange program will begin on the date of
component shipment from the factory
If the Service Pro control center is mounted in an outdoor
location, remove the aerator model number and serial
number record card and store it safely for future reference
Otherwise, do not remove this card from the control center
If it is necessary to call your dealer for service, make note
of the information on the control center data plate and the
aerator serial number before calling Warranty and service
records are cross-indexed by owner name and aerator serial
number Supplying the aerator serial number with the service
request will give the service provider a ready reference so that
changes in system ownership will not delay service
The Singulair aerator enjoys the distinction of being the only
aerator on the market today backed by a lifetime warranty
and exchange program Each Singulair aerator, Service Pro
control center and Bio-Kinetic system are warranted to be
free from defects in material and workmanship, under normal
use and service, for a period of three years The local,
licensed dealer or service center has detailed warranty and
exchange information and should be contacted for service
or replacement instructions
no6`dJlr ecc)
SERVICE PRO® SECURITY LOG IN
For your convenience, record your www.servicepromcd.com access information here
User name: I Password:
SUPPLEMENTAL SERVICE RECORD
For your reference, please document service performed on the following chart
DATE DESCRIPTION
j oTweli a, DISTRIBUTED LOCALLY BY:
Engineering the future of water
and �rnstewnrer treatment
220 REPUBLIC STREET
NORWALK, OHIO, USA 44557-1156
TELEPHONE [phone]
FAX [phone]
www.norweco com
Norweco°, Norweco com®, Singulair", Modulalrm, Travalair', Singulair Green®, Ribbit Rivet®, Hydro -Kinetic Bio-Film Reactor'°, Hydro -Kinetic°,
Evenair®, Lift -Rail®, Microsonic°, Bio-Dynamicm, Blo-Sanitizer", Bio-Neutralizer°, Bio-Max®, Blo-Kinetic', Bio-Staticm, Blo-Gem°, Blo-PercO,
Blue Crystal°, Phos-4-Fade8, Enviro-CO, ClearCheck®, ChemCheck°, Tri-Max% Hydra -Max®, Service Pro', MCD°, TNT, Grease Buster® and
"BUSTER" logo® are registered trademarks of Norwalk Wastewater Equipment Company, Inc
CMMXII NORWECO, INC

rrb,,""�'W@CO«
SINGULAIR GREEN° EIOAKINETIC° WASTEWATER TREATMENT SYSTEM
TANK PUMPING INSTRUCTIONS
These instructions provide a general guideline concerning when and how to pump out the Singulair Green system This
literature supplements other instructional materials included in the Singulair Green Bio-Kinetic System Product Manual
In order to maximize performance, protect system components and insure pi otection of the surrounding environment, the
Singulair Green system should be thoroughly checked every six months by a factory -trained Norweco service technician An
initial service program that provides a minimum of four service inspections during the first two years of system operation
is included in the system purchase price Renewable seance contracts to extend these routine inspections after the initial
program expires are available from the local licensed Norweco dealer
The pretreatment chamber of the Singulair Green system will periodically require pumping Because the Singulair Green
system is a biological treatment device, the time frames listed within these instructions are estimates Actual pumping
frequency will depend on the amount and strength of the wastewater being treated
Handling and disposal of pretreatment chamber contents, referred to as septage, or the contents of the aeration and
clarification chambers, referred to as biosolids, are regulated by local, state and federal authorities Disposal options may
include land application, lagoon treatment, municipal wastewater treatment or landfill disposal Prior to arranging for tank
pumping, contact the Norweco dealer to obtain complete information on access to chambers, removing equipment, coordination
of services and disposal of tank contents
During Singulair Green system installation and backfilling, do not allow dirt or mud to enter the system Once in the system,
dirt or mud will forma heavy sludge which will affect settling characteristics, interfere with filtration and degrade effluent quality
If dirt or mud enters the system, it must be removed to insure proper system operation Removing the dirt or mud may
require repeated flushing and tank pumping For add dional details refer to Singulair Green Tank Delivery and Setting instructions
INTRODUCTION
The Singulair Green system is a biological treatment device
and should not require pumping as frequently as a septic
tank Septic tanks are designed to store solids and perform
limited biological treatment Frequent pumping of a
septic tank is mandatory to remove and dispose of these
solids before they discharge from the tank The Singulair
Green system is designed to biologically treat all incoming
wastewater and return only a high quality effluent to the
environment The multiple operating processes contained
within the plant accomplish primary, secondary and
tertiary treatment in each Singulair Green system The
pretreatment chamber of the Singulair Green system is
designed to retain non -biodegradable solids and allow
biodegradable solids to flow into the aeration chamber.
The aerobic treatment process in the Singulair Green system
utilizes these biodegradable solids to convert the
wastewater into carbon dioxide and water This natural
biological process minimizes the accumulation of solids
and eliminates the need to pump the system as frequently
as a septic tank Because the Singulair Green system
utilizes the biodegradable material found in wastewater to
perform biological treatment, pumping the system more often
than needed will not improve operational performance
Removal of the solids in the Singulair Green system will be
required when indicated by an inspection or evaluation
as outlined herein
WHEN TO PUMP
Norweco dealers provide maintenance and service
inspections free of charge at regular six month intervals
during the initial warranty period These routine service
inspections will determine if a pretreatment chamber
evaluation is necessary The pretreatment chamber
should be evaluated by a factory -trained technician at
least every three years to determine if pumping is
required Pumping of this chamber by a licensed tank
pumping and disposal service will likely be necessary at
3 to 5 year intervals, based on variations in system
occupancy, usage and loading
ROUTINE SERVICE INSPECTIONS
Semi-annual service inspection procedures are outlined
in detail in the Singulair Green Bio-Kinetic System Service
Manual These routine service procedures include
inspection of the aeration chamber, clarification chamber
and effluent line to determine if the pretreatment chamber
should be evaluated A brief outline of these routine
service procedures, as well as the detailed steps required
to perform a comprehensive pretreatment chamber
evaluation, are listed here The results of the routine
service inspection, pretreatment chamber evaluation and
tank pumping (when performed) should be noted on the
Service Inspection Card

AERATION CHAMBER INSPECTION
SETTLEABLE SOLIDS TEST
A summary of the aeration chamber inspection procedure
is listed below. For complete details on aeration chamber
service, refer to the Singulair Green Service Manual
CAUTION: Any time an aerator or service pump Is
connected or disconnected, first shut off the selector
switch in the Service Pro control center. Failure to do
so could resultin personal injury orequipment damage.
1 Remove the vented aeration chamber access cover and
set aside
2 Unplug the aerator and secure the closure cap in
position to protect the electrical connector
3 Lift the aerator straight up out of the aeration chamber
access opening and lay it flat on the vented cover DO
NOT bump the aspirator shaft
or rest the aerator on the
aspirator shaft
4 Perform a settleable solids
test using a graduated cone
or other clear container. For
this test, make sure the
aerator has been running for at
least 10 minutes Collect an
aeration chamber sample
Immediately after turning off
and removing the aerator
Refer to the "Settleable Solids
Test" section of these
instructions for additional
details.
5. Loosen the two set screws on
the bottom of the intermediate
shaft and remove the aspirator
shaft
A settleable solids test should be conducted as part of the
aeration chamber evaluation during each routine service
Inspection to monitor system performance The results of
the settleable solids test can be used to verify that a mature
biomass has developed in the Singulair Green system The
test will also Indicate when excessive solids have
accumulated in the pretreatment chamber of the Singulair
Green system When this occurs, it may be necessary to
pump the contents of the pretreatment chamber
To Insure a well mixed sample is collected for the settleable
solids test, make sure the aerator has been running for at
least 10 minutes. Collect the sample Immediately after
turning off and removing the aerator and before the aeration
chamber contents begin to settle Using a graduated cone
or other clear container, dip the container Into the aeration
chamber to a depth of 21/2 feet Set the container on a level
surface and allow the solids to
30 MIN
SUPERNATANT
5o N
MATH PIWFLOC
SETTLED
50%
SOLIDS r
GOOD SETTLING
6 Connect the aspirator shaft to the shaft cleaning hose
and outside waterfaucet to flush the inside of the aspirator
shaft clean Use full water pressure Remove the
aspirator shaft from the cleaning hose and inspect the
bore to see that it is clean
7 Visually check the aeration chamber surface for the
presence of grease or oil An accumulation of these
materials indicates the pretreatment chamber should
be evaluated
8 Check the aeration chamber contents for the presence
of non -biodegradable materials, paper, mop fibers,
hair, grease or oil A significant accumulation of these
materials in the aeration chamber indicates the
pretreatment chamber should be evaluated
NOTE Do not replace the aerator until the Bio-Kinetic system
has been removed from the clarification
chamber and properly serviced
"settle" for 30 minutes while you
complete the service Inspection
Do not disturb the container during
the test
After 30 minutes, read the level of
solids and compare it with the total
liquid volume in the container
Calculate the percentage of
settled solids volume (I a 1/2 full
of solids equals 50%) If the
settled material contains large
pockets of clear liquid, estimate
the volume of these pockets and
reduce the settled solids reading
by that amount A settled solids
reading of up to 75% indicates no
adjustments are necessary
NOTE- The solids should settle
and compact within the 30 minute test System start-up, or
periods of low organic loading will result in solids that are
too light to settle, and well appear as a full containerwith no
clear separation This should not be interpreted as having
excess solids and system operation can continue without
any adjustment
A settled solids level greater than 75% at the end of the 30
minute test indicates excessive solids in the aeration
chamber and that the pretreatment chamber may need to
be pumped In this case, a pretreatment chamber evaluation
must be performed Refer to the "Pretreatment Chamber
Evaluation" section of these instructions for more details If
the pretreatment chamber evaluation indicates pumping is
not required, the aerator operating cycle may need to be
increased. Consult the local regulatory agency and the
Service Pro Time Clock Setting instructions before adjusting
the aerator operating cycle
The results of the settleable solids test, and any
adjustment made to the system time cycle, should be
recorded on the Service Inspection Card

CLARIFICATION CHAMBER INSPECTION
A summary of the clarification chamber and Bio-Kinetic
service inspection procedure is listed below For complete
details on clarification chamber service, refer to the
Singulair Green Bio-Kinetic System Service Manual
1 Remove the clarification chamber access cover
2 Remove the optional Blue Crystal and Bio-Neutralizer
feed tubes Do not allow the tubes to touch
3 Install the outlet sealing tool into the receiving flange to
prevent loss of liquid from the Singulair Green system
during service
4 Remove the Singulair aerator and place the servicefunnel
over the aerator mounting nser
5 Using the universal tool, remove the flow deck and
chamber plate assembly from the Bio-Kinetic system
Place the assembly on the service funnel for cleaning
6 Using the universal tool, disengage all four black locking
lugs to allow for removal of the outer chamber
7 Lowerthe fixed handle of the universal tool into the upper
lip of the Bio-Kinetic system outer chamber Turn the
handle until the lifting tool is engaged into the lifting nb
8 The outer chamber is equipped with a drain valve and fill
valve to allowforeasy removal and reinstallation during
service Begin lifting the outer chamber from the tank
The drain valve will automatically open as the outer
chamber is lifted out of the clarification chamber
Remove the outer chamber from the mounting user and
set it on the upside down lid of the service container
9 Reinstall the Singulair aerator as outlined in the Singulair
Green Aerator Service Instructions The aerator must
be in operation while the remaining danfication chamber
service is performed The aeratorworks in conjunction
with the Bio-Static sludge return to create a hydraulic
current that will return settled solids to the aeration
chamber
10 Check the surface of the clarification chamber for
the presence of grease or biologically untreatable
material A significant accumulation of these
materials would indicate that the pretreatment
chamber should be evaluated
11 With the aerator running, use the hopper scraping tool
to gently scrape all areas of the clarification chamber
hoppersidewalls
12 Complete the clarification chamber service as
outlined in the "Clarification Chamber" section of the
Singulair Green Bio-Kinetic System Service Manual
13 Make appropriate notations on the Singulair Service
Inspection Card and on the Owner's Manual
EFFLUENT LINE INSPECTION
Check the groundwater relief point installed in the effluent
line to make sure it is free of obstruction An
accumulation of paper, fibers, hair or grease indicates that
the Singulair Green system needs to be pumped If there is
a surface discharge point, make sure that it is free of debris,
foam, mud, etc Make appropriate notations on the
Service Inspection Card
PRETREATMENT CHAMBER EVALUATION
The pretreatment chamber must be evaluated within three
years of system start-up or the most recent tank pumping
An evaluation must also take place any time a routine
service inspection indicates the chamber may be
discharging excessive solids This evaluation includes
measuring the depth of the floating scum and settled
sludge layers to determine if pumping is required If the
pretreatment chamber evaluation indicates the chamber
does not require pumping, these evaluations should be
repeated annually until pumping is necessary
PRETREATMENT CHAMBER INSPECTION
A complete pretreatment chamber inspection procedure
is listed below The results of the inspection should be
noted on the Service Inspection Card
1 If the pretreatment chamber access opening is not
equipped with a nser and cover at grade, dig down to
the access opening in the top of the tank The opening
is in line with the access opening for the aeration
chamber and the system outlet The access cover
should not be more than 12" below grade,
2 Remove the access cover and be careful not to allow dirt
or mud to enterthe tank If dirt or mud enters the system,
it must be removed to insure proper system operation.
3 Visually examine the surface of the pretreatment
chamber for a significant accumulation of grease, oil or
non -biodegradable materials
4 Using the hopper scraping tool, gently probe the
surface of the chamber to determine the thickness of
the scum mat Force the tool down through the scum
mat, rotate the tool one quarter turn, then raise it until
the bottom of the mat is felt If the depth of the floating
scum layer has reached the bottom of the discharge
tee, the chamber should be pumped
5 To check the depth of the settled sludge layer, secure
a rough white towel to the handle of the hopper
scraping tool and lower it to the bottom of the chamber
Push the tool through the settled sludge layer to the bottom
of the tank Wait several minutes and carefully remove the
tool The depth of the settled sludge layer will be shown by
a dark line on the towel. If the settled sludge layer has
accumulated to the bottom of the discharge tee, the chamber
should be pumped.

Review the "Operational Requirements" section of the
Owner's Manual with the owner If lint, grease, scouring
pads, diapers, sanitary napkins, cotton balls, cotton
swabs, cleaning rags, dental floss, strings, cigarette filters,
rubber or plastic products, paints, thinning agents or other
harsh chemicals are discovered in the system, the owner
should be cautioned regarding proper use of the system.
WHAT TO PUMP
When pumping is required, normally it is necessary to
pump only the pretreatment chamber if the system has been
serviced at regular 6-month intervals If service has been
interrupted for an extended period of time, or if mud or toxic
material is present, it may be necessary to pump out the
entire system When pumping, it is not necessary to wash
down the compartments unless significant quantities of
grease, hair, fibers, mud, toxic substances or biologically
untreatable materials are present The capacity of the
pretreatment chamber is 450 gallons When pumping the
pretreatment chamber, an additional 400 gallons will be
removed from the aeration and clarification chambers until
the liquid level drops below the transfer port invert Atotal of
850 gallons will be removed when the pretreatment chamber
is pumped The total capacity of the system is 1,300 gallons.
CAUTION- After pumping any portion of the Singulair Green
tank, it is essential to immediately refill each chamber with
clear water to the design flow line The water must be free
of leaves, mud, grit or other materials that might interfere
with system operation Dewatering and leaving the system
empty will affect tank integrity and void the warranty
HOW TO PUMP THE SYSTEM
A complete Singulair Green system pumping procedure is
fisted below Prior to pumping, contact the Singulair Green
dealer to obtain complete information on equipment removal
and reinstallation Failure to properly remove and reinstall
equipment and access covers during tank pumping may
result in damage to the system and will void the warranty
1 If any portion of the Singulair Green system requires
pumping, contact a tank pumping service licensed by
the local regulatory agency The septage or biosolids
must be removed and disposed of in a manner consistent
with federal, state and local regulations
2 Advise the pumping service what volume of liquid is to be
removed from the system
non irwecoo
220 REPUBLIC STREET
NORWALK, OHIO, USA 44857-1166
TELEPHONE [phone]
FAX [phone]
www norweco.com
3 For pumping the pretreatment chamber only, remove
all three access covers and insert a suction hose into
the pretreatment chamber Lower the hose until it
contacts the bottom of the tank Withdraw the hose
approximately 2" and connect the opposite end to the
pump being used to evacuate the chamber Do not allow
the hose to rest on the bottom of the tank
4 Break up the scum mat to facilitate pumping Activate
the pump and remove the pretreatment chamber contents
It is not necessary to wash down the
sidewalls or tank bottom
5 If the solids in the chamber are so concentrated that
the suction hose cannot withd raw them, the pretreatment
Chamber contents may be back -flushed to break up the
solid matter
6 if special circumstances require the total system to be
pumped, contact the local Singulair Green
dealer The aerator and Bio-Kinetic system must be
removed for full access to all chambers and to
prevent damage to components Only the factory trained
Singulair Green dealer should attempt to remove and
reinstall the equipment.
NOTE: Access to the contents of the aeration and
clanficatlon chambers of Singulair Green systems should
be made only through an aerator mounting nser Never
insert the hose through the Bio-Kinetic system
mounting nser
7 A Singulair Green system that has been inactive for an
extended period of time or that has accumulated mud
or dirt during installation may have to be washed down
with fresh water and pumped out This process may
have to be repeated for proper system operation
After pumping, fill all chambers to capacity with water
Return the aerator, Bio-Kinetic system and all access
covers to their proper locations, as outlined in the
Singulair Green Product Manual Be sure each control
center selector switch is in the "on" position, and each
enclosure is secured with a tamper evident seal
Following tank pumping, no other system adjustments are
necessary for proper biological treatment to continue
Semi-annual service inspections by a factory -trained
Norweco service technician should be conducted to insure
long term system performance
DISTRIBUTED LOCALLY BY:
Norweco', Norweco.com', Singulair', Modulair', Travalair', Singulair Green', Ribbit Rivet°, Lift-RaIP, Microsonic', Bio-Dynamic', Bio-Sanitizer',
Bio-Neutralizer', Bio-Kinetic°, Bio-Static°, Bio-Gem®, Bio-Max', Bio-Regeneration°, Bio-Perc', Blue Crystal", ClearCheckO, ChemCheck',
Tri-Max°, Hydra -Max', Service Pro°, MCD', TNT", Grease Buster° and "BUSTER" logo° are registered trademarks of Norwalk Wastewater
Equipment Company, Inc
®MMXII NORW6CO, INC

-10
Lash Engineering, Inc.
Table of Contents
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone. [phone]
mikelgLashEn;meenng coin
Broten Residence, Waynesville, NC.
Direct Discharge Wastewater System
Submittal $-29-17
Operation & Maintenance
Table of Contents
1. Owner Wastewater Operation & Maintenance Manual
2. Operator Wastewater Checklist
3. Norweco Owner's Manual
4. Norweco Tank Pumping Instructions

WASTEWATER FACILITY
Maintenance Plan and Schedule
for Owner
LASH
ENGINEERING
Wastewater Facility Maintenance Plan - Direct Discharge
Common Maintenance Issues
Wastewater Disposal Facilities require plant, soil, and sometimes mulch maintenance to
ensure optimal infiltration, storage, and pollutant removal capabilities. Disposal System
maintenance requirements are typical landscape care procedures and include:
1. Watering: Watering should not be required after establishment (about 2 to 3 years).
However, watering may be required during prolonged dry periods after plants are
established.
2. Erosion Control: Inspect areas for leaks, ponding, or surface overflow areas periodically.
Replace soil, plant material, and/or mulch in areas where erosion has occurred. Erosion
problems should only occur during extreme weather events. If sediment is deposited in the
Discharge area, immediately determine the reason, remove excess deposits, and correct the
problem.
3. Plant Material: Occasional pruning and/or removal of dead plant material may be
necessary over the Force Main. The Force Main is approximately 2' deep. Any plant
material that would adversely affect the pipe should not be planted or allowed to grow.
Periodic weeding is necessary until groundcover plants are established. Weeding should
become less frequent as the design density is accomplished. Plants (grass) should be
mowed at a height consistent for good growth of cover.
5. Mulch: (if used) Replace mulch annually in the Treatment Tank area where required.
Replace or add mulch as needed to maintain a 2 to 4 inch depth at least once every two
years. Do not cover the lids. They should be exposed and 1" to 3" above the ground.
6. Fencing. (if used) The fence is to protect the Wastewater Facility against outside
intrusion. It should be capable of being locked. Public access should never be allowed
so the locking mechanism should be kept operable. Should the fence become damaged,
it is the Owners responsibility to have it fixed or repaired in a timely manner. Once the
fence has been repaired and the disposal area secured, the site should be investigated to
ensure that the area is complete. For most settings, the fence should be capable of
restricting access from rabbits, dogs, opossum, etc. that could cause burrowing and
digging issues.
Examples of When to Perform Maintenance
• Anywhere that shows signs of erosion or excess sediment deposition.
• Anywhere that ponding has occurred.
• Surface of ground anywhere around the facility is damp on a dry day.
• Plants are too high and need to be removed.
Page 1 of 3

Important inspection and maintenance procedures:
— Immediately after the Wastewater Treatment Area is established, the plants should be
watered twice weekly if needed until the plants become established (commonly six
weeks). Plants strategically placed and sized can stabilize the ground without causing
root damage to the tanks or lines.
— Snow, mulch or any other material should NEVER be piled on the surface of the
Wastewater Area.
— Heavy equipment should NEVER be driven over any of the wastewater facility.
— Special care should be taken to prevent sediment from entering the Wastewater Area.
Inspection of the systemshould be conducted once a month and within 24 hours after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance should be kept in a known set location and be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
Inspection and Maintenance Provisions for Wastewater Facilitv
Area of Inspection:
Potentialproblems:
How to remediate theproblem:
The entire Wastewater Facility
Trash/debris is present.
Remove the trash/debris
Areas of bare soil and/or erosive
Re -grade the soil if necessary to
ditches have formed
remove the ditch, and then plant a
ground cover and water until it is
established Provide time and a
one-time fertilizer application
Ponding has occurred
Uncover the problem. Inspect for
damage. Call the Operator if
repair re uired.
Ponding has occurred.
Check for ground subsidence.
Call Operator if repair required.
Erosion is occurring.
Re -grade the area if necessary
and provide erosion control
devices such as reinforced turf
matting or rip/rap to avoid future
problems with erosion
All diversion ditches should be
free flowing, vegetated, mowed
and maintained.
The Pretreatment Area
Flow is neat pretreatment area
Re -grade if necessary to route
and/or gullies have formed.
all flow away from the
pretreatment area. Re -stabilize
the area after grading.
Sediment has accumulated to a
Re -grade if necessary to route
depth greater than three inches.
all flow away from the
pretreatment area. Re -stabilize
the area after grading.
Erosion has occurred.
Provide additional erosion
protection such as reinforced
turf matting or riprap if needed
to prevent problems.
Weeds are present. I
Remove the weeds.
Lash Engineering, Inc. Page 2 of 3

Area of Ins ection:
Potentialproblems:
How to remediate theproblem:
The Discharge Pipe & Outlet.
Landscaping is over grown.
Prune according to best
rofessional practices.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology,
disease, etc. Remedy the
problem and replace plants.
Provide a one-time fertilizer
application to establish the
ground cover if a soil test
indicates it is necessary,
Grass/Weeds are high.
Grass should be mowed to an
optimum height for the grass
species.
Tree stakes/wires are present
Remove tree stake/wires
six months after planting.
(which can kill the tree if not
removed).
Lash Engineering, Inc. Page 3 of 3

OPERATOR CHECK -LIST
INSPECTION OF ENGINEERED WASTEWATER SYSTEMS
Operator Company Name of Establishment Permit/Project No.
Location Type of Establishment Design Flow
Owner/Agent Address Phone
Operator's Name Address Phone
Date, Purpose of Inspection & Remarks
Yes No REMARKS
I. ESTABLISHMENT:
Type, size, and sewage flow in accordance with permit? _
2. COLLECTION SYSTEM:
No evidence of leaks into or out from sewer lines/manholes?
Free of blockages/solids buildup in Imes or manholes
Manholes/ Clean -outs. visible, maintained, & at grade?
3. OVERALL GENERAL CONDITION:
Structurally sound, protected from corrosion, watertight?
Floats/pipes/valves/disconnects in good working condition?
Grounds maintained in a safe, sanitary condition?
Control panel enclosures/components in good condition?
Facility meeting flow and quality limits?
4. TANKAGE (Grease Traps/Lift Stations/Septic/Dosing Tanks):
Tank risers accessible and surface water diverted
Tanks and access manholes structurally sound, watertight?
Sanitary tee(s) in good working condition
Tanks pumped, cleaned out as needed?
Surface water being effectively diverted awav?
5. EFFLUENT DOSING SYSTEM:
Effluent appears clear, free of excess solids?
PUMP SYSTEMS:
Required pumps present, operating, and cycling properly?
High-water alarm present and operating properly?
Floats/pipe/valves/disconnects in good working condition?
Control panel enclosure/components in good condition?
Elapsed time readings
7. HEADWORKS:
Interior clean, free of debris, adjusted to grade?
Valves operational, Filters functional, Flow Meter
Working, Pressure Gauges functional?
Timed doses at required time
Control Panel operating Zones properly.
8. UV SYSTEM:
Working, operating and maintained properly?
UV Light working properly?

Yes No REMARKS
9. FLOW MONITORING DEVICE:
Present and in good working condition - if required?
10. EFFLUENT DOSING TANK:
Effluent appears clear, free of suspended solids?
Required pumps present, operating and cycling properly?
High-water alarm present and operating properly?
Elapsed time readmgs-
11. Force Main & Discharge:
No evidence of effluent surfacing/reaching surface waters
Diversions/ditches/swales/tile drains properly maintained?
Line cover/vegetation maintained as needed?
Clean outs of discharge pipe are adjusted and vertical?
Discharge location showing signs of erosion or sediment?
Discharge pipe is free of debris & open?
OVERALL CONDITION AND OPERATION OF SYSTEM:
SUMMARY OF IMPROVEMENTS NEEDED:
Improvements Repair Within (Days)
DATE. SIGNED- AGENT