NCG551780_Application_20210610

P.O.Box 129 14106
501 Cascade Pointe Lane
Morrisville,NC 27560 Suite 103
Cary,NC 27513
919-467-1239
Fax [phone]
MACCONNELL
& ASSOCIATES,P.C.
May 28, 2021
Mr. John Hennessy
Supervisor
NC DEQ - Division of Water Resources
Compliance and Expedited Permitting Unit-NPDES
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Re: Jennifer Ferrusi
5800 Wilma St, Durham,NC
Discharge System with E-Z Treat Treatment System
Project No: A87101.20
Dear Mr. Hennessy:
Please find submittal of Proposed Direct Discharge with E-Z treatment system application for
5800 Wilma St, Durham, North Carolina. The site has been deemed unsuitable by the County
Health Department and a request for a Direct Discharge Permit follows. Please find enclosed one
original and two copies of the Notice of Intent and Authorization to Construct application package
for the above referenced project. With this letter, we are requesting coverage under NCG550000
and authorization to construct for the house located at 5800 Wilma St, Durham,North Carolina.
The following is included for your review:
• One original letter requesting coverage under NCG550000 and Authorization to
Construct(This letter)
• One original copy of the Notice of Intent Application
• Original Denial letter for an onsite discharge system from County Environmental
Department
• A check for$60.00 to NCDEQ—Division of Water Quality
• One set of plans, calculations, specifications and operation and maintenance plan of
proposed treatment system
• One electronic copy of the entire submittal as requested

We feel that this submittal is sufficient for you to complete your review. If you have any questions
or require additional information, please contact me or David Barcal at [phone]. Thank
you for your assistance.
Sincerely,
Gary S. MacConnell, PE
President
cc: Jennifer Ferrusi—Owner

Jennifer Ferrusi
5800 Wilma St.
Discharge System with
E-Z Treat Treatment System
Durham County, North Carolina
Application Package
Project No.: A87101.20
Date: May 28, 2021
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7.Prepared By:
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103 P.O. Box 129
Cary, NC 27513 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

Jennifer Ferrusi
5800 Wilma St.
Discharge System with
E-Z Treat Treatment System
Durham County, North Carolina
Application Package
Project No.: A87101.20
Date: May 28, 2021
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17069
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Prepared By:
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103 P.O. Box 129
Cary, NC 27513 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

Table of Contents
• NPDES Application for Coverage (Notice of Intent) and
Supporting Documents
• Existing Permit
• Project Narrative
• Project Specifications
• Calculations
• Equipment
• Operation and Maintenance Plan

Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
NPDES Application for Coverage
(Notice of Intent)
And Supporting Documents
SEAL t 7.
17069 '
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

National Pollutant Discharge Elimination System
(NPDES) FOR AGENCY USE ONLY
Division of Water Resources
Date Received
Application for SURFACE DISCHARGE Year Month Day
Environmental Certificate of Coverage (COC) Under -
Quality General Permit NCG550000 10
For Single-Family Residences and Similar Discharges Certificate of Coverage(COC)
100%-domestic wastewater-<_ 1,000 gallons per day NCG 5 5 I -7 9) 0
Check# Amount
cA,L (QU.Ov
Assigned to:
The Division of Water Resources will not accept an application package unless all instructions are followed.
Failure to submit all required items may result in the application being returned. For more information, visit
the Water Quality Permitting Section's NPDES Permitting Unit website. (Press TAB to navigate form)
1. Regional Office Contact: Please contact your DWR Regional Office before submitting this
application. If you have not met with your appropriate DWR Regional Office Representative,the
application will be returned.
Please list the DWR Regional Office representative(s)with whom you have discussed this project:
Name(s): Jane Bernard Date: 5/25/2021
RECEIVED
2. Owner's Contact Information: JUN 10 2021
Applicant Type: ® Individual ❑ Corporation ❑ Partnership
NCDEQ/DWR/NPDES
Owner Name and Title:
Jennifer Ferrusi
Street Address: 5800 Wilma St.
City: Durham State: NC Zip: 27712 -
Telephone#(H): Telephone#(W):Click here to enter text.
Cell/Mobile#: [phone] Email: [e-mail]
3. Location of Facility Producing the Discharge: Please list the address of the facility. If facility is not yet
constructed, give street address or lot number.
Street Address: 5800 Wilma St.
City: Durham State: NC Zip: 27712 -
County: Durham County
Telephone#: Click here to enter text. Cell/Mobile#: [phone]
Website:
4. Site-Location Narrative:
Please describe how to get to the facility from the nearest town,major highway or identifiable roadway
intersection(use street names, state road numbers,and/or distances and directions).
From Durham take N. Duke St.to BUS 501 N. Take right onto Smith Dr. and then left on Wilma
St.
Page 1 of 6 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
5. Describe the nature of the project. ["New"means has not yet been physically constructed,"existing"
means system already physically exists. Please see 15A NCAC 02H.0103(11) for further clarification].
El Installation of a New Wastewater Treatment System(If yes, skip to Number 9.)
El Expansion of an Existing Wastewater Treatment System(for example,adding bedrooms)(If yes,
skip to Number 9.)
® Replacement of an Existing Wastewater Treatment System(Ifyes, go to Number 6.)
6. Describe the Existing Wastewater Treatment System:
® Conventional Septic Tank/Leach-field—Discharge to Sub-Surface Soils. If previously permitted,
please attach a copy of the permit,or enter the permit number 9306 .
If you are not aware of an existing permit, check here. El
El Sand filter—Discharge to Surface Waters [or other,as defmed 15A NCAC 02H.0103(11)]. If
previously permitted,please attach a copy of the permit,or enter the permit number .If
you are not aware of an existing permit,check here. ❑
❑ Filter Media System(Pod System)—Discharge to Surface Waters [or other, as defmed 15A NCAC
02H.0103(11)7. If previously permitted,please attach a copy of the permit or the permit number.
If you are not aware of an existing permit,check here. El
LI Other
❑ Check here if submitting proposal for a new system or if no treatment system exists.
7. Check all EXISTING wastewater treatment components:
® Septic tank ❑ Dosing tank El UV disinfection
El Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
El Chlorination ❑ Dechlorination ❑ Other components:
El Self-Contained POD system [describe]
® Leach Field
El Post Aeration(specify type)
8. Provide Details of Single-Family Residence(SFR)or Similar Facility:
a) Type of facility:
®Residential ❑ Commercial
❑Other:
b) Amount of wastewater discharged:
- Residential: Number of bedrooms 5 x 120 gallons per bedroom= 600 gallons per
day(flow)
- Commercial: How many employees?(25 gpd/person)
Page 2 of 6 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
c) Is your existing treatment system failing? Yes ® No ❑
d) Has the Health Department formally condemned your existing system
"unsuitable for repair?" Yes ® No El
If yes,please name the Health Department [local,county,or state],and provide the site-
inspection date [attach Health Department's judgement letter, if available]: Durham County
Health Division Click here to enter a date.
If previously permitted [state],provide permit number and date issued[attach copy, if available]:
Click here to enter text.
9. Check all PROPOSED new system components
® Septic tank ® Dosing tank ® UV disinfection
❑Primary sand filter El Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination El Dechlorination ® Other components: Recirculation Tank
® Self-Contained POD system [describe] E-Z Treat Pod Filter System
El Post Aeration(specify type)
❑ Proposed Modifications to Existing Treatment System-Explain in detail the nature of the
modification. Attach all site maps,plans and specifications, signed by an NC Certified Engineer.
If prepared by others,plans must conform to 15A NCAC 02H .0139.
® Proposed New Treatment System for Surface Discharge(not constructed) -Attach all site maps,
plans and specifications,to be signed by an NC Certified Engineer. If prepared by others,plans
must conform to 15A NCAC 02H .0139.
Expanding Flow?-Do you propose to increase permitted or existing flow? ❑ Yes ® No
Provide details of the Proposed NEW Discharge [Flow and Source Water]:
El Check if same as 6.
Existing: Amount of wastewater currently discharged: Number of bedrooms 5 x 120 gallons per
bedroom= 600 gallons per day to be permitted(design flow)
Expanding: Amount of wastewater proposed to be discharged:Number of bedrooms 5 x 120
gallons per bedroom= 600 gallons per day to be permitted(design flow)
10. Evaluate Alternatives to Discharge to Waters of the State.Please address the feasibility of
discharge alternatives as instructed in the NCDEQ Engineering Alternatives Analysis(EAA)
Guidance Document found here. (Note:Evaluation for endangered species is not required.)
a) Connection to an Existing Wastewater Treatment System-Provide the distance
to the nearest connection,such as a regional or municipal sewer system, and the
estimated cost per foot to connect including fees. See Attachment
Page 3 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
b) Land Application—Assess the land application disposal alternatives such as spray
irrigation, drip irrigation, individual/community onsite subsurface systems, and/or
innovative ground-absorption. Questions to consider:
(1) Are on-site soils suitable for land application? Yes ❑ No EI
(2) Is there sufficient area on-site? Yes ❑ No El
c) Wastewater Reuse—Evaluate reusing all or a portion of the wastewater
generated, such as for golf course irrigation,crop irrigation(e.g.,hardwood or
pine plantation,grasses),athletic field irrigation, landscape uses,and/or
commercial/industrial uses.
d) On-Site Soil Evaluation—Submit an evaluation of the soils on-site,
documented by a certified report from a NC Professional Soil Scientist, or by
your local or county health department report(if available).Attached
e) Cost of Alternatives—Provide an estimation of the cost of each discharge
alternative or combination of alternatives. See Attached
11. Provide Regional Information: Please provide the following information. If you need assistance in
obtaining this information,please contact your local DEO regional office.
a) Stream Classification-Verify the stream classification for the nearest downgradient named
waterbody. The NC Surface Water Classification map can be found by clicking here.
Stream Classification: WS-IV,NSW
b) Is it a High-Ouality Water?If so, check if it is by definition or by designation?In order to check
this,ask the Planning Unit.
Not High-Quality Water.
c) Map-Provide a map locating the nearest downstream waters-of-the-State(i.e. where the effluent
reaches an unnamed tributary, creek, stream,river,or lake via any surface-water conveyance).
See Attached.
d) Site Evaluation-Contact DEQ's local Regional Office for a site evaluation to confirm the
proposed discharge flow path to the nearest waters-of-the-State.The wastewater/stream
confluence and stream class must be verified in the field by DEQ's Regional Staff. Please list the
Regional Office staff member you contacted for the inspection.Jane Bernard
e) Flow Path-Display graphically the flow path of the discharge to the nearest surface Waters of
the State. Document any potential hydrologic trespass or right-of-way infringement on any
neighboring property(i.e.note all properties encountered prior to reaching waters-of-the-State).
See Attached.
I) 7Q10/30Q2 Estimate-Contact USGS J. Curtis Weaver(919-571-4043)to provide the estimated
7Q10 and 30Q2 stream-flow estimates for the first downstream point-of-contact with waters-of-
the-State.
11. Certificates of Coverage/Notices of Intent to Discharge/Authorizations to Construct-Check ALL of
the following information has been provided. Incomplete Applications will be returned,
Page 4 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
® An original letter[two(2)copies] requesting coverage under NCG550000.
® This application [two(2)copies]. Your signature on this application,certifies that you are legally
responsible for the proposed treatment system(see page 6 of 6) for the COC/NOI/ATC.
® A check or money order for$60.00 permit fee made payable to NCDEQ.
12. Additional Application Requirements
a) Narrative Description of the treatment system. This narrative should present treatment components
in order of flow—influent to outfall,including anti-erosion structures and sample-port location(s).
b) Final Plans and Specifications for a wastewater treatment system shall be signed by a North
Carolina-registered Professional Engineer,or if prepared by others,must conform to 15A NCAC
02H.0139. All documents are to be stamped"Final Design-Not Released for Construction."
Submittal shall include a site map showing the proposed outfall and the effluent proposed path to
surface waters-of-the-State.(see Item 1 for location verification by DWR Regional Office staff)
c) Submittals by a Consulting Engineer or Engineering Firm shall include:
1. A copy of your written authorization to represent, signed by the legal
permit Applicant; and
2. Upon completion of proposed work, a signed copy of DWRs Engineer's
Certification form attesting that the project was completed in accord
with the DWR approved COC/ATC,as issued.
*******************************************************************************
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true,complete, and accurate.
Printed Name of Person Signing: Gary S.MacConnell
Title: President,MacConnell : , ssocii gi c.
(Please review 15A NCAC 0 ' .0106 a``•, '.'.:®' ' i• zed signing officials)
// 'Ar %.7
r May 28,2021
o A lica• + 01 1 t !(Signature f pposs i O2) (Date Signed)
1::7 ' 'Cfr eftNOTE: Treatment System Maintena'lted-Upon receiving a Certificate of
Coverage/Authorization to Construct(CO AATC),the Division recommends that the Permittee solicit
manufacturer-certified training,or solicit a qualified contractor or service to regularly inspect and
maintain this treatment system.The Permittee is responsible under this COC/ATC to maintain all
components of the approved treatment system,designed to meet Surface Water Quality Standards.
Compliance duties include:
• paying your annual fee[due on the anniversary of COC/ATC effective date],
• following the manufacturer's guidelines,
• conducting and documenting inspections,in compliance with General Permit NCG550000,
Page 5 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
• establishing sources for OEM spare parts and supplies,
• taking discharge samples for analysis,and logging the results,
• making necessary repairs, documenting said maintenance in logs,and
• keeping logs onsite for the life of the permit, available for DWR inspection.
North Carolina General Statute& 143-215.6B provides that:
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 this Article or a rule implementing this
Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested
case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under this Article or rules of the Commission
implementing this Article,shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars($10,000). 18 U.S.C. Section 1001 provides a punishment by a fine or imprisonment not more
than 5 years,or both,for a similar offense.
Application must be accompanied by a check or money order for$60.00
made payable to:
NCDEQ
Mail this application and one copy of the entire package (with check) to:
NCDEQ/DWR/NPDES
Attention: John Hennessy, Supervisor
Compliance and Expedited Permitting Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attn: John Hennessy
Note: Submission of this document insures DWR's consideration, but does not
guarantee issuance of a Certificate of Coverage/Authorization to Construct.
Page 6 of 6 Revised:A. Orlando NPDES 21Sept2017

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P.O.Box 129 501 Cascade Pointe Lane
Morrisville,NC 27560 `a` �`" Suite 103
Raleigh,NC 27513
919-467-1239 4
Fax [phone]
MACCONNELL
& ASSOCIATES,P.C.
May 27, 2021
I (Jennifer Ferrusi) give MacConnell & Associates authorization to represent myself for
application for SURFACE DISCHARGE General Permit NCG550000 for the property located at
5800 Wilma St., Durham, NC 27712.
Signed , 144. 1t Al ,0AL/ sate � 72 /
nifer Fe i si)

Engineer's Alternatives Analysis
Spray/Drip Irrigation System: There is insufficient room on site for a drip or spray irrigation
system considering spray/drip field area requirements and setbacks.
Connect to Municipal System: The nearest manhole for the City of Durham is approximately
2,400 linear feet away, see attached map. The cost is prohibitive as projected below:
Description Quantity Units Unit Cost Total
8-Inch PVC Sewer 2,400 LF $ 65.00 $156,000.00
Manholes 12 Each $3,500.00 $ 42,000.00
Engineering 10 % $ 19,800.00
Contingency 10 % $ 19,800.00
Total $237,600.00
Wastewater Reuse: Site not suitable for wastewater reuse system due to size of lot.
On-Site Soil Evaluation: Soils deemed unsuitable by Durham County Health Department(See
letter)
Cost of Alternatives: Shown above. Closet connection point is shown on the following page.
Image and distance provide by City of Durham Water Management Division.
7Q10: Septic to discharge to the drainage ditch located in the right of way on the property which
flows to an existing pond and ultimately goes to Cabin Branch east of the property,which connects
to Little River. There are other surrounding lots that utilize the drainage ditch as a discharge point
such as permit numbers NCG551770,NCG551521,NCG551571, and NCG550713.

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2021

DURHAM
COUNTY
• TI:g'6-: Public Health
Date: November 17th, 2020
Re: Application for improvement permit for: 5800 Wilma Street
Property site: 5800 Wilma Street, Durham, NC 27712
Environmental Health Division file number:334640
Dear Jennifer Ferrusi,
The Durham County Department of Public Health, Environmental Health Division on
evaluated the above referenced property at the site designated on the plat/site plan that
accompanied your improvement permit application. According to your application the site is
to serve a 5 bedroom residence with a design wastewater flow of 600 gallons per day.
The evaluation was done in accordance with the laws and rules governing wastewater
systems in North Carolina General Statute 130A-333 including related statutes and Title 15A,
Subchapter 18A, of the North Carolina Administrative Code, Rule .1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative
Code, Rule .1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a
sanitary system of sewage treatment and disposal. Therefore,we must deny your request for
an improvement permit. A copy of the site evaluation is enclosed. The site is unsuitable based
on the following:
Unsuitable soil topography and/or landscape position (Rule .1940)
✓ Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
_Unsuitable soil wetness condition (Rule .1942)
✓Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
✓ Insufficient space for septic system and repair area (Rule .1945)
„Unsuitable for meeting required setbacks (Rule .1950)
Other(Rule .1946)
These severe soil or site limitations could cause premature system failure, leading to the
discharge of untreated sewage on the ground surface, into surface waters, directly to ground
water or inside your structure.
The site evaluation included consideration of possible site modifications, as well as use of
modified, innovative, or alternative systems. However, the Health Department has determined
that none of the above options will overcome the severe conditions on this site. A possible
option might be a system designed to dispose of sewage to another area of suitable soil or off-
site to additional property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no
improvement permit shall be issued for this site in accordance with Rule .1948(c).
? 9 1 Environmental Health Division
"'�Md 4> Human Services Building 1414 East Main Street, Durham, North Carolina 27701
• Neattic
- Uepulment
,�,.201y a [phone] I Fax[phone] I dconc.gov/publichealth
`4q,, J Equal Employment/Affirmative Action Employer en`A
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Note that a site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE if
written documentation is provided that meets the requirements of Rule .1948(d). A copy of this
rule is enclosed. You may hire a consultant to assist you if you wish to try to develop a plan
under which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal review by
the soil scientist or environmental health supervisor at the local health department. You may
also request an informal review by the North Carolina Department of Health and Human
Services regional soil scientist. A request for informal review must be made in writing to the
local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must
file a petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. To get a copy of a petition form, you may write the
Office of Administrative Hearings or call the office at(919) 431-3000 or download it from the
OAH web site at htto://www.ncoah,com/forms.html . The petition for a.contested case hearing
must be filed in accordance with the provision of North Carolina General Statutes 130A-24 and
150B-23 and all other applicable provisions of Chapter 150B. N.C. General Statute 130A-335
(g) provides that your hearing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office
of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of
this letter is November 17th, 2020 . Meeting the 30 day deadline is critical to your formal
appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings, you
are required by law(N.C. General Statute 150E-23)to serve a copy of your petition on the
Office of General Counsel, N.C. Department of Health and Human Services, 2001 Mail Service
Center, Raleigh, N.C. 27699-2001.
Do not serve the petition on your local health department. Sending a copy of your petition to the
local health department will not satisfy the legal requirement in N.C. General Statute 150B-23
that you send a copy to the Office of General Counsel, N. C. Department of Health and Human
Services.
You may call or write the local health department if you need any additional information or
assistance.
Sincerely,
NO"
pNoelle M. Spence, S
Environmental Health Program Specialist
Enclosures: Copy of site evaluation
Copy of Rule .1948

ON-SITE WA IhR PROTECTION BRANCH COUNTY: 'M(V1440
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
OWNER: J � ON ��I`(US —
APPLICATION DATE�O 27 2P!
ADDRESS: (rj � q r �1 FLOW
) C- ^] DATE EVALUATED:
PROPOSED FACILITY: , i�OP /DESIGN FLOW{.1949): PROPERTY SIZE: . ___
LOCATION OF SITE: 51 Sri \V W► PROPERTY RECORDED:
WATER SUPPLY: Private ' bli Wel Spring Other
EVALUATION METHOD: u er Bonn) Pit Cut+ TYPE OF WASTEWATER: Swage Industrial Process Mixed
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DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946):
SITE CLASSIFICATION .1948): . U.I.W24
Available Space(.1945) Y
es) \ / EVALUATED BY:
System Typ '
OTHER(S)PRE T: ( nf WS
Site LTAR
COMMENTS:
Updated February 2014

Of
(Continuation Sheet-Complete all field in full)
DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID#: 1?) 5
DIVISION OF PUBLIC HEALTH DATE OF EVALUATION:
ENVIRONMENTAL HEALTH SECTION COUN :
ON-SITE WATER PROTECTION BRANCH
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-------------
/ f 50 Foot �\
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/d unpermitted repair.
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Smith Dr
5800 Wilma St
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DCo, 11,20,2020
M. Yearout, REHS 1:600
Site &Soil
0 37.5 75 150 Feet
L__

Book7576 - Page291 Page 1 of 2
For Registration Willie L. Covington
Register of Deeds
Durham County, NC
Electronically Recorded •
2014 Sep 30 12:30 PM NC Rev Stamp: $ 345.00
Book: 7576 Page: 291 Fee: $ 26.00
Instrument Number: 2014029967
DEED
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: 345.00 Parcel Identifier No:
Prepared By: Lance A. Wootton
Return to : Grantee
The property transferred herein ®includes ❑ does not include the primary residence of the grantor.
THIS DEED made this 19th day of September,2014, by and between:
GRANTOR GRANTEE
Linda H. Sinclair,unmarried Rocco Adolph Ferrusi and wife Jennifer Lynn
200 Broken Arrow Trail Ferrusi
Youngsville,NC 27596 5800 Wilma Street
Durham,NC 27712
• The designation Grantor and Grantee as used herein shall include said parties,their heirs, successors,and
assigns,and shall include singular,plural,masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in Durham County,North Carolina, and more particularly
described as follows:
BEING all of Lot No. 1 of the property of David H.Ladd,Plat Book 48,Page 146,Durham County Registry.
Parcel ID: 186584
•
1
Submitted electronically by "Lance Wootton Attorney"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Durham county Register of Deeds.

Book7576 - Page292 Page 2 of 2
The Property hereinabove described was acquired by Grantor by instrument recorded in Book 2680 at Page 785.
A map showing the above described property is recorded in Plat Book 48, Page 146.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple,that title is marketable and free and clear of all encumbrances, and that Grantor
will warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
Easements and restrictions of record.
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal, or if corporate, has caused
this instrument to be signed in its corporate name by its duly authorized officers and its seal to be
hereunto affixed by authority of its Board of Directors, the day and year first above written.
IN TESTIMONY WHEREOF,the said Grantors have hereunto set their hands and seal,the day and
year first above written. / /� �J
' ✓ . 4--; (SEAL)
Linda H. Sinclair
By: (SEAL)
Title:
(SEAL)
By: (SEAL)
Title:
State of Ine, / County of Dt1rY}c .,yvt
I, the undersigned Notary Public of t}tut ko.vtit County and State aforesaid, certify that Linda H
,Sinclair personally appeared before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed. Witness my hand and official stamp or seal this (a day of
September,2014.
My Commission Expires: 1 0 7 oZ f -
4.4.10474-st-r---
(SEAL- STAMP) Notary Public
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Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Existing Permit
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

se.•
( . _
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• R SEPTIC TANK PERMIT 1 ; •.
No 93� ' Area 'aural . :. .t': .,.. .�.. '- �' • -,.:A-;-Durham,N.'C.,' ' Oct. 27r•....: :19 6�'
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Owner' 7.• •
.,.,.y 1
• Address
Location of Property Northeast corner i ma.S '. at Stdi:th Drive • • `•s 1 16'��• • • •
.d .PERMISSION is hereby grantedto install a Septic Tan• k'and Secondary Treatment-system, to receive •
r.•.,. • .,, .:�: f .r J . r r :: ... ,;. Y
•• •wastes from fixtures enumerated on Plumbing Permit No in accordance with'Chapter I,Art.' ,
VI, Sections 1 & 5, Durham County Sanitary Code, at the above location, consistent with existing'con p. .
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Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Project Narrative
SEAL
7. 0 . 17069 ..
y ., . frckozy
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
General
The site at 5800 Wilma St., Durham,North Carolina consist of a 0.563-acre lot with a 5-bedroom
single-family home constructed in 1963. The Durham County Health Department has determined
that the original permitted septic system had been compromised and the lot was unacceptable for
a repair system. A copy of the existing permit from Durham County is included with this report.
The existing septic system currently utilizes a 900-gallon septic tank with gravity discharge to the
nitrification field consisting of a single 300-foot-long line. The system is undersized and failing
which is causing effluent ponding at the nitrification field.
The owner plans to replace the septic system with a new E-Z treat discharge system. The proposed
treatment system includes a new septic tank, combined E-Z Treat recirculation/discharge tank, E-
Z Treat treatment unit, ultraviolet disinfection unit, and the necessary appurtenances. The system
is designed to treat and discharge 600 gallons per day of domestic wastewater. The design flow
of 600 gallons per day is based upon a five-bedroom house(120 gallons per day per bedroom).
Septic and Recirculation/Discharge Tanks
The proposed wastewater treatment repair system will provide both anaerobic treatment and solids
removal in a new 1,250-gallon septic tank. This tank will provide greater than 2 days of detention
providing for adequate anaerobic treatment and solids removal from the wastewater. Septic tank
effluent will drain into the recirculation chamber of the E-Z Treat recirculation/discharge tank as
wastewater flows into the septic tank. The septic tank will contain a Polylok PL-68, SimTech
Brush Filter, or approved equal effluent filter to prevent solids from reaching the recirculation
chamber.
The E-Z Treat recirculation/discharge tank is a new 2,100-gallon tank which will be provided by
David Brantley& Sons or approved equal by engineer. The E-Z Treat recirculation chamber will
serve as a holding tank for both the septic tank effluent and E-Z Treat treatment unit effluent. An
effluent bypass valve located in the E-Z Treat recirculation chamber will separate the flow once
the E-Z Treat treatment unit is dosed. The effluent will be returned to the E-Z Treat recirculation
chamber until the bypass valve is closed, the remaining effluent will then flow through the
ultraviolet disinfection unit into the discharge chamber. Effluent will be recirculated through the
E-Z Treat treatment unit until additional septic tank effluent enters the E-Z Treat recirculation
chamber causing the bypass valve to close.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 1

Effluent from the ultraviolet disinfection unit will flow by gravity into the discharge chamber. The
treated and disinfected effluent will be pumped by a Zoeller submersible pump, model 53, via a
new 1.25" Sch. 80 PVC pipe to a ditch in the right of way. The forcemain transitions into a 3"
Sch. 40 PVC pipe for the last 20-feet to reduce the velocity of the effluent before reaching the
drainage ditch. The effluent will flow to an existing pond before flowing into an unnamed tributary
that ultimately flows into Cabin Branch.
E-Z Treat Treatment Unit
The E-Z Treat treatment unit will be used to provide additional treatment to the septic tank effluent
as well as remove any suspended solids not removed by the septic tank. The E-Z Treat treatment
unit includes housing, piped distribution system, sprinkler heads, and styrene media. The
underdrain system will transport the E-Z Treat treatment unit effluent back through an effluent
bypass valve into the recirculation chamber or to the ultraviolet disinfection unit.
Ultraviolet Disinfection
The effluent from the E-Z Treat treatment unit will be disinfected by ultraviolet light prior to being
discharged into the drainage ditch inside the property line. The ultraviolet disinfection unit shall
be by E-Z Set Company(Model UV-102 Dual Lamp) or approved equal by engineer.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 2

Project Contacts
Names, addresses,phone and fax numbers of the homeowners and engineer are as follows:
Homeowner:
Jennifer Ferrusi
5800 Wilma St.
Durham,North Carolina 27712
Phone: [phone]
Engineer:
Mr. Gary S. MacConnell, PE
MacConnell &Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary,NC 27513
P.O. Box 129
Morrisville,North Carolina 27560
Phone: [phone]
Fax: [phone]
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 3

Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Project Specifications
00 ciliiit /
/ SEAL
17069
• J
'.VGIN...''.?�.
5•.MACCC0 �' Z 10)
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Specifications
Excavation and Backfilling
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry-out to the greatest extent
possible.
4. Soil materials shall be free of boulders,roots, sod, organic matter, and frozen material.
5. Bedding materials for pre-cast concrete structure installation shall be#57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event that rock is encountered,the Contractor shall remove it at no additional cost to the Owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes, ordinances, and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
pipe and around sides of structures to a depth such that damage to the pipe or structures is
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 1

avoided because of subsequent methods of compaction. Extreme care shall be exercised in
backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer
of backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry density
as measured by AASHTO method T-99.
11. Remove all waste materials including unacceptable excavated material, trash, and debris and
legally dispose of it off Owner's property. Where settling is measurable or observable at
excavated areas during project warranty period,the Contractor shall remove surface finish,add
backfill material, compact, and replace surface treatment to a quality and appearance matching
adjacent areas of previous work.
Pre-Cast Septic and Recirculation Tank Installation and Testing
1. Septic tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic and
recirculation tanks should be installed on a 12-inch minimum layer of No. 57 washed stone
aggregate.
2. Place bell ends of pre-cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory-made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non-shrink grout as well as
liberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre-cast structure wall shall be sealed with non-
shrinking grout. Pipe connections shall be made so that the pipe does not project beyond the
inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. Before placing any tank into operation,remove any dropped grout,sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank
shall be smooth and uniform. Smooth-finish inverts so that wastewater flow is confined and
directed through the inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press-Seal Cast-A-Seal 402 rubber connectors or
approved equal.
7. All joints(mid-seam,top-seam)shall be sealed using Concrete Sealants butyl sealant#CS-102
meeting ASTM C-990.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 2

•
8. All service access openings will be a minimum of 24 inches. Exceptions may be made on a
case-by-case basis with E-Z Treat's and Engineer's prior written approval. All access openings
shall be fitted with E-Z Set riser assemblies unless otherwise shown.
9. A 24-hour static water test or vacuum test, in accordance with ASTM standards, shall be
performed on all precast tanks to ensure they are watertight.
a. The testing shall be performed in the presence of the engineer or his representative.
b. Each tank shall be filled with water and the initial water level shall be measured.
c. At the end of the 24-hour period, the level of the water shall be measured again.
d. The engineer shall pass the tank if the water level did not drop more than 0.5 inches or if
the total volume of the displaced water is less than 1 percent of the total effective liquid
capacity of the tank.
e. Tanks may also be leak-tested by applying a vacuum of 5-inches of Hg with riser
assemblies in place.
f. Each failed tank shall be tested again. If the tank does not pass the second test, the
Contractor shall remove and replace the tank at no additional cost to the Owner.
10. Septic Tank and E-Z Treat Recirculation/Discharge Tank shall meet the following additional
criteria:
a. Minimum liquid depth of 36 inches.
b. Minimum airspace of 9 inches.
c. Length shall be at least twice if the width(septic tank only).
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3`d to 1/3rd.
The baffle wall shall be constructed to permit passage of effluent through a slot or holes
located between 45 and 55 percent of the interior depth.
11. Septic tank shall be fitted with a Polylok PL — 68 effluent filter, SimTech Brush Filter, or
Engineer approved effluent filter that extends down to 50 percent of the liquid depth of the
tank.
Piping Installation and Testing
1. Piping shall be PVC and of type and size as shown on the construction drawings. Piping shall
be installed with a minimum of three (3) feet of cover unless shown otherwise on the
construction drawings.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 3

2. Piping shall be installed to be able to meet a pressure test whereby the pressure remains
constant for a minimum of two hours, and the allowable leakage is not more than 10 gpd/inch
of pipe diameter/mile.
3. Any line installed under a driveway shall be sleeved in Class 52 Ductile Iron Pipe and extend
a minimum of 5 feet on either side and as shown on the construction drawings.
4. Forcemains installed through ephemeral streams shall be sleeved in Class 52 Ductile Iron Pipe
as shown on the construction drawings.
E-Z Treat Recirculation Pump and Control Panel
1. The E-Z Treat recirculation pump shall be a Sta-Rite (Catalog Number STEP 30) %2
horsepower multi-stage submersible 30 gallons per minute pump for operation on a single
phase, 115 Volt service.
2. The control panel shall be an E-Z Treat simplex panel. The panel shall have a recirculation
pump load sensor/alarm, on/off timer, high water alarm, dose enable, and low water level/run
dry pump protection.
3. The control panel shall be in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat treatment unit.
4. No splices may be placed in the pump tank or riser. All splices shall be made above ground in
a NEMA 4X junction box.
5. Control and alarm circuits shall be on separate circuits.
6. The audible/visual alarms shall be external to any structure.
7. Treatment unit recirculation ratio shall be set between 4.0 and 7.0 times per day.
Discharge Pump and Control Panel Specifications
1. The field dosing pump shall be as specified on the construction drawings, or approved equal
by Engineer. The motor shall meet the horsepower requirement for operation on a single phase
service. The control panel shall be a NEMA 4X control panel with a two stage timer, elapsed
time meter, event counter, and alarm (both audible and visual) system. The alarms shall be
external to any structure.
2. Discharge Pump shall be one (1) Zoeller Submersible Pump Model 53 3/10 horsepower for
operation on a single phase, 115 Volt service
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 4

EZ Treat Combo Control Panel
1. The control panel shall be EZT-1 CD4Z-230-16 provided by E-Z Treat.
2. The control panel shall be in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat treatment unit.
3. No splices may be placed in the pump tank or riser. All splices shall be made above ground in
a NEMA 4x junction box.
4. Control and alarm circuits shall be on separate circuits.
5. RMSYS telemetry control panel or equal shall be connected to a phone line. If the local health
department does not have access to the RMSYS website, a direct interface must be provided.
System operator must be able to access the panel directly on site and shall be available with a
24-hour notice to the county in the event a direct connection is necessary.
6. The audible/visual alarms shall be external to any structure.
E-Z Treat Treatment Unit Installation
1. The E-Z Treat treatment unit shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
Effluent Bypass Valve
1. The effluent bypass valve shall be by E-Z Treat and installed in accordance with the
manufacturer's recommendations and as shown on the contract drawings.
Ultraviolet Disinfection Unit
1. The ultraviolet disinfection unit shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings. The unit shall be by E-Z Treat
(Model UV-102 Dual Lamp) or approved equal by engineer.
2. A visual alarm shall be provided that alerts the homeowner when the primary bulb fails. After
primary bulb failure, the backup bulb shall be good for 10,000 hours. Control/alarm panel
shall be mounted within 6 feet of ultraviolet disinfection unit.
3. Casing shall be filled with water prior to powering up lamps.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 5

Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
01110
•
Ste"` Calculations
• 17069
r
MACC /10/
too
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Dosing Tank Pump Design
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
Durham County,NC
Date:5/28/21 Designed by: VJH
Checked by: GSM
Total Dynamic Head: Hazen Williams"C"Factor
C1= 140 SCH 40 PVC
Determine Static Head C2= 140 SCH 80 PVC
Pump Station Design Flow
High Pt. in FM= 461.00 feet
Pump Off Elev= 456.20 feet Flow set by design.
4.80 feet Q= 15.0 GPM
Single or Dual Single
Total Static Head= 4.80 feet Force Main Size
1.25 inches
Determine Losses in the Force Main(HI+Hf)
Determine Equivalent Length of Force Main Size(in.) Size(in.)
1.25"SCH 80 3"SCH 40
Size(in) Number Eq. Length
Discharge(Sch.80) 1.25"SCH 80 121 1 121 0
1.25" Gate/Ball Valve 1.25"SCH 80 0.8 1.2 0.96 1
Discharge Gate Valve(3/4 Closed; 1.25"SCH 80 1 100 100 0
Check Valve 1.25"SCH 80 1 10 10 0
90 Degree Elbow/Tee 1.25"SCH 80 4 4 16 0
Forcemain(SCH 40) 3"SCH 40 20 1 0 20
3"Forcemain 3"x1.5"Reducer 3"SCH 40 1 5 0 5
45 Degree Elbow 3"SCH 40 0 4 0 0
90 Degree Elbow/Tee 3"SCH 40 0 9 0 0
Total Eq.Length(feet)= 248 25
HI+Hf=0.2083*(100/c)^1.85*(Q^1.85/d^4.87)*(Eq. Length/100)= 12.58 0.02
Total Head Loss(HI+Hf)= 12.60
(Total Dynamic Head=Static+HI+Hf= 17.40 —feet 1

Dosing Tank Pump
40.00
35.00 -
30.00
25.00
^Y`
20.00
0
15.00
10.00 -
--e —Single Pump System Curve
5.00
+Single Pump Curve
0.00
0 5 10 15 20 25 30
Flow (GPM)

MacConnell&Associates,P.C.
Project: Discharge System with E-Z treatment system
Owner Name: Jennitier Ferrusi
Project Number: A87101.00
Location: Durham County,North Carolina
Subject: Septic Tank/E-Z Treat Filter/Recirculation Tank Design
Date: May 28,2021
Assumptions And Calculations: Note:
Input
Calculated
1. Treatment flow is based on unadjusted flow.
2. Irrigation flow is based on reduced flow
Number of Bedrooms: 5.0 Rooms Given
Average Daily Flow per Bedroom: 120 GPD 15A NCAC 18A.1949
Unadjusted Design Flow: 600.0 GPD
Flow Reduction: 0% 15A NCAC 1SA.1949
Adjusted Flow: 600.0 GPD
Sizing Calculations Per Innovative Approval
Table 1-Model 600 and Tank Volumes
Design Daily Minimum Septic Minimum Recirculation/Pump Tank
Flow(gpd) Tank Volum(gallons) Volume(gallons)** Number of Media Pods
<480 1,000 1,250 1 Model 600 pod
4 Bedrooms 1,000 1,800 1 Model 600 pod
5 Bedrooms 1,250 2,000 1 Model 600 pod
6 Bedrooms 1,500 2,200 2 Model 600 pod
601-1,500 V=1.17Q+500 V=1.17Q+500 1 Model 600 pod per 600 gallons
1,501-3,000 V=0.75Q+1,125 V*3.75Q+1,125 1 Model 600 pod per 600 gallons
**Recirculaton/pump tank minimum size based on total internal tank volume.
Recirculation/Pump Tank Volume=Recirculation Tank(Chamber)Volume+Pump Tank(Chamber)Volume
SEPTIC TANK DESIGN:
Minimum Septic Tank Volume Required: 1250.0 Gallons
Septic Tank Volume Provided: 1250,0 Gallons
Septic Tank storage and effective volume calculations:
Septic Tank Total Void Volume=L*W*D:
Tank length: 9.9 foot
Tank Width: 4.9 foot
Tank Depth: 4.3 foot
Total Void Volume: 1560.4 Gallons
Septic Tank Effective Volume=L*W*Lowest Invert To Tank Bottom:
Tank length: 9.9 foot
Tank Width: 4.9 foot
Lowest Invert: 3.5 foot
Effective Volume: 1260.3 Gallons
Septic Tank Storage per Bedroom: 252.1 Gallons
Septic Tank Storage/Detention: 2.1 Days Effective Volume/ADF

E-Z TREAT DESIGN:
Pod Dimension-Length 7.3 Feet Given
Pod Dimension-Width 4.0 Feet Given
Pod Dimension-Height 3.3 Feet Given
Pod Surface Area 28.9 ft2 L a W
Rated Loading Rate per Pod 700.0 GPD Given
E-Z Treat Pods Required: 0.9 ADF/Pod Loading Rate
E-Z Treat Pods Used: 1 Pod
E-Z Treat Dose per Pod: 34.0 Gallons Given
E-Z Treat Volume per Dose 34.0 Dose per Pod x Number of Pods
Re-Circulation Timer On: 2.5 Minutes Given
Re-Circulation Timer Off: 12.0 Minutes Given
E-Z Treat Re-Circulation Cycles per Day: 99.3 Cycles Time per Day/Time per Cycle
Total E-Z Treat Flow per Day: 3376.6 Gallons E-Z Treat Volume/Dose x Cycles/Day
E-Z Treat Re-Circulation Ratio: 5.6 E-Z Treat Flow per Day/ADF
Denitrification Gallons Returned: 993.1 GPD
Denitrification Return Setting: 4.0 GPM
E-Z Treat Surface Area: 28.9 ft2
E-Z Treat Loading Rate: 20.8 GPD/ft2 ADF/Surface Area
E-Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings.
Minimum Pump/Re-Circulation Tank Volume Required: 2000.0 Gallons
Minimum Recirculation Tank Volume Available: 2000.0 Gallons
Recirculation Tank Volume Provided: 2100.0 Gallons
Pump/Re-Circulation Tank Volume Provided: 2100.0 Gallons
Pump/Re-circulation Tank storage and effective volume calculations:
Recirculation Tank Total Void Volume=L*W*D:
Tank length: 12.7 foot
Tank Width: 5.8 foot
Tank Depth: 4.0 foot
Total Void Volume: 2210.8 Gallons
Recirculation Tank Effective Volume=L*W*Lowest Invert To Tank Bottom:
Tank length: 12.7 foot
Tank Width: 5.8 foot
Lowest Invert To Tank Bottom: 3.2 foot
Effective Volume: 1750.2 Gallons
Recirculation Tank Effective Volume to Pump Off=L*W*Lowest Invert To Pump-Off Elevation:
Tank length: 12.7 foot
Tank Width: 5.8 foot
Lowest Invert To Pump-Off: 1.7 foot
Effective Volume: 921.1 Gallons
Recirculation tank is an all-time-filled storage/pump tank.
Total System Effective Storage= 3010.5 Gallons

MacConnell&Associates,P.C.
Project: Discharge System with E-Z treatment system
Owner Name: Jennifier Ferrusi
Project Number: A87101.00
Location: Durham County,North Carolina
Subject: E-Z Treat Treatment Calculations
Date: May 28,2021
Assumptions And Calculations: Notes:
Input
Calculated
Influent Characteristics:
BOD(5-Day): 300 mg/1 From EPA Design Manual
TSS: 300 mg/I From EPA Design Manual
NH3: 25 mg/I
N-Organic: 34 mg/I
TKN: 59 mg/I N-Organic+NH3
NO3+NO2: 1 mg/1
TN: 60 mg/I TKN+NO3+NO2
Total Coliforms: 75,000,000 Number From NSF 350 Approval
Effluent Limits:
Carbonaceous Biochemical Oxygen Demand(CBOD): <I0 Proposed Effluent Limit per 15A NCAC 18A.1970
Total Suspended Solids(TSS): <10 mg/I Proposed Effluent Limit per 15A NCAC 18A.1970
Ammonia Nitrogen-NH4-N <10 mg/1 Proposed Effluent Limit per 15A NCAC 18A.1970
Total Nitrogen(TN) <20 mg/1 Proposed Effluent Limit per 15A NCAC 18A.1970
Fecal Coliform: <1000/100 ml Proposed Effluent Limit Geometric Mean per 15A NCAC 18A..1970
Septic Tank: , .t°-^ =r
Design:
BOD Removal: 60.0 Percent Given
TSS Removal: 70.0 Percent Given
NH3 Removal: 0.0 Percent Given
N-Organic Removal: 35.0 Percent
N-Organic Converted to NH3: 50.0 Percent
NO3+NO2 Denitrified: 90.0 Percent
Total Coliforms Removal: 50.0 Percent
Septic Tank Effluent Concentrations:
HOD(5-Day): 120.0 mg/1 Concentration-Percent Removed
TSS: 90.0 mg/I Concentration-Percent Removed
NH3: 42.0 mg/I Concentration-Percent Removed+N-Organic Converted to NH3
N-Organic: 17.0 mg/I Concentration-Percent Removed-N-Organic Converted to NH3
TKN: 59.0 mg/I N-Organic+NH3
NO3+NO2: 1.0 mg/I NO3+NO2 Effluent+Return from Recirc Tank-Denitrified
TN: 60.0 mg/I TKN+NO3+NO2
E.Coliforms: 37,500,000.0/100 ml Concentration-Percent Removed
Media Filters(E-Z Treat Pod):
BOD Removal: 95.0 Percent Given
TSS Removal: 95.0 Percent Given
NH3 Removal(to Air): 2.0 Percent Given
NH3 Nitrified to NO3+NO2: 95.0 Percent Given
N-Organic Converted to NH3: 95.0 Percent
NO3+NO2 to Septic for Denitrification: 90.0 Percent
E.Coliforms Removal: 50.0 Percent

E-Z Treat/Re-Circ.Tank Effluent Concentrations:
ROD(5-Day): 6.00 mg/I Concentration-Percent Removed
TSS: 4.50 mg/I Concentration-Percent Removed
NH3: 2.87 mg/I Concentration-Percent Removed+(S.T.Conc.+(N-Organic to NH3)Nitrified)
N-Organic: 0.85 mg/1 Concentration-N-Organic Converted to NH3
TKN: 3.72 mg/1 N-Organic+NH3
NO3+NO2: 2.05 mg/I NO3+NO2 S.T.Effluent+Nitrified NH3-Return to Septic Tank
TN: 5.76 mg/1 TKN+NO3+NO2
Total Coliforms: 18,750,000.0/100 ml Concentration-Percent Removed
Ultraviolet Disinfection:
Design
UV Dosing Rate: 25.0 gpm Flow Rate
Number of Units: 1 Units Pump Flow/Dosing Rate
BOD Removal: 0.00 Percent Given
TSS Removal: 0.00 Percent Given
NH3 Removal: 0.00 Percent Given
N-Organic Removal: 0.00 Percent Given
NO3+NO2 Removal: 0.00 Percent
Total Coliforms Removal: 99.999000000 Percent
Ultraviolet Disinfection Effluent Concentrations:
BOD(5-Day): 6.00 mg/I Concentration-Percent Removed
CBOD: <6.00 mg/I CBOD<BOD as CBOD only measures oxidation of carbons.
TSS: 4.50 mg/I Concentration-Percent Removed
NH3: 2.87 mg/I Concentration-Percent Removed+(S.T.Conc.+(N-Organic to NH3)Nitrified)
N-Organic: 0.85 mg/1 Concentration-N-Organic Converted to NH3
TKN: 3.72 mg/1 N-Organic+NH3
NO3+NO2: 2.05 mg/I NO3+NO2 S.T.Effluent+Nitrified NI-B-Return to Septic Tank
TN: 5.76 mg/1 TKN+NO3+NO2
Total Coliforms: 187.50/100 ml Concentration-Percent Removed
Fecal Coliforms: <187.50/100 ml Fecal Coliforms<Total Coliforms<200 colonies/100m1=Okay

Subject: E-Z Treat Pod Flotation
Uplift Calculations
Pod Length= 7.75 ft. Assume the folowina densities:
Pod Width= 7.75 ft.
Pod Height= 3.00 ft. 5/4 Trex Board= 60 #/Cu. Ft.
Natural Soil Depth(for Flotation)= 0.50 ft. Water= 62.4 #/Cu. Ft.
Fill Soil Depth(for Ballast)= 2.50 ft. Soil= 100 #/Cu. Ft.
5/4 Trex Board Length= 8.00 ft.
5/4 Trex Board Width= 0.46 ft.
5/4 Trex Board Thickness= 0.09 ft.
Number of Boards= 4
Determine Upward Forces:
Pod Area= 60.06 sq.ft.
Pod Buried Volume= 30.03 cu.ft. Total Buoyant Force of Basin= 1,874 #
5/4 Trex Board Area= 14.67 sq.ft.
5/4 Trex Board Volume= 1.34 cu.ft. Total Buoyant Force of Trex Board= 84 #
Soil Area Over 5/4 Trex Board= 14.67 sq.ft.
Soil Volume Over 5/4 Trex Board= 7.33 cu.ft. Total Buoyant Force of Soil= 458 #
Total Upward Forces= 2,415 #
Determine Downward Forces:
5/4 Trex Board Area= 14.67 sq.ft.
5/4 Trex Board Volume= 1.34 cu.ft. Total Weight of Trex Board= 81 #
Soil Area Over 5/4 Trex Board= 14.67 sq.ft.
Soil Volume Over 5/4 Trex Board= 36.67 cu.ft. Total Weight of Soil= 3,667 #
Total Downward Forces= 3,747 #
Factor of safety= Total Downward= 1.55
Total Upward=
1.55>1.00=OK
*Weight of pod, mattress, and piping are not counted in downward forces.

Septic Tank (1 ,250 ST 323)
***ALL ORANGE CELLS MUST BE FILLED***
Values for f, Ka, and e can be found in Tables 1, 2, and 3 in the accompanying document.
Disclaimer: Use of this calculator does not guarantee the proper function or performance
of any product manufactured in accordance with the data herein. It is the user's
responsibility to ensure their product is designed and manufactured to resist all forces
applied.
Basic Dimensions
Lid Thickness (L) 0.33 (feet)
Lid Hole Diameter (H1) 24.00 (inches)
Lid Hole Diameter (H2) - If tank has only one hole, leave 24.00 (inches)
blank.
Lid Hole Diameter (H3) - If tank has only one hole, leave (inches)
blank.
Length of Tank (A) 10.38 (feet)
Width of Tank (B) 5.38 (feet)
Height of Tank Excluding Lid (C) - This value includes the 4.67 (feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
ground level to the top of the lid. 1.50 (feet)
Wall Thickness (T) 0.25 (feet)
Base Thickness (E) _ 0.33 (feet)
Distance to Groundwater (GW) 0.00 (feet)
Customizations To Add Ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value 4.34 (feet)
ofC - E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no, enter a value of 0. Please note: 0.00 (feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E. 0.33 (feet)
Add concrete below the base of the tank to make thicker
base? 0.00 (feet)
If yes, how much? (F) If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this 0.00 (feet)
horizontal distance, P, from all four tank walls.
If yes, how much? (P) If no, enter a value of 0.

Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E 0.33 (feet)
and F.
Lip Thickness - This measurement is the sum of E and F. 0.33 (feet)
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base - This measurement is the sum of L, C, and F. 5.00 (feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value 4.34 (feet)
ofC - E - U.
Final Volume of Tank 208.77 (cf)
Final Volume of Tank 1561.71 (gallons)
Unit Weights
Unit Weight of Water 62.40 (Ib/cf)
Unit Weight of Dry Soil 110.00 (Ib/cf)
Unit Weight of Submerged Soil 47.60 (Ib/cf)
Unit Weight of Saturated Soil 120.00 (lb/cf)
Unit Weight of Concrete 145.00 (lb/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker 0 (Ib)
base (Weight of extra concrete due to U)
Weight of extra concrete on bottom of tank used to create 0 (Ib)
thicker base (Weight of extra concrete due to F)
Weight of extra concrete due to lip(Weight of extra concrete 0 (Ib)
due to P)
Weight of concrete removed due to lid hole 301 (Ib)
Soil and Concrete Weights
Weight of Soil on Lid 3982 (Ib)
Weight of Soil on Lip 0 (Ib)
Weight of Lid Alone 2368 (Ib)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip (P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside 9858 (Ib)
tank(U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must 0.00 (feet)
be less than the final inside height of the tank.
Weight of Water in Tank 0 (Ib)

Weight of System Components
Total Weight of Soil on Tank 3982 (Ib)
Total Weight of Concrete 9858 (Ib)
Total Weight(Tank, Water in Tank, and Soil) 13839 (Ib)
Sliding Resistance
Specific Gravity of Soil, SG 2.75
Friction Factor(Found in Table 1), f 0.30
Void Ratio (Found in Table 3), e 0.85
Ratio of Lateral to Vertical Earth Pressure (Found in Table 2), 0.33
Ka
Sliding Resistance 15593 (Ib)
Uplift Force
Uplift Force 17398.88 (Ib)
Safety Factor 1.50_
Uplift Force with Safety Factor 26098.31 (Ib)
Additional Ballast Required NONE (lb)

Recirculation & Dosing Tank (2100 PT 346)
Basic Dimensions
Lid Thickness (L) 0.33 (feet)
Lid Hole Diameter (H1) 24.00 (inches)
Lid Hole Diameter (H2) - If tank has only one hole, leave 24.00 (inches)
blank.
Lid Hole Diameter (H3) - If tank has only one hole, leave 0.00 (inches)
blank.
Length of Tank (A) 13.17 (feet)
Width of Tank (B) 6.33 (feet)
Height of Tank Excluding Lid (C) - This value includes the 4.67 (feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
ground level to the top of the lid. 1.50 (feet)
Wall Thickness (T) 0.25 (feet)
Base Thickness (E) 0.33 (feet)
Distance to Groundwater (GW) 2.50 (feet)
Customizations To Add Ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value 4.33 (feet)
ofC - E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no, enter a value of 0. Please note: 0.00 (feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E. 0.33 (feet)
•
Add concrete below the base of the tank to make thicker
base? 0.00 (feet)
If yes, how much? (F) If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this 0.00 (feet)
horizontal distance, P, from all four tank walls.
If yes, how much? (P) If no, enter a value of 0.
Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E 0.33 (feet)
and F.
Lip Thickness - This measurement is the sum of E and F. 0.33 (feet)
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base- This measurement is the sum of L, C, and F. 5.00 (feet)
This is equivalent to the sum of L, C - E, E, and F.

Final Inside Height of Tank - This measurement is the value 4.33 (feet)
ofC - E- U.
Final Volume of Tank 320.19 (cf)
Final Volume of Tank 2395.15 (gallons)
Unit Weights
Unit Weight of Water 62.40 (lb/cf)
Unit Weight of Dry Soil 110.00 (Ib/cf)
Unit Weight of Submerged Soil 47.60 (lb/cf)
Unit Weight of Saturated Soil 120.00 (lb/cf)
Unit Weight of Concrete 150.00 (lb/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker 0 (Ib)
base (Weight of extra concrete due to U)
Weight of extra concrete on bottom of tank used to create 0 (Ib)
thicker base(Weight of extra concrete due to F)
Weight of extra concrete due to lip(Weight of extra concrete 0 (Ib)
due to P)
Weight of concrete removed due to lid hole 314 (Ib)
Soil and Concrete Weights
Weight of Soil on Lid 13759 (Ib)
Weight of Soil on Lip 0 (Ib)
Weight of Lid Alone 3855 (Ib)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip(P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside 14200 (lb)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must 0.00 (feet)
be less than the final inside height of the tank.
Weight of Water in Tank 0 (Ib)
Weight of System Components
Total Weight of Soil on Tank 13759 (Ib)
Total Weight of Concrete 14200 (Ib)
Total Weight(Tank, Water in Tank, and Soil) 27959 (Ib)
Sliding Resistance
Specific Gravity of Soil, SG 2.75
Friction Factor(Found in Table 1), f 0.30
Void Ratio(Found in Table 3), e 0.85

Ratio of Lateral to Vertical Earth Pressure (Found in Table 2), 0.33
Ka
Sliding Resistance 15086 (Ib)
Uplift Force
Uplift Force 20813.87 (Ib)
Safety Factor 1.50_
Uplift Force with Safety Factor 31220.80 (Ib)
Additional Ballast Required NONE (Ib)

Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
2 Equipment
SEAL
17069 '
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]
I - -

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON-SITE WATER PROTECTION BRANCH
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS 2015-03-R2
Issued To: E-Z Treat Company
PO Box 176
Haymarket,VA 20168
703-408-2911;Fax: [phone]
Contact: Carl Perry,President
Michael Stidham,Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: April 24,2015
June 15,2015 Tank Size and Sampling Revisions
January 6,2017 Addition of Single Bulb UV Unit
In accordance with General Statute 130A-343, 15A NCAC 18A.1969 and.1970,a proposal by E-Z Treat
Company for an approval of subsurface wastewater systems utilizing the E-Z Treat Pretreatment systems
has been reviewed,and found to meet the standards of an innovative system when all of the following
conditions are met:
I. General
A. Scope of this Innovative Approval
1. Design,installation,use,and operation and maintenance guidelines for E-Z Treat
Pretreatment systems to meet TS-I and TS-I1 effluent standards pursuant to Rule 15A NCAC
18A.1970. Refer to Rule.1970(a)Table VIII—Effluent Quality Standards for Advanced
Pretreatment Systems for treatment performance levels.
2. Operation,maintenance and monitoring requirements for E-Z Treat Pretreatment systems and
associated subsurface systems to ensure the treatment performance standards are met.
B. This Innovative System Approval is applicable to domestic strength sewage systems
(non-industrial wastewater)utilizing E-Z Treat Pretreatment Systems that have a design flow not
exceeding 3,000 gallons per day(gpd).
Use of E-Z Treat Pretreatment systems for facilities with an influent waste strength that exceeds
domestic septic tank quality effluent standards pursuant to Rule 15A NCAC 18A.1970(b)may be
proposed by E-Z Treat Company and a North Carolina Professional Engineer to the Department
for review and approval on a case-by-case basis,prior to permitting by the local health
department(LHD).The system design must include the proposed raw wastewater strength
(BOD5,COD,TN,TSS,fats,oils and grease,etc.),the expected organic loading rate(in pounds

IWWS-2015-03-R2
January b,2017
Page 2 of 10
of BOD),and hydraulic loading rate on the pretreatment system,and the calculations,references,
and any other needed information to support the proposed design.
C. Any site utilizing these systems shall have wastewater with sufficient alkalinity to facilitate
biological treatment processes. The influent shall not have a pH or toxins that significantly
inhibit microbial growth.
D. Use of E-Z Treat Pretreatment systems that have a design flow exceeding 3,000 gallons per day
may be permitted after approval by the Department on a ease-by-case basis in accordance with
the Large Systems State Review/Approval Process(Rule 15A NCAC 18A.1938).
II. System Description
The E-Z Treat Pretreatment system consists or the following components: a Department approved
septic tank; a recirculation tank (or chamber); single or multiple E-Z Treat Pretreatment pods; and a
final dosing tank (or chamber). Additional treatment may be used to ensure that treatment
performance standards shall be met.
The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a septic
tank and the second separate tank has a recirculation chamber and fmal dosing chamber. The three
tank configuration consists of three separate tanks: a septic tank, a recirculation tank, and a final
dosing tank.
III. Siting Criteria
The E-Z Treat Pretreatment systems and associated draintields shall be sited and sized in accordance
with Rule .1970 for TS-I and TS-II systems. Drip irrigation systems used with E-Z Treat
Pretreatment systems shall be sited and sized in accordance with the manufacturer specific drip
approval. The E-Z Treat Pretreatment systems and associated drainfields shall meet all applicable
horizontal setback requirements and be located to prevent surface/subsurface water inflow/infiltration.
IV. System Sizing
The system sizing criteria shall be based upon the long term acceptance rate specified in the
appropriate portion of the rules or the Innovative and Experimental system approval for the type of
ground absorption system to be used.
V Special Site Evaluation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific drip approvals and Rule.1970(p).
VI. Design Criteria
A. The E-Z Treat Pretreatment system shall be designed in accordance with the following criteria.
1. All tanks, septic, recirculation, and dosing, must be approved by the Department and E-Z
Treat Company specifically for use with the E-Z Treat Pretreatment system,
2. The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a

1 W W S-2015-03-R2
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Page 3 of 10
septic tank and the second separate tank has a recirculation chamber and final dosing
chamber. The three tank configuration consists of three separate tanks: a septic tank, a
recirculation tank,and a final dosing tank.
3. The E-Z Treat Pretreatment system consists of a septic tank, a recirculation tank/chamber, a
fmal dosing tank/chamber,and E-Z Treat media pod(s)as specified in Table 1 below.
Table 1 —Model 600 and Tank Volumes
Design Daily Minimum Minimum Number of Media
Flow Septic Tank Recirculation/Pump Pods
(gpd) Volume Tank Volume
(gallons) (gallons)**
<480 1,000 1,250 I Model 600 pod
4 Bedrooms 1,000 1,800 1 Model 600 pod
5 Bedrooms 1,250 2,000 1 Model 600 pod
6 Bedrooms 1,500 2,200 2 Model 600 pods
601 —1,500 V= 1.17Q*+ V= 1.17Q+500 1 Model 600 pod per
500 600 gallons
1,501 —3,000 V=0.75Q+ V=0.75Q+ 1,125 1 Model 600 pod per
1,125 600 gallons
*Q—design daily flow
**Recirculation/pump tank minimum size based on total internal tank volume.
4. Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E-Z Treat Company for use with the E-Z
Treat.
5. The minimum required volume in the recirculation chamber/tank prior to discharge to the
dosing tank/chamber shall be the design daily flow.
6. The recirculation tank/chamber will contain the recirculating splitter valve or an external
splitter box may be used. The recirculation tank/chamber shall have an inlet sanitary tee.
The sanitary tee shall be visible and reachable from the riser opening to serve as the influent
sampling point.
7. When the recirculation tank and dosing tank are combined,the baffle wall between chambers
shall extend to the top of the tank and shall be constructed so that the liquid levels in either
compartment are independent. Liquids will not by-pass between compartments except as
designated by the system's treatment flow path.
8. The final dosing tank must meet the minimum size requirements of Rule .1952(c)(1). For
drip irrigation systems,the requirements of the manufacturer specific drip approval for dosing
tanks shall also be met.
9. A drainback configuration without a pump check valve is required for the force main
supplying the media pod.
10. Recirculation pump shall be either Sta-Rite Model number STEP 20 or manufacturer
approved equal.
11. The E-Z Treat media pod is constructed of a polymer suitable for use in contact with
wastewater. The Model 600 pod is approximately 7 ft 4 inches x 4 ft with a surface area
approximately of 30 square feet and is 42 inches in depth. The pod is fitted with a
weatherproof cover properly secured. The pod is designed and constructed to create channels
down the sidewalls to facilitate air flow. The sidewall channels provide airspace to the
bottom of the pod. The bottom of the vessel is designed to provide total drainage of the
treated effluent back to the recirculation tank/chamber.

IWWS-2015-03-R2
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12. As the effluent enters the recirculation tank/chamber, this tank/chamber acts to further
separate the septic tank effluent. The effluent entering the recirculation tank/chamber is
charged by the recirculation pump to the media pod(s). The effluent is sprayed over the
media mattress(es) using a spray manifold of evenly spaced wide-angle spray nozzles. The
nozzles are manufactured with a free passage of 0.0625 inches in diameter. The system is set
to recirculate effluent through the media pod on an average of 4 to 6 times prior to discharge.
13. The effluent is sprayed on mattress(es) measuring a total area of 30 square feet. The
mattress(es) are fabricated from a non-biodegradable, chemically resistant, loose weave
polypropylene material. The openings in the weave allows for effluent and air flow while
containing the media. The media inside the mattress(es)are made of a styrene material. The
specific gravity of this material meets the following criteria: light enough to prevent
compaction which results in a loss of effective surface area, and provides a reduction in
channeling across the media(short-circuiting).
14. Effluent passes through the media and enters a schedule 40 pipe located at the bottom of the
pod. The effluent than gravity feeds back to the recirculation tank/chamber and the process is
repeated.
15. The effluent bypass valve or splitter box is piped to intercept filtered wastewater and deliver
it to the recirculation tank/chamber or the dosing tank/chamber,based on liquid volumes.
16. The Control Panel for the E-Z Treat System will consist of: recirculation pump on/off timer,
discharge pump alarm,and high/low water alarm. Control panels shall meet the requirements
of.1952 and shall be approved in writing by E-Z Treat Company for use in their systems.
17. Separate control and alarm circuits will be provided. The E-Z Treat systems will utilize a
device for the recording of measurements of daily water flows. The device shall provide a
means for determining at least the daily, 7-day, and 30-day flow monitoring requirements of
Rule .1970. This information will be stored in the data logger for drip irrigation systems
(provided by the manufacturer of the drip irrigation control panel).For pressure manifold and
LPP systems,the Aquaworx control panel or manufacturer approved equal shall be used. The
operator in responsible charge (ORC) of the system authorized in writing by E-Z Treat
Company must be able to access the panel directly on site and shall be available to the LHD
with 24-hour notice in the event a direct connection is necessary.
18. The UV disinfection system shall be rated for the appropriate discharge rate from the E-Z
Treat pod. The UV disinfection system will be one of the following:
a. E-Z Set UV-1000S(single bulb);
b. E-Z Set UV-1000(dual alternating bulbs);or
c. Other UV systems specifically approved by the Department and E-Z Treat Company.
19. All access riser hatches shall be secured by approved tamper-resistant hardware approved by
the manufacturer or by other means approved by the manufacturer as equal. Riser
construction, attachment to tanks and security systems shall be pre-approved by the
Department and E-Z Treat Company in accordance with the E-Z Treat specific approvals for
the septic tanks and pump tanks,as applicable.
20. Buoyancy calculations shall be completed by a NC Professional Engineer if any parts of the
tanks, pods, or other system components are installed in a seasonal high water table.
Additional ballast may be required.
21. Influent samples shall be taken from the inlet sanitary tee into the recirculation tank, Effluent
samples shall be taken from the final pump doing tank or a spigot or sampling port that is
placed on the force main from the final dosing tank.
B. E-Z Treat Pretreatment systems shall be designed by a designer authorized in writing by E-Z
Treat Company or a NC Professional Engineer. Systems over 1,000 gallons per day shall be
designed by a NC Professional Engineer.

IW W S-2015-03-R2
January 6,2017
Page 5 of 10
VII. Installation and Testing
A. A preconstruction conference shall be required to be attended by the designer authorized in
writing by E-Z Treat Company,engineer(if applicable),installer authorized in writing by E-Z
Treat Company,and LHD prior to beginning construction of the E-Z Treat Pretreatment system.
B. All E-Z Treat Pretreatment systems shall be installed according to directions provided by E-Z
Treat Company. Additionally,all E-Z Treat Pretreatment systems and components used with,but
not manufactured by E-Z Treat Company shall be installed in accordance with all applicable
regulations and manufacturer instructions.
C. All individuals/companies installing E-Z Treat Pretreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of a new or repair installation. The
company/individual must be a Level IV installer and authorized in writing by E-Z Treat
Company.
D. Watertightness of the tanks shall be tested by either of the following protocols: 24-hour
hydrostatic test or a vacuum test.
1. Hydrostatic Test i'2
a. Temporarily seal the inlet and outlet pipes.
b. Fill tank with clean water to a point at least two inches above the pipe connections or the
seam between the tank and the riser,whichever is highest.
c. Measure the water level.
d. Allow the tank to sit for 24 hours.
e. Re-measure the water level.
f. If the water level change is 1/2-inch or less or one percent of the liquid tank capacity,the
tank passes the leak test.
g. If the water level change is greater than'A-inch,any visible leaks can be repaired and the
tank may be topped off with water and allowed to sit for a minimum of one hour.
h. The tank passes the leak test if there are no visible leaks(flowing water or dripping in a
steady stream)and no measureable drop in water level after one hour. Otherwise,the
tank fails the leak test.
2. Vacuum Test3
a. Temporarily seal the inlet and outlet pipes.
b. A vacuum of four(4)inches of mercury should be pulled on the tank and held for five(5)
minutes.
c. During the testing,the tank manufacturer or their representative can seal the tank if it is
found to be leaking.
d. If the tank is repaired,the vacuum must be brought back up to four inches and held for
five minutes.
E. The distribution of flow to the E-Z Treat Pretreatment system and to the septic tank shall be
measured during start-up and set to be in accordance with the system design with start-up settings
recorded.
Victor D'Amato and Ishwar Devkota,Development of Prefabricated Septic and Pump Tank Construction and Installation Standards for North
Carolina.
National Precast Concrete Association,Best Practices Manual Precast Concrete On-Site Wastewater Tanks,Second Edition,October 2005,24.
'National Precast Concrete Association,Best Practices Manual Precast Concrete On-Site Wastewater Tanks,Second Edition,October 2005,24.

IWWS-2015-03-R2
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F. Specified site preparation steps and construction specifications for the ground absorption system
shall be strictly adhered to,including specified depth of trenches in relation to site limiting
conditions,cover material specifications(if needed),trench installation method,etc.
G. The installer authorized in writing by E-Z Treat Company,the engineer or designer authorized in
writing by E-Z Treat Company,and the ORC authorized in writing by E-Z Treat Company shall
conduct an inspection/start-up of the E-Z Treat Pretreatment system and all associated system
components. The LHD personnel will attend and observe the inspection/start-up. During the
inspection/start-up to include:
1. System watertightness testing.
2. Control panel operation and alarm settings.
3. Pump model numbers and time clock settings.
4. Pressure head on the E-Z Treat pod wastewater distribution system.
5. Return flow to the septic tank set per design and recorded,when applicable.
6. Riser hatches have tamperproof bolts,and/or riser lock ring.
VIII. Operation,Maintenance,Monitoring,and Reporting
A. E-Z Treat Pretreatment systems shall be classified,at a minimum,as a Type Va system in
accordance with Table V(a)of Rule.1961(b). Management and inspection shall be in accordance
with Rules.1961 and .1970.
B. All E-Z Treat Pretreatment systems require an operation and maintenance agreement between the
system owner and E-Z Treat Company, Inc., its authorized representative, or with an operator
authorized in writing by E-Z Treat Company as per Rule .1970. The system shall be inspected
according to Rule .1961 by a certified subsurface operator authorized in writing by E-Z Treat
Company according. The ORC shall be either an employee of E-Z Treat Company or authorized
in writing by E-Z Treat Company to operate and maintain the system.The operator authorized in
writing by E-Z Treat Company must have proper equipment and training to access and program
the control panels on site.
C. All E-Z Treat Pretreatment systems shall be operated and maintained according to the latest
version of E-Z Treat Company's O&M manual.
D. At each E-Z Treat Pretreatment system inspection the ORC authorized in writing by E-Z Treat
Company shall,at a minimum,observe,monitor,and record the following:
1. Wastewater level in all the tanks.
2. Sludge,scum,and grease levels in all the tanks.
3. Clogging of effluent filter.
4. Watertightness of tanks,risers,and pipe penetrations at the tanks.
5. Operation of pumps,floats,valves,electrical controls,and alarms.
6. Drainfield pump delivery rate(drawdown test),determination of the average pump run time,
and drainfield dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent,insect infestations,vegetative growth over the drainfield,or surfacing of effluent on
the drainfield area.
8. Sample of E-Z Treat Pretreatment system effluent collected from the sampling point to check
for effluent clarity and odor and a sample of influent,as required.

IW W S-2015-03-R2
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9. Readings from pump cycle counters and run time meters and any water meter readings, as
applicable.
10. Current operational set up for TS-II nitrogen removal enhancement(percent returned to septic
tank),and recommendation for modifications(if needed).
11. System operating conditions, from the review stored data for indication of 7-day and 30-day
flows and flow variances or other abnormal conditions.
E. The ORC authorized in writing by E-Z Treat Company shall also conduct other additional
observations,measurements,monitoring,and maintenances activities as specified in the Operation
Permit and as recommended by the manufacturer.
F. Sampling and Testing
1. All sampling shall be done in accordance with Rule .1970(n)(3) and (5). E-Z Treat systems
shall be sampled annually (semi-annually for systems with a design flow of 1,501 to 3,000
g'Pd)
2. TS-II systems influent shall be analyzed for TKN.
3. Effluent for all systems shall be tested for effluent CBODS and NH4-N. Systems specified to
meet the TS-II standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS-Il standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analyzed for fecal conforms.
4. Additional sampling of effluent or influent may be determined to be necessary by the ORC
authorized in writing by E-Z Treat Company during a system inspection to assist with
troubleshooting or to verify system performance.
5. Effluent samples shall be taken from the final dosing tank/chamber or a sampling port located
downstream from the final treatment process.
6. Influent samples shall be taken from a sampling port located between the septic tank and
recirculation tank/chamber.
7. Adjustments in the monitoring schedule and number of parameters sampled may be proposed
by E-Z Treat Company and approved by the Department pursuant to Rule .1970(n)(3)(B) or
(C).
G. Notification and Performance of Maintenance and Repairs
1. The ORC authorized in writing by E-Z Treat Company shall alert E-Z Treat Company, the
LHD, and the system owner within 48 hours of needed maintenance or repair activities
including but not limited to landscaping, tank sealing, tank pumping,pipe or control system
repairs,media replacement,and/or adjustments to any other system component.
2. System troubleshooting and needed maintenance shall be provided to maintain the pump
delivery rate and average pump run time within 25% of initial measurements conducted
during system startup. The ORC authorized in writing by E-Z Treat Company shall notify
the system owner, F-Z Treat Company, and the LHD whenever the pump delivery rate
efficiency or average pump ran times are not within 25% of initial measurements conducted
prior to system start-up.
3. The septic tank will be pumped as needed upon recommendation of the ORC authorized in
writing by E-Z Treat Company and in accordance with the E-Z Treat Pretreatment system
operation and maintenance instructions. However, at a minimum, the septic tank will be
pumped whenever the solids level exceeds 25%of the tank's total liquid working capacity or
the scum layer is more than four inches thick.
4. The tanks shall be pumped by a properly permitted septage management firm,and the septage
handled in accordance with 15A NCAC 13B.0800.
5. The ORC authorized in writing by E-Z Treat Company shall notify the LHD, E-Z Treat

IW W S-2015-03-R2
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Company, and the system owner in writing whenever repairs are indicated. All maintenance
activities shall be recorded in the ORC reports provided to the system owner,LHD, and E-Z
Treat Company.
H. Reporting
1. The ORC authorized in writing by E-Z Treat Company shall provide a completed written
report to the system owner, E-Z Treat Company, and the LHD within 30 days of each
inspection.At a minimum this report shall specify:
a. The date and time of inspection,
b. System operating conditions according to Section VII.D,VILE,and VII.F.
c. Results from any laboratory analysis of any influent and effluent samples,
d. Maintenance activities performed since the last inspection report,
e. An assessment of overall system performance,
f. A list of any improvements or maintenance needed,
g. A determination of whether the system is malfunctioning,and the specific nature of the
malfunction,
h. Any changes made in system settings,based on recommendations of the manufacturer,
and
i. A summary report of data retrieved from the control panel verifying actual daily,7-day,
and 30-day flows,flow variances,and other operating conditions.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of an E-Z Treat Pretreatment system at a site,the owner or owner's agent
shall file an application at the LHD for the proposed use of this system.After the LHD conducts a
soil and site evaluation,the LHD may issue an Improvement Permit or Authorization to Construct
or amend a previously issued Authorization to Construct allowing for the use of a E-Z Treat
Pretreatment system.
B. The Improvement Permit and Authorization to Construct shall contain all conditions the site
approval is based upon, including the proposed used of the Innovative system. The Operation
Permit will include all conditions specified in the Improvement Permit and the Authorization to
Construct.
C. When a special site evaluation is required pursuant to Rule .1970(p)(1) or a drip approval, as
applicable, an evaluation and written, sealed report from a Licensed Soil Scientist regarding the
site shall be provided to the LHD. The report shall contain the information as specified in Rule
.1970(p)(2) and"Requirements for Submittals of Soil Reports and Pretreatment and/or Dispersal
System Designs". The LHD may request the assistance of their Regional Soil Scientist in
evaluating this report prior to permit issuance.
D. The E-Z Treat Pretreatment system shall be designed by one of the following: a designer
authorized in writing by E-Z Treat Company or a North Carolina Professional Engineer. Systems
over 1,000 gallons per day,or as otherwise required for drip irrigation systems,shall be designed
by a North Carolina Professional Engineer.
E. Prior to issuance of an Authorization to Construct for an E-Z Treat Pretreatment system,a design
submittal prepared by a designer authorized in writing by E-Z Treat Company or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD. The

IW W S-20 1 5-03-R2
January 6,2017
Page 9 of 10
design submittal shall include the information required in "Requirements for Submittals of Soil
Reports and Pretreatment and/or Dispersal System Designs".
F. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also,at the request of the LHD,a Regional Engineer will review the design.
G. The designer authorized in writing by E-Z Treat Company shall certify in writing that the E-Z
Treat Pretreatment system was installed in accordance with the approved design prior to
Operation Permit issuance.
H. A North Carolina Professional Engineer shall certify in writing that a system designed by an
engineer was installed in accordance with the approved plans and specifications prior to
Operation Permit issuance.
1. For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see
Section V and 1X.C), the health department may specify as a condition on the Improvement
Permit and Authorization to Construct that a Licensed Soil Scientist or Professional Geologist
oversee critical phases of the drainfield installation and certify in writing that the installation was
in accordance with their specified site/installation requirements prior to the Operation Permit
issuance.
J. The ORC authorized in writing by E-Z Treat Company shall be present during the final
inspection of the system prior to the issuance of the operation permit. The ORC shall be certified
as a NC Subsurface Operator and authorized in writing by E-Z Treat Company.
K. The LHD issues the Operation Permit after the following;
1. Field verification of installation completion;
2. Receipt of written documentation from the designer authorized in writing by E-Z Treat
Company or the engineer,as applicable,that the system has been designed,installed,and is
operating in accordance with the approved plans;and
3. All necessary legal documents have been completed,including the contract between the
system owner and the ORC authorized in writing by E-Z Treat Company.
K. On an annual basis,E-Z Treat Company shall provide a report to the On-Site Water Protection
Branch including the number and location of new system installations during the previous year,
and effluent data and operator reports for each operational E-Z Treat Pretreatment system
installed in North Carolina under this Innovative Approval. Effluent data should be compiled and
submitted electronically. If available,a web-based system for data posting of laboratory results
should be utilized. These reports shall provide information to the Department based upon the
monitoring data and observations made from the Innovative systems installed pursuant to this
Approval. This should include an assessment of system performance in relation to the established
treatment performance standards;an assessment of physical and chemical properties of the
materials used to construct the system,in terms of strength,durability,and chemical resistance to
loads and conditions experienced,recommended areas of applicability for the system;and any
conditions and limitations related to the use of the system. The report shall also include an
updated list of authorized designers,installers,and ORCs.
X. Repair of Systems

IWWS-2015-03-R2
January 6,2017
Page 10 of 10
The provisions of 15A NCAC 18A.1961(1)shall govern the use of the E-Z Treat Pretreatment
System for repairs to existing malfunctioning wastewater systems.
Approved By. Date:

NSF international789 N.Dixboro Road Ann
Arbor,MI 48105 USA
RECOGNIZES
E-Z Treat
Haymarket, VA
AS COMPLYING WITH NSF/.ANSI 40, 245, 350 AND ALL APPLICABLE REQUIREMENTS.
PRODUCTS APPEARING r:`,` THE NSF OFFICIAL LISTING ARE
AUTHORIZED TO BEAR. THE NSF MARK.
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Artrnd$ed by ale C714t"et t'mtrnm
...,:... +Unadcan Nance Atvaeite¢i a.eAe
SYaheeeds me o tc 6madard,Ceenen
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This cartificate is the Property of NSF International and must be returned upon request,This certificate remains valid as long as this client has
in
pmdnche
Listing for the referenced standards.For the most cen w.
nat and complete Lusting information,please access NSF's webrfte(wwnsf org).
&tel s C:7December 18,2015 Cl
�'
Certificate#COI 73848-02
Lori Bestetveh
Pxecutive Vice President&CTO

° ` r ' NSF International
OFFICIAL LISTING
NSF International Certifies that the products appearing on this Listing conform to the requirements of
NSP/AN61 Standard 245 - Wastewater Treatment Systems - Nitrogen Reduction
Thin is the Official Listing recorded on December 10, 2015.
E-2 T=eat
P.O. Box 176
Haymarket, VA 20618
703-753-4770
Facility: Rocky Mount, NV
Rated
Capacity
Model Number Gallons/Day
$600 60D
#1200 1200
•
Note: Additions shall not be made to thin document without prior evaluation and acceptance by NSF International.
1 of 1
C0173040
789 N.Dizbox Road,Ann Arbor.Michiga:48105-9723 USA
1.80044SF-MARK/734-769-8010
www,nnf org

x
rt1 4, ,' NSF International
OFFICIAL LISTING
RSP International Certifies that the products appearing on this Listing conform to the reguirementa of
NSP/ANSI Standard 350 - Cavite Residential and Commercial Water Reuse 'treatment Systems
This is the Official Listing recorded on December 18, 2015.
R-Z Treat
P.O. Box 176
Haymarket, VA 20616
703-753-4770
Facility: Rocky Mount, NC
Rated
Capacity
Modal Number Gallons/Day Cl.ueitication Type
#600 60D Class R Wastewatez
#1200 1200 Class R Wastewater
NOTE: Class R Single family residential dwellings
Note: Additions shall not be made to this document without prior evaluation and acceptance by NSP international.
1 of 1
C0173848
769 N.Uixboro Roail.Ann Arbor.Michigan 4 6 1 0 5-9123 USA
1-500•NSF-MARK 1734-769-Sol o
www.nsf.org

' \' CAST-A-SEAL® 402/402F PRODUCT
,F= SPECIFICATION
and SELECTION
Submittal Specification
A flexible pipe-to-structure connector shall be employed in the torque-setting wrench available from the connector manufacturer.
connection of the sanitary sewer pipe to precast structures.The connector Selection oldie proper size connector for the structure and pipe
shall be CAST-ASEALO 402/402F as manufactured by Press-Seal requirement,end installation thereof,shall be in strict conformance with the
Corporation,Fort Wayne,Indiana,or approved equal.The connector shah recommendations of the connector manufacturer.Any dead end pipe stubs
be the sole element raked on to assure a flexible,watertight seal of the pipe Instated in connectors shall be restrained from movement per ASTM C 923.
to the precast structure.The connector shell consist of a rubber gasket and The finished connection shall provide sealing to 13 psi(mini-
an external take-up clamp mum)and steal atxbtreriodale deflection of the pipe to 7 degrees(mind
The rubber gasket element steall be constructed solely of eye- mum)without loss of seal.
theta at natural rubber,and shell meet or exceed the h ical
R Ys property
party Vacuum testing shale be conducted In strict conformance with
t ui eq rtxneNs of ASTM C 923.
ASTM C 1244 prior to backlit. Other
that testing shall be conducted In strict
The external take-up damp shell be constructed of Series 300 conformance with the requirements of the connector manufacturer.
non-magnetic stainless steel and shall utilize no welds in its consbuc-
(be.The damp shall be Installed by torquing the adjusting screw using a
CAST-A•SEAL 402 PIPE 512E PIPE 0.0 RANGE WALL THICKNESS' APR./CATION
462.0250 1.25'•2"(31-51 mm) 1.5•-2.75'(511-70 rem) 2.5'-6' (64-150 nun) STANDARD
i >'` -..0.f$aee i t ' , a ' .1;tio1—i1a IJ 2s',4 446 4uo: 1'.t 0,4- 40Aiier'- ,
452.0402F1 4'flat mm) 4.2'-4.7'(107-11 s m .0'(6 m) 2.S'-44-102 mm) Closed Face
• _ .4 1 i .f " ;s't1 ?�V> •,S,r,¢:7'°(157=516. )' 2.5 .V 947,760nsi) . ' STANDARD •
CAS ADAPTER - 3'05 mm) 3.2'•3.6'pi-e1 mm) -- s Use with 4"CASTA-SEAL
PRODUCT PERFORMANCE
CAST,A-5EAL4021402F meets and/or exceeds TYPICAL TEST RESULTS to CAST-A-SEAL 402M6aF(as in ASTM clam,C 923,end C 1476)
all requirements of ASTM C 923,Including physical prop- rest ASTM Test Method Test Requirements Typical Result
ernes of materials end performance testing,including:
• 13 psi minimum In straight alignment CHEMICAL RESIS- NO WEIGHT
TANCE;1 N SULFURIC D 634,AT 22°C FOR NO WEIGHT LOSS LOSS
'10 psi at minimum Tangle ACID and 1N 45 HRS NO WEIGHT LOSS NO WEIGHT
•10 psi minimum under shear load of HYDROCHLORIC ACID _ LOSS
150 b>sAn.pipe diameter TENSILE STRENGTH D 412 1200 PSI,MIN. 2100 PSI
ELONGATION Ar D 412 350%,MIN, 625%
CAST-A-SEAL 402/402F meets and/or exceeds the KREax -
requirements of the following Stindards,Specifica- HARDNESS D 2240(SHORE A MANUFACTURER'S S <2
ons,Codes,and Test Methods: DUROMETER)
dons, SPECIE/ED HARDNESS
•ASTM C 923 Stendard Specification for Resilient Connectors DECREASE OF 15n.
Between Reinforced Concrete Manhole Stnxlums,Pipes, MAX.OF ORIGINAL -13%TENSILE
ACCELERATED 0 573,70t 7'C TENSILE STRENGTH,DE-
and Laterals
CHANGE,-14%
• ASTM C 1644 Standard Specification for Reelhant OVEN AGING FOR)DAYS CREASE OF 2.3%,MAX. ELONGATION
Connectors Between Reinforced Concrete On Site
OF ELONGATION CHANGE
Wastewater Tanks and Pipes0 395,METHOD B, DECREASE OF 25%, -
•ASTM C 1478 Standard Spedficatian for Storm Drain Resilient COMPRESSION TEST AT 70°C FOR 22 HRS MAX.OF ORIGINAL DE- 13%
Connectors Between Reinforced Concrete Storm Sewer ELECTION
Structures,Pipes and Laterals D 471 IMMERSE 1175
•ASTM C 1244 Standard Test Method for Concrete Sewer BY 2-IN.SPECIMEN INCREASE OF 10%,
Manholes by the Negative Air Pressure(Vacuum)Test WATER ABSORPTIoty IN DISTILLED WATER MAX'DR ORIGINAL eY 350%
•IAPMO/ANSI 21000 Standard for Prefabricated Septic Tanks AT 73'C FOR 48 tens WEIGHT
•IAPMOIANSi Z1001 Standard for Prefabricated Gravity OZONE RESISTANCE^ D 1171 RATING 0 PASS
Grease interceptors LOW-TEMP,
•NPCA Best Practices Manual tor Precast Concrete On-Site BRITTLE POINT D 746 'NO FRACTURE AT-40"C PASS
Wastewater Tanks • r
•NOWRA Model Code Framework TEAR RESISTANCE D 524.METHOD 0 200 LBFIIN_(MIN.) I 450 LBFRN. 1
Press- J believes am information N accurate as of its publication dale.information,specifications,and prices
are en subject to change without notice.Press-Seal is not responsible for any inadvertent errors.Copyright 2012.
53
none:s -34&-a z PRESS-SEAL CORPORATION :salesfgrpress-aeal.com E
Aix(260)436-I90t; Protecting Our Planers Clean Water Supply Web:wwwpress-sesLcom •
ISO 96o1,2tma Rag*Nerre•IS1YrEC MTh AcereAted a

,p CAST-A-SEAL�'4A2/4021� CAST-IN BOOT-TYPE
CONNECTOR
for 1-1/4"to 6"PVC Pipe
(32 mm-160 mm)
What It Is
I
al
CAST-A-SEAL 402/402F is a watertight
flexible connector that is cast into the structure
when the concrete is poured. The connector is
folded into the casting position and placed on the 4
reusable heavy-duty solid plastic mandrel that is .i 2,,
installed directly to the form. After the concrete is • t, `
cured, the form is opened, removing the mandrel ".'
from the gasket, but leaving the CAST-A-SEAL
402/402F connector embedded in the concrete.
The gasket is then simply unfolded at the jobsite
and is tightened around the pipe using the sup- 1 i;rva € t:,, t,
plied stainless steel take-up clamp.
CAST-A-SEAL 402/402F meets or exceeds 1
Why it's Bgtter, all requirements of the following Standards,
Codes, Specifications and/or Test Methods:
•Simple cast-in design provides flexible
watertight connection. ASTM C 1227 1APMO 21000
•Eliminates infiltration and exfiltration. ASTM C 1644 /APMO Z1001
Improves on-site system performance ASTM C 923 NPCA Best Practices
and minimizes maintenance. ASTM C 1244 NOWRA Model Code
•Protects groundwater from unintended ASTM C 1478
discharges.
•Use in on-site treatment structures,grease
interceptors, manholes, wet wells,pump ,���++..a•
and lift stations,stormwater structures,or 5.n OwUfck)Here ToVkw Mors Info 167.+1.,4
any application requiring a flexible C^ wnaucco^T Web) F,tel
watertight connector. ©'1 a
IC:r
t { f
1111
✓ /i
44
: ,i„ - , il:Hi. '' !. .,..
Attach mandrel Invert gasket Place gasket Strip torte and Invert gasket to outside
to outside form Into casting and mandrel in mandrel.leaving of tank,insert pipe and
wall. position. form and pour. gasket In place. tighten teke-up damp.
Presa-seal believes all Intorrnalion le aerial*a of its publication dale_trionnalion.spartificertook and pttaea
are ut sutljet.l to change Without notice.Pvcas-Selll is not reaponsilia for any tedyertont etmra.Copyright 2012.
62
Phone:aoo-ass-7aa PRESS-SEAL CORPORATION Ernst,+ttea<ep saealcom
Far(260)436r1908 Wtb=wwwp -asaLcom s
Protecting Our Planet's Clean water Sup*
ISO 98121:2654Re,¢aermt.ISOfIECMaa Amwtlld a
!R

by INFILTRATOR
EZset by Infiltrator risers and lids are made from glass reinforced polypropylene,
providing superior strength and durability.They come in green or black and in
20",24",and 30"diameters making them ideal for use with any concrete or
plastic tank.The slip resistant lids are fastened using stainless steel screws
and can be further secured by installing locking rings.
20" Riser System 24" Riser System 30" Riser System
* 20"x 6" Risers (Green or Black) •24" x 6" Risers (Green or Black) .30" x 12" Risers (Green or Black)
▪ 20" x 12" Risers (Green or Black) ■24" x 12" Risers (Green or Black) .30" Lids (Green or Black)
* 20" Lids (Green or Black) a 24" x 18" Risers (Green or Black)
F 24" Lids (Green or Black)
20"x 6" Riser 24"x 6"Riser c •
20"x 12" Riser 2-1" x 12" Poser 30" Lid
Adhesive Sealant
- 20" Locking Rings
20" Lid 24" x 18" Riser
- 20" Safety Pans
24" Locking Rings
- 24" Safety Pans
4011*-
- 24"Adapter Rings
41111.
30" Locking Rings
Adapter Flange 24" Lid
Contact infiltrator Water Technologies'Technical Services Department for assistance at 1-800-221-4436

itittits,-0.!•,,T: EZset Riser Specifications
by INFILTRATOR
I —2r— t
.125 TYP I
yT _ _ ..
WLL.A THICKNESS i i r
I
.126 EXP.-,
WALL THICKNESS j i
( 121 ,5'
{r 12 .121
6.05E J.L `-1
L. __.- i__ - )
SECTION A-A SECrIONAA
SCALE 1:a 3tla SCALE 1:E
20"x 6" Riser Cutaway 20"x 12"Riser Cutaway
----—2E -. .125 TYP, r X' —
NA'—- -------I
.1251YR _ - - _24. WALL THICKNESS
WALLT14C10E6i j _ }
„f 1 `
i ul
i
_--- .....SECTION A-A
-7
L ___ .
SCALE 1.a _
SECTION A-A
I- 26.37E'_ + SCALE 11 6 _
24"x 6"Riser Cutaway i--___ 2a.37s-- ---.J
24"x 12"Riser Cutaway
WALI THIC
.1267YP._
KNESS r.
I
I-- -.. yp ....... _.-_
.125 TYI'.
WALL THICKNESS I - -
-.121 12.0.5E ...
..
- ,27
1
_. SECTION A-A i BECTIONAA
SCALE 1:6 .30D SCELSIE
_.
30D
16.37S- 1-..
24"x 18"Riser Cutaway 30"x 12"Riser Cutaway
INFILTRATOR WATER TECHNOLOGIES,LLC linfiftretor") Idl THIS IJM RED WARRANTY IS THE OCCLUSIVE WARRANTY GIVr01 BY INFILTRATOR AND SUPERSEDES ANY PRIOR.
EZaet by Infiltrator LIMITED WARRANTY OONTRNRY.ADDTRONAL,OR SUBSEQUENT REPRESKNTATIONS,WHETHER ORAL OR WRITTEN.INFILTRATOR
ONE)1)YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY DtSCAAIMS AND EXCLUDES TO THE GREATEST EXTENT ALLOWED BY LAW ALL OTHER WARRANTIES,WHETHER
EXPRESS OR IMPLIED,OR STATUTORY,INCLUDING ANY WARRANTY OF MERCHANTABILITY,FINESSE FOR A
(a)The Lnited warranty is extended to for nod use.of an Elsa by Intilt•ato'des,and lie system end other ecceeeones. PARTICULAR PURPOSE AND ANY IMPLIED WARRANTIES OTHERWISE ARISING FROM COURSE OF DEALING.
An EZeet eystam.merwfachved by NRuato'.when ireta!iw end operared it ecradEnoc with infiltrator'.intimation COJRSE OF PERFORMANCE.OR USAGE OF TAHOE.NO PERSON(INCLUDING ANY EMPLOYEE,AGENT,DEALER OP
Instrwllons end local regl8eton bye IicenoaI ins,nller,6 wc'rented to ynu:✓T against detective materials and wnrkmenerip REPRESONTATVE)IS AUTHORIZED TO MAKE ANY REPRESENTATION OR WARRANTY CONCERNING THIS PRODUCT.
for one(I f yore Ale ine:allation Infiltrator wtll,et 3s opfioe.If repair the oefe16ve product or 9tl rapinar the detective EXCEPT TO REFER YOU TO THIS LIMITED WARRANTY.EXCEPT AS EXPRESSLY SET FORTH HEREIN.THIS WARRANTY
mala'iais.Infiltrators lied:Rey spenhoaly excludes the cos;or m-r,ovnl enAn'inatotelinn of the EZeot system. 18 NOT A WARRANT'OF FUTURE PERFORMANCE.BUT ONLY A WARRANTY TO REPAIR OR REPLACE
lb)In order to exercise it warranty right,you rust nbTfy InT tmtor in wrilirg a1 ha corporate headquarters in Old Saybrocx. of YOU MAY ASSIGN THIS LIMITED WARRANTY TO A SUBSEDUE T PURCHASER OF YOUR HOME
Connecticut within fifteen(IN)days of the alleged Estee:.
iFl NO REPRESENTATIVE OF INFILTRATOR HAS THE AUTHORITY TO CHANGE THIS LIMITED WARRANTY IN ANY
IN YOIIR EXCLUSIVE REMEDY WITH RESPECT TO ANY AND ALL LOSSES OR DAMAGES RESULTING FROM ANY MANNER WHATSOEVER.OR TO EXTEND THIS LIMITED WARRANTY.
CAUSE WHATSOEVER SHALL BE SPECIFIED IN SGBPARAGRAPE(e)ABOVE INFILTRATOR SHALL IN NO EVENT BE
LIABLE FOR ANY CONSEQUENTIAL OR INCIDENTAL DAMAGES OF ANY KIND,HOWEVER OCCASIONED.WHETHER BY CONDITIONS AND EXCLUSIONS
NEGUGENCE OR OTHERWISE.SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR There ere(mini,condit.ons or eppitcreUore over which InfEretoi has moo cant,i.Detects or proclems as e re ua of sun
CONSEOUENTLAI DAMAGES,SO THIS LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU.THIS WARRANTY GIVES olnditions or applications are not toe reeponslbSly of M!Iltrater nod ere NOT covered under VIA warranty.They N.:Auds fail.ve
YOU SPECIFIC LEGAL 5101,7S AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE to instal the EZaef system it.coo dance with Instructio•s or epplicabh regigatoy requirements or 0uNan1E.Meting The
Met aystan contrary to the installation instructiore end disposIng of chnnllaeL or other metsriale contrary to normal Estee
system usage
Thn aria:n represents H's Standard United Warranty oftersa by Ed tt•ator.A Smiled numtoer of states and counties have
doers;,wetranty requiarrares.Any p.uchese'o'an EZ0N system shoub contact Infiltrator i corporate headquarters in Old.
4 Business Park Road Saybrook Conne^t nt4.p'kr,to such purchase to obtain a cow of the soplkabl:warranty.and MemId caret"road that
P.O.Box 76E warranty Pr;_to the Fureoase of en E7sst system.
Old Saybrook,CT 06475
INFILTRATOR 86800-221004436 880-577-7001
systems Inc. www.lniiltratorwater.com
•
U.S.Patents:4,759,681;5,017,041;5.156,488;5,336.017;5,401,116;5,401,459;5.511.903;5,716.163,5,588,778:5,839,844 Canadian Paterts:1,329,859;2,004,564 Ottle,patents pending.Infiltrator,
Equalizer,Quick4.and SideWlnder are registered trademarks of Infltrutor Water Technologies.Infiltrator is a registered trademark in France.InfilVator Water Technologies,is a registered trademark In Mexico.
Contour,MicroLeeching,PoIyTLAT,Chamberspacer,MJhiPorf,PosiLock.QulckCut,QulckPlay.SnapLoek and StraightLock are trademarks of Infiltrator Water Technologies,
Polyt ok Is a trademark of PolyLok.Inc.TUF-TITE is a registered trademark of TUF-TTTE.INC.Ultra-Rib Is a trademark of 1PEX Inc.
®2013 Infiltrator Water Technologies,i LC.All rights reserved.Printed in U.S.A.
SETO1 06131Sf
Contact Infiltrator Water Technologies'Technical Services Department for assistance at 1-800-221-4436

q' ii
Rom` -�1 r�" r*.x 1
• �C
Toll Free: 888-999-3290 Flit—Trlt—it
Bristle Filter Instructions
For STF-110 4" (Installation & Maintenance)
Instructions for installation in standard 4" outlet "Tee" of septic tank.
T, t
• Orient the filter so that the wire handle faces opposite the discharge outlet.
t
r
• Push filter into top of"Tee"until the 90 degree wire handle touches the top of the
"Tee". The filter is now"installed",as shown in the picture to the right.
• The flexibility of the STF-110 bristle filter allows it to be used in just about any situa-
tion. If you need help with a custom installation please call Sim/Tech Filter toll free at
888-999-3290.
Installed Filter
Recommended maintenance schedule
For maximum protection,it is recommended that the filter be replaced annually. If not,it should be inspected
at least once per year. The filter is capable of lasting three years under normal conditions. Such factors as
garbage disposals,pets,laundry,etc.may cause the need for more frequent inspection or service.
Instructions for performing maintenance in standard 4" outlet "Tee" of septic tank.
• Before removing filter,one of two options must be performed. These options
need to be performed to prevent any outflow of unfiltered effluent from the
tank while the filter is removed.
Option 1
Insert a STF-130 maintenance sleeve(sold separately)with the handle
coupling on the same side of the"Tee"as the outlet hole. Push the sleeve
into the"Tee"until the handle coupling hits the top of the"Tee". Do not
remove the sleeve until a filter has been put back in the"Tee".
Option 2 '"'
Have the tank pumped down by a professional septic service company.
• After performing one of the options above,remove filter by pulling up on the Maintenance
' filter handle. Sleeve partially
'`" ' • Place the used filter in the provided plastic bag for proper disposal. inserted into
Install a new replacement filter as described in the installation instructions at .Tee
STF-130 the top of the page.
Maintenance • If a maintenance sleeve was used(option 1),remove the sleeve from the outlet U.S.Patent#
Sleeve "Tee".
6,811,692

111\114111.
The STF-l l iD series
Effluent Filters
ia. It's Superior
Superior to slotted unifnrtrr designs.
•
Flelible f
s.
cre r_ Et " e
Versatile- msidential °3¢�;bLa:� � iS � 3 . 44;4,14-
0-6W
." dia.
•
{ri'Oary ,T41,-44;
,j ,,7.atr,.ir Tr.
•
- The Best
70i=6-Q tr f fragn it>rar nnefr i;CATi4., nsr runtime;; debris.
17-J' e
t�,
4 t It's Simple
Lit si -)f le only rhuice in effluent fitters.
r,-
I t fi:
dia.

5TF=111:1 series
Effluent Filers
STE-1104B : • Superior Annalist of the most common sonde
STF-11D-7R full'd iln todag's wastewater sgesterna
STF-110-5W Wejiraff,,feLWe design hos applications fur
vlseuktimitkJ4 corninencial Arid iradustrial
STF-110 +w
5pitiE1`AT and fit menu different alit'
t housings
and ;!
FiendlikeI, is simpleto
install and serskrro., even in issaftorbr3 with h Waited
9 Solf-lockingZr1.t os hold the filter 4T u I
;12n place otitis no need fur receivers or
r_esnisksm tram#aefirnklate filter-float-up
• Dathxlls imprensition arias natursilm warts
*olds acconiiing to size and rises for boyar filter blIfe
• Aimee keel ni«stortinks netcszzerig in wastewater
xres3xnl , 1 s!llitJis
llbtlirerbiier sanerjgh to be serviced and economical efriough to
• Eraarraamical amelutiots for protecting and servicing all riv'els&wiaritY2r
striterrsa at a trart8V11 of the ;of inferior deedgrz
Designed after our proven 5TF-110 effluent filter that currently protects residential septic systems all
over the world, the latest additions to this series of fitters were designed with more demanding
residential, commercial and industrial systems with larger housings and pre-cast tanks with built in
square baffles in mind.
We achieve superior filtration of the most common solids found in today's wastewater systems with
our non-uniform bristle design.This design is much more efficient than uniform/slotted designs which
can pass larger more harmful debris into the system.
The flexible self-locking bristles make It simple to install and service,even in systems with
limited access.They also hold the filter firmly in place with no need for receivers or canisters i
and eliminate fitter float-up.
The filters employs a debris separation space which naturally sorts solids according to size
and mass. This makes the filter function more efficiently and greatly increases its life-span.
It also allows for biological maturing which is necessary in all wastewater treatment systems.
The STF-110 series filters use triangular polypropylene
-.441 bristles wound together with a 316 stainless-steel Dore.
This makes them durable enough to be serviced and
economical enough to be replaced.This provides an
economical solution for protecting and servicing all types
STF-1104R In 4'-6' k of wastewater systems at a fraction of the cost of inferior
sanitary Tee(cut-away) designs.
STF-110 TR in pre-cast STF-130 changing sleeve is required to block effluent flow while servicing
septic lank with square without the need to pump down the tank.
baffle.
STF-11O in 4'sanitary
Tee(gut-a-way view)
w Hcv� ' 14r o rune(A detail dunotng in R.t7F format to crow our tumpiet re product few.
�a •For the protection and performance of wastewater systems ar<!
pruudiy made In the USA
1111 pip
88f3-99 ®. US ILTER I.l

5TF-1113 - ]
1
FEATURES
4• Easy,affordable solution for servicing
septic tanks
4. Designed with non-directional bristles
for unrestricted flow of effluent
• Allows biological matunng and
sloughingtomaximize se tic tank
efficiency
+ Provides well over%mile of filtration
media with over 319 cu In of open
area to eliminate clogging
4• 2,215 sq in.of filtering surface allow
a flow rate of over 1200 GPD.filtering
to 1/16"diameter
❖ Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface,with
no uniform holes or slots to plug
4. 90 degree handle for easy installation
and removal
4• Adapts to all types of 4"pipe
a Self-locking bristles hold the filter
firmly in place,eliminating 'filter float up'
• Flexible design makes it easy to install
in hard to reach places and makes
replacing the filter a breeze
Constructed of polypropylene bristles,
wound together with a 316 S S. core
4. The filters designed shape creates a
debris separation space which naturally
sorts debris according to size and mass, ;< �a12 PVC PIPE
ensures even filter usage for a long - I
lifespan and maximizes circular flow r i 1 -+3
r6E
wn►iTra++r
20 I SERE
i I
40 I
-r
Order part No STF-110 3Q
STF-130
20
2615
6TR110
CAD detail drawing available in DXF'format
t7175- STF4TEE
SEPTIC TEE
RELATED PRODUCTS
STF-110-6W page 4
STF-110-7R page 4
STF-110-86 page a FrAC2115 1 T5
STF-130 page 14 ` 35
STF-4TEE page 14 U S Patent*6 811,692
I,.
PAGE
3 Toll Free 888-999-3290 Office 231-582-1020 Fax [phone] Email [e-mail] Web www.gag-simtech cum

THIRD PARTY VERIFICATION
;;r J GARY B. JOHNSON
J MICHIGAN#32831
WISCONSIN#E-25985
MINNESOTA#41217
SIM/TECH FILTER
NEW STF-110 DISPOSABT.R SEPTIC TANK FILTER
THIRD PARTY VERIFICATION
The Disposable Septic Tank Filter is constructed as a twisted-in-wire brush with 26"long
brush body, !a"tip and 2%"long handle end with 90 degree bend. Brush body will have
a major diameter of 4313"for a length of 9 5i"starting: "from the 90 degree handle
bend,then will transition down to 3 %"diameter over the next 2%"and held at 3 'h"
diameter for the next 14".
There will be a scallop cut into the O.D.in the major diameter beginning 2 %z"from the
top,transitioning down to 3 Ys"over the next 2",and then transitioning up to the major
diameter over the next 2".
The stem will be 11-gauge stainless steel and the fill material will be.012 yellow
polypropylene.
The filter has a total of 2,962 lineal feet of bristle equaling 35,544 lineal inches of bristle.
By calculating the total length x the total perimeter of SimrTeeh's uniquely shaped
bristle,it gives us a filtering surface of 2,215 square inches.
Volume of a 4"x26"Septic Tee 326.7 cubic inches
Volume of the STF-110 Filter -4.265 cubic inches
Volume as open for fluid 322.435 cubic inches
l_t of airy Ntk•
��g. ' N:
yrs GARY
4„s * JOHNSON � '
"E� E _ E-25985 4
No. MIDLAND +'
0 3283i i �„�+ MICH +�

,: i ,
dfti Fti
THIRD PARTY VERIFICATION OF FILIRATION ON THE STF-1 10
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test was checking for filtering qualities with particulate that could be found in septic tank effluent
• This test used five types of particulate added to a clean tank
• The five types of particulate were hair,seeds,tissue paper,lint,and chain saw chips(see table A below)
• Test tank was riled manually every five minutes while performing tests to represent a large influx of
water
• Water was introduced into the test tank at 210 gallons per hour
• Test was run to a 2"head height above outlet flow
• Recorded length of time to achieve a 2"head height(see table B below)
• Recorded what was caught in a 1500 micron sieve during the total run time(see table B below)
• Recorded what was caught in a 600 micron sieve below the 1500 micron sieve during total run time(see
table B below)
• Recorded particulate caught while changing filters 15 minutes after ending test using manufacturers
recommended instructions(see table B below)
• Recorded particulate removed with filters themselves(all filters were removed slowly)(see table B
below)
• All particulate was recorded in grams using a OHAUS Scout II Scale(Serial#BJ380398)with capacity
400 times 0.1 g(purchased scale 11/17/01)
TABLE A ' Grams
Human hair 2
Horse hair 2
. , Dog hair 1 i1�. ,CON -1
_ O f M iris Gat hair 1 `1+ ,���
*4'' Gt+RY 8. S1 Tomato seeds 2 ,J ARY B.
1OH •N *� Pepper seeds 2 0 / JOHNSON I
0, . i W Cucumber seeds 2 ' '♦ E-25985 ;4
�, SNEER a Dill see 0431
ds 2 MIDLAND ;L
MICR
0 32831 4, Charmin tissue paper • 2 � "'�
A'°ifs a►c•p� Scott tisane paper 2 �, tor .t0,•st .*
Northern tissue paper 2 -
Lint 2
Chainsaw chips 4
TABLE B Sim/Tech Tuff-Tite Zabel Zoeller
Time to achieve 2"head height 1 hr.40 min. 7 min. 6 min. *2 hrs.
Particulate caught in 1500 micron sieve 0 0 0 0 .
Particulate caught in 600 micron sieve 0 0.2 0.3 1.2
Particulate caught while changing filter 0 0.3 0 0
_
Particulate contained within or on filter itself 15.0 , 6.3 2.2 2.3
*Ended test at 2 hours,total head height was at 1 '/,"
Note:All filters except Sim/Tech caught seeds in 1500 micron sieve but was not recordable in 1/10g scale

A
J Ri
THIRD PARTY VERIFICATION OF FLOW RATES ON THE STF-110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test done with clean water and no particulate
• Filters placed in a standard outlet tee of S&D type with a I T tailpiece to outlet level
• Test tank was a plastic 55 gallon drum
• There was an accurate method to measure head height above outlet level
• Test was done for a'/z"and 1"head height above outlet level
• All filters tested using the above conditions
FILTER FLOW RATES
SimfFech Tuff Tiite Zabel Zoeller
1h" head height above outlet flow 1, 800 GPD 1,440 GPD 1, 195 GPD 900 GPD
1" head height above outlet flow 5, 040 GPD 4, 680 GPD 4, 858 GPD 1, 800 GPD
GARY B.
tfOjw
0. ?I GARY 8.
qi,,,_y W am JC?HNSQN
32831 W ' MIDLAND $c, :
460A P ' Q MICH :-
oPEwt % NAL•id1 -.

It is my opinion that the Sim/Tech filter will prove to be a superior septic tank filter
because of it's basic design;bristles to catch any"paper liken debris on the outside surface
(guided there because of the bristle's bending at the ends under pressure of the flow).
A dead zone near the ccntPr to collect small particles as they fall out of the flow.Plus the
: incalculable water paths through,and around,the filter fibers.
Gary B.Johnson P.E.
363 Silver Creek Rd
Petoskey,Ivfi 49770
,+sffr
1�M�s';
~ GARY 6.
" . J. ,/ s
1,, . • "'
to No. a .
0 32831 +.
ff7Eis01

PZ)111
...Inc.
Innovations k Proust Drainage ,;, Zabel" PL-68 Effluent Filter
&Wastewater Products ��,J/_' A Division of Palylok Mc.
PL-68 Filter and Tee
PL-68 is much more than just an effluent filter.The housing can also be used as an inlet baffle(tee)or an outlet
baffle.The housing is designed to accept Polylok's snap in gas deflector to deflect gas bubbles away from the tee
and to keep the solids in the tank.
Features:
1/16"Filtration Slots Accepts 3/4"PVC
• Offers 68 linear feet of 1/16" filter slots,which Extension Handle
significantly extends time between cleaning. 800 GPD f..
• Atvepts 3/4"PVC handle. • :
• Locks in any 360°position when used with PL-68 Tee.
• PL-68 Housing can be used as an inlet or outlet tee. Fits Any Tee —►
On The Market• Gasket prevents bypass.
PL-68 Installation: Gasket Prevents 68 Linear Ft.of
Ideal for residential waste flows up to 800 gallons per day Bypass J— 1/16"Filtration
(GPO).Easily installs in any new or existing 4"outlet tee. Slots
1.Locate the outlet of the septic tank. Easy Installation
Accepts 3"&4" Filter Locks in Any
2.Remove the tank cover and pump tank if necessary. (SCHD 40 & —► 360`Position
3.Glue the filter housing to the outlet pipe,or use a SDR 35 Pipe)
Polylok Extend&Lok if not enough pipe exists.
4.Insert the FL-68 filter into tee. "
5.Replace and secure the septic tank cover.
PL-68 Maintenance:
The PL-68 Effluent Filter will operate efficiently for
several years under normal conditions before requiring
cleaning.It is recommended that the filter be cleaned 16"&18" Cyr titled to
every time the tank is pumped,or at least every three years. Available NSFrANsi Stattdar a 4t4
1.Do not use plumbing when filter is removed. 1/B"
2.Pull PL-68 out of the tee.
3.Hose off filter over the septic tank Make sure all solids Filter
fall back into septic tank. Concrete
4.Insert filter back into tee/housing. Optional Gas Baffle
Deflector
Related Products:
PL-68 Filter Concrete Baffle
Extend&LokTM
1111
Extend&Lok'*' Spacer Bushing Spacer Bushing 2"Extender
Easily installs 4"SCHD 40 4"SCHD 40
into existing tanks. to SDR 35 to 110mm Pipe
Polylok,Inc. 3 Fairfield Blvd. Wallingford,CT 06492 Toll Free:877.765.9565 Fax:[phone] www.polylok.com

4.28
�. I10.9 cm] _.. y 7.04
3.94 ', .t 4.60 [17.9 cm]
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SOCKET ACCEPTS
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PART NO.30142-R
16.09
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1 1 22.01
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18.09
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I
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5 cm] 1 �—
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FOR EXTENSION
L POLYLOK PL-68 HOUSING 4"
—SOCKET ACCEPTS 1
OPTIONAL GAS SECTION A-A\_. OPTIONAL 2"EXTENSION PART 42 68-4
DEFLECTOR PART NO.30142-68X MATERIALIAL-A ABS
PART NO.3025 COLOR-BLACK

gill'I
68 FT.(20.73 METERS OF 1/16"(.158 CM SLOTS) � `//'/��v/',1' r,
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NEOPRENE figpi,
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20.63[52.4cm]
14.24[36.2 cm] ---- 'r— 5.96[15.1 cm] j Ir—- 7.00[17.8 cm]
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itlillk
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PL-68 FILTER CARTRIDGE (FOR USE IN A CONCRETE BAFFLE)
PART NO.-30130-CB
MATERIAL - POLYPROPYLENE

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- 20.63[52.4 cm]
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MATERIAL -POLYPROPYLENE
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SECTION A-A TOTAL FILTER AREA-1.1 SQ.FT.(1021 SQ.CM)

The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday,April o6,2oi6 at 12:15 a.m.Eastern Time.Please contact
NSF International to confirm the status of any Listing,report errors,or make suggestions.
Alert:NSF is concerned about fraudulent downloading and manipulation of website text.Always confirm this information
by clicking on the below link for the most accurate information:http://igfo.ns£org/Certified/Wastewater/Listings„asp?
Standard=o46&Company=7gc Bo&
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
3 Fairfield Boulevard
Wallingford,CT 06492
United States
877-765-9565
203-265-6340
Facility:Cheshire,Cr
Septic Tank Effluent Piltengi)
PL-122 PL-250 PL-525 PL-625 PL-68
[1) Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility:Evansville,IN
Septic Tank Effluent Filter Componcnts[il
A1o1-12x20 A101-12x28 A101-12x36 Aioi-8xi8 A1o1-8x26
A1o1-8x32 A1801-4x18[4] A1801-4x22[4][51 A301-12x20 A301-12x28
A301-12x36 A3o1-8x18 A,3o1-8x26 A301-8x32
(1) Septic Tank Effluent Filter Components are exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

[4] Filter cartridges Certified in ABS and PVC materials.
[5] Failure sensing and signaling equipment of this product not evaluated by NSF
Septic Tank Effluent Filters(2)(3)
A100-12x20 Al00-12x20-VC A1O0-12x2O/BALL. A100-12x28-VC AIOo-12X36-VC
Ai0o-8x18-VC Aloo-8x26-VC Aloo-8x32-VC A1800-4x18-3o142-68 A1800-4x18-VT-B35
A1800-4x18-VT-B4o A1800-4x18-VTF-B35A1800-4x18-VTF-B4o A1800-4x22-30142-68A1800-4x22-VT B35
A1800-4x22-VT-B4o A1800-4x22-VTF-B35A1800-4x22-VTF-B4o A3oo-12x2o A3oo-12x2O-VC
A3oo-12x2o/BALL A3oo-12x28-VC A3oo-12x36-VC A3oo-8x18-VC A3oo-8x26-VC
A3oo-8x32-VC A600-12x2o A600-12x2o/BALL A600-12x28-VC A600-12x36-VC
A600-8x18-VC A600-8x26-VC A600-8x32-VC
[2) Suffix VC denotes a filter cartridge with Versa-Case assembly.
[3) Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" = 0.002") Meets the full
requirements of NSF/ANSI 46-2010.
NOTE; All filters come Smartfilter ready.
Number of matching Manufacturers is
Number of matching Products is 52
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DAVID BRANTLEY& SONS PREPARED FOR D^b Brmtley h$one REVISION NO. DATE 9UHTLEYTAN(k DE-
37 Pine Ridge Rd. 37 rifle Ridge Rd Dn9Ftl Submittal ^°"' 2014
1250 ST 323
ZDinka.NNC 27597
Zebulon,NC 27597 Revision 1
DATE +
: ro rR 11,2011
Office 252-478-3721 CCRTAC ReMsm 2
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DAVID BRANTLEY& SONS PREPARED FOR` D<aa D ma<Y son, REVISION NO. DATE BRANREY TALK MOM_
37 PAn Ridge Rd. Original Sobn,lttd APr1 11,2014
37 Pine Ridge Rd. Zebulon,NC 27597 RM<ian 1 2,100 PT 346
Zebulon,NC 27597 DAZE: Ay 7 11,2014
Office 252-478-3721 CONTACT: Revision 2
Fax [phone] CORY 1NAN1IET Reesian 3 SHEET NUMBER
1inatallerognailcom
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E-Z 44.6
TREAT
Re-Circulating Synthetic Filter
E-Z Treat is a
modular system with proven
performance in residential and commercial
applications. E-Z Treat is prepackaged in a
"pod"featuring synthetic media encapsulated in
a flexible mesh container.E-Z Treat protects
sensitive watersheds through removal of
nitrogen and other constituents.

The i-Z Treat'sy‘,tem i5 a rr-cir ulafing synthetic fill er foaturing unique_rriedia and wale=
d-llvct4'irlei_ltanisrri.'Dir.!IT 1CC'ila proVidf,S an Opt irTlizr d erosyst rn It>r i lriif(3r`+T1 hlccfil+n tir iWth
t.ii,-it t5 1,{'u t i IFie adv.-tact-al tri:-atni.:rit pill c.s,,Tlti.flit dia prc.tpr_r?ie> rill_nct_the.flow 01
} lr'-I"r art Ili mc1V4 outs". ;-J`4":7i,E I. E-Z Treat offers flexible c+'7nt±qurzition oritionu for
re5ld lti3!, !ITy, :end irleti.0101.11311r;etiOi1.,trtGluding wZ.;14.T F:71.1
E-Z- TREAT
Re-Circulating Synthetic Filter
Why Choose E-Z Treat?
o Produces water reuse quality effluent
o Certified to NSF/ANSI Standards 40.245.and 350
o Proven results for over 15 years through third party field testing
o Spray nozzles maximize oxygen contact through small water droplet size
o Simple to use and suitable for wide range of applications
o Prepackaged.lightweight pod for easy installation
Applications o Synthetic media:
is biological clogging
Residential
Rests g 99 9
-Provides large,open surface area
Commercial or community -Allows free air flow
Intermittent or seasonal use Requires no media cleaning
Space constrained sites
Harsh climates
Nitrogen sensitive areas
Water Reuse `" "r'''�
•
tit as rtiek :. *t
c,... s..r..�,y s.its«:,•.: r...x:sx:.
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Engineering & Technical Specifications
E-Z T
Re-Circulating Synthetic Filter
1.Collection
Sewage flows from the home
or facility into a watertight
primary tank or chamber.
The solids settle and the
liquid effluent flows by gravity
through an effluent filter to
the system.
2.Treatment
The E-Z Treat Re-circulating
Synthetic Filter provides
Pre-assembled Pod passive biochemical treatment
through an active biofilm matrix.The styrene media is very uniform and provides
Flexible configurations ample surface area for biological growth.The styrene media contains many
voids to accommodate optimum air and liquid flow.The spray nozzles create
Multiple sizes available very small water droplet size(mist).thereby maximizing oxygen contact.
Lightweight pods 3.Dispersal
Non-clog media The re-circulation chamber contains a float ball by-pass valve and re-circulation
pump.The by-pass valve connects to the 4"return line from the E-Z Treat pod.
High level denitrification The by-pass valve allows the effluent to be constantly re-circulated through
Optimized for water reuse the styrene media.Treated effluent exits the by-pass valve and flows into a
gravity drainfleld or into a pump
chamber for dosing LPP.drip
irrigation,or other pressurized NSF Testing Performance Summary
drainfields.Effluent is suitable Parameters Effluent,Avg.
for reuse.UV disinfection may
be required. Boos z mg/i
TSS 2 mgfl
DO 3.3 mgfl
Turbidity 2 NTU
E.coll* 2 MPN/100m1
pH 6.8-7.5
Total Nitrogen Reduction 64%
*with optional UV disinfection
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Standard Model Package:
Item Description
1 STEP-20 Re-circulation Pump.1/2HP Li2 �{
2 Float By-Pass Valve
3 Control Panel
4 Styrene Media
*Septic tank effluent filter is supplied by others
I ' 4— Please Note.pump is changed to
STEP-30 1/2 hp by E-Z Treat
See pump curve and friction/TDH
' a `"4=' ' 1 .. calculations attached in this section.
sl
n ivi,w s i . 4` . 4 .
Model 600
..
...jig ' — ] sI .
i
l i L.. __,..,:i.1
'I i.
tr ®� N
•del 1200
tiff
-1
VALVE
MESSUFE
n
\' 1 • I n tq b
YEAH VAIYE" 1 rn .'
E f 4' l'
- �
) ::.,...,:„ i,
EZ . ,,, TREAT r I.-.
j

E_Z 416 111 T
Re-Circulating Synthetic Filter
installation
or
Inspection Checklist
NSFt
Models bearing the NSF mark are certified Class I
to one or more of the following standards?
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
F 2017 E-Z Treat 2-2017

Pre-construction Meet ing
P Pre-construction meeting held?
Personnel present at pre-construction meeting(check all that apply):
Owner
Builder
Engineer or Designer
Regulator
Li Installer
❑ Service Provider
Septic Tank
❑ Septic tank sized per code or certification criteria?
Li Is septic tank installed per manufacturer's requirements?
yy ❑ Does septic tank,riser(s),and access cover(s)meet applicable structural standards?
El 1/16"commercial effluent filter/screen installed on outlet?
! El Is effluent filter/screen able to be removed for cleaning?
r+ ❑ Is septic tank accessible?
O ❑ Are septic tank,risers,and access covers watertight?
O Re-circulation Tank
❑ Re-circulation tank sized per code or certification criteria?
❑ Is re-circulation tank installed per manufacturer's requirements?
Li Does re-circulation tank,riser(s),and access cover(s)meet applicable structural standards?
rt
rt.
❑ Is re-circulation tank accessible?
LI Are re-circulation tank,risers,and access covers watertight?
All piping from septic tank to re-circulation tank installed per code?
Is the by-pass valve installed in the re-circulation tank properly?
� ❑ Is the by-pass valve inlet connection from E-Z Treat pod installed properly?
n [I Is the by-pass valve outlet connection to gravity drainfield or to drainfield pump tank/basin
installed properly?
(n
Pun')',
• is pump installed per manufacturer's requirements and code?
Cl Is pump accessible and removable?
El Is quick disconnect method(union,camlock,or pitless adapter)installed?(Don't install a check valve!)
1- Is 1/8"drainage and anti-siphon hole drilled in the PVC pump supply pipe just above the discharge
end of the pump?
Is pump installed,connected,and tested?
(type,gauge and length of wire,connected using water-proof connectors and the conduit sealed-off)
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Ff:
[' Is force main been installed with pressure rated fittings/pipe and per code?
f C Are PVC fittings and pipe cleaned,primed,and glued properly?
r- t
�= , :' [ Is the force main sized according to manufacturer's recommendations?
❑ Is force main watertight?
Is the force main installed to allow for drain-back to prevent freezing of piping,if applicable?
E-Z Treat Pond
❑ Stone pad size large enough for pod to set on(6'W x 9'L x 4'H)?
Stone pad depth sufficient and leveled for pod to drain towards 4"outlet?
C Is pod leveled and sloped 1"toward the bottom outlet drain?
C' Is 4"return line to by-pass valve installed and per code?
Are PVC fittings and pipe cleaned,primed,and glued properly?
Is the return line sized according to manufacturer's recommendations?
tit
Is return line watertight?
C [ Pod lid secured and cleaned off?
a
rP
p' Soil Grading Around Pad
❑ Is area covered with suitable topsoil(free from large stones or sharp objects)around the pod?
U Is suitable topsoil packed around pod?
❑ Is suitable topsoil been lightly compacted around lid of pod to prevent settling?
V't U Is the area been seeded and straw placed on top of topsoil for stabilization?
TS
Control Panel and Electrical
rr
O Check all that apply:
z
Type of timer: ❑ Analog Digital
Elapsed Time Meter: ❑ Yes No
ett
Cycle Counter: ❑ Yes No
Panel heater: ❑ Yes No
rt
[' Is control panel installed per manufacturer's requirements and code?
[' Is a NEMA 4X junction box used for all float and pump connections?
C Are floats installed,connected,and tested?
(type,gauge and length of wire,connected using water-proof connectors,and the conduit sealed-off)
[! Is power connected per code?
(type,gauge and length of wire,and the conduit sealed-off)
E. Is conduit used between control panel and re-circulation tank?
❑ Is the re-circulation pump timer set based on the manufacturer's criteria?
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E-Z At*,IrR►EAT
Re-Circulating Synthetic Filter
Design Guide
and
Installation Manual
NSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
©2017 E-Z Treat 2-2017

TABLE OF CONTENTS
1.0 Treatment Process Overview
2.0 Design i
t i ;x 2.1 Re-circulation Tank Sizing
, 2.2 Filter Performance 2
r °' 2.3 Operating Costs 2
2.4 E-Z Treat Loading Rates 2
2.5 System Overview 3
v 2.6 Spray Manifold System 7
tp 2.7 Filter Media Mattress Material 7
N 2.8 Decentralized Design Options for Commercial,
�• Community,or Large On-site Systems 8
C 3.0 Installation Instructions 12
.1. 3.1 Pre-construction Meeting 12
M 3.2 Off Loading Treatment System 12
N 3.3 Excavating and Installing the Pod 13
7 3.4 Piping the E-Z Treat Pod Supply and Return 13
C' 3.5 Installing the By-Pass Valve 13
7 3.6 Installing the Re-circulation Pump 14
✓ 3.7 Setting Pump Control Floats 14
N
CU 4.0 Start-up 15
tf
O Appendix 1: Model 600 Configurations 18
7
3► Appendix 2: Model 1200 Configurations 20
CD
C Appendix 3: Typical Commercial Configurations 22
Ili
Appendix 4: High Strength Waste Case Study 24
I

I
I
I
1.0 Treatment Process Overview
IThe E-Z Treat Re-circulating Synthetic Filter system operates as a fixed media,packed bed filter
system.In these treatment systems,larger solids contained in the applied effluent are
retained within the media by filtration,typically in the upper level of the filter media.A bacterial
I film forms on the surface of media grains and provides for removal of soluble organic material
and small colloidal matter by absorption by the bacteria in the film.Decomposition of the
absorbed material occurs during rest periods in the filter,when there is no application of
I effluent.The organic material becomes an energy source for the bacteria to maintain them-
selves and produce new cells.Over time,as the filter matures,the film layer forms through-
out the depth of the filter media and by-products of the biological process pass out of the fil-
ter.Re-circulation of the water leaving the filter back through the filter surface provides for
I additional treatment by the bacteria in the media bed,as well as a mechanism for moving par-
tially decomposed organic materials,bacterial waste products and other debris from the fil-
ter.This keeps the pore spaces within the media from clogging.Treatment using recirculating
e
Mmedia filtration systems is generally an aerobic process and re-aeration of the media,which
I to occurs during the resting(non-dosing)periods,is essential for proper treatment.
to
M
Table 1 Recommended System& Re-circulation Chamber
C Sizes for Residential Applications
�.d Design OOstgn Minimum g^.-rC•rr 'Nurrncc2fnt(Jrritg 'L-
CD blay: stprr ,,,
I DJ
Many types of media are z anf S�i,i ��. btatl€�i fi It ;1ode1 ,2Go_,>
Q.
used in packed bed filters. 300 750 300 1 •
Washed,graded sand j 400 750 400 1 1
M was the most common. 500 900 500 1 1
I H Other granular media 600 900 800 1 1
IL Other
include crushed 700 j 1000 700 1
glass,garnet,anthracite, 800 1000 800 2 1
etplastic,expanded clay, 900 1500 900 2 1
�' expanded shale,open-cell 1000 1504 1000 2
foam,extruded poly- 900
1500 1100 2 1
styrene,and bottom ash I 1200 2000 1200 2 t
1300 I 2000 1300 2 1
II CO
from coal-fired power
plants. 1400 200D L 1400 2 1
!v Notsi:
l) 1.Tank sizing are not exact and may vary(+or—10%)based on availability of locally
— Media characteristics produced tanks.
I Can limit the number of 2.For seasonal or intermittent use applications,please contact us for design guidance.
doses possible.Media
re-aeration must occur
I between doses.As the
effective size of the media decreases,the 2.1 Re-circulation Tank Sizing
time for drainage and re-aeration of the
media increases.The BOD5 loading should For single-family home systems,the re-
I decrease with decreasing effective size circulation tank is typically sized to be equal
of the sand. to 0.75 to 1 times the design peak daily flow.
I
ICall 703.753.4770 or visit eztreat.net ©2017 E-Z Treat =
I

I
I
2.2 ' .
I When treating domestic strength sewage Table 2
(300 mg/I BOD5 or less)up to the design flows NSF Testing Performance Summary
and loads,a properly maintained E-Z TreatilVct ;P I
I Re-circulating Synthetic Filter will typically
perform better than the 30-day average 2 mg/l
requirements of NSF Standard 40 Class 1 TSS 2 mgA
(25 mg/I CBOD5 and 30 mg/I TSS). DO 3.3 mg/l
I
2 NTU
Reductions in the CBOD5 and suspended TurbidityE ' 2 6 8N!?05m1
pH
solids(TSS)influent concentrations will be Total Nitrogen Reduction 645.
attained within a few weeks of commissioning
I
"with optional UV disinfection
b and shoulde consistently achieved over the
lifetime of the styrene media.
I
to CBOD5 and suspended solids(TSS)treatment
performance in the styrene media is not
�• subject to significant variation with ambient
M air temperature fluctuations.
C
0
fD 2.3 Operating Costs 2.4 E-Z Treat Loading Rates
I 01
M Power costs for pumping at 3 to 4 kWh/day In accordance with the EPA Design Guidelines
Q. are in the range of$9 to$12/month. and field testing of the E-Z Treat Re-circulating
M Synthetic Filter Model 600 can be continuously
I
i3) The E-Z Treat Re-circulating Synthetic Filter loaded at 750 GPD and 2Ib BOD.Model 1200
r+
N system incorporates technology resulting can be continuously loaded at 1400 GPD and
from years of independent research in 4 lb BOD.EPA research and testing has
5. re-circulation sand bio-filtration.Our system proven that system designs,such as the E-Z
�� applies each area of this technology in a pre- Treat Re-circulating Synthetic Filter system, 1
J packaged system.This ensures consistent will produce a high quality effluent at loading
X field performance in reducing BOD,TSS and rates in excess of 25 gal/ft2/day.
DI Total Nitrogen.The system addresses media
M size and composition,drainage and ventilation,
C optimum dosing cycles per hour,depth of
DJ
I filter media, pre-treatment of effluent,
pre-filtering of effluent to ensure particle size,
even distribution of effluent over the media,
and piping design that optimize treatment
I
within the system.
I
I
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I
I
I
2.5 System Overview
I Prior to entering the re-circulating pump tank the pod.The float by-pass valve maintains a
the effluent will be treated in an anaerobic constant liquid volume in the re-circulation
chamber fitted with an effluent filter;this tank.The float by-pass valve allows the
I filter should remove any solids greater than 1/16".The second chamber will be a effluent to be constantly re-circulated through
the synthetic filter discharging only the daily
re-circulation chamber fitted with a float ball forward flow volume after it has passed
by-pass valve and re-circulation pump.The through the pod.In designs using an external
I float ball by-pass valve connects,inside the splitter box the float by-pass valve would be
} re-circulation tank,to the 4"return line from eliminated from the re-circulation chamber.
� �
I
v
I mtA
~-~._�
Standard Model 600 Package:
1.0-� ;Item Description
II 1 Model 600 Pod
C 2 STEP-20 Re circulation Pump,1/2 HP
Q-. I 3 I Float By-Pass Valve
(Cr = 4 I Control Panel
I
03 5 L Septic Tank Effluent Filter(supplied by others)
0
IIVI
IV
Recirculation Pump is changed
to STEP 30 1/2 hp by E-Z Treat
LT 1 k Please see the pump curve and
rt.I , friction/1 DH calculations provided
by E-Z Treat
a,
C
co
I
I
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I
I
STEP-20 Re-circulation Pump Recirculation Pump is changed
to STEP 30 1/2 hp by E-Z Treat
I Please see the pump curve and
friction/TDH calculations provided
Table 3 Pump Specifications by E-Z Treat
Shell Stainless steel
Discharge 10,20 and 30 GPM models:fiberglass-reinforced thermoplastic; 50 GPM models:stainless steel
Discharge Bearing Nylatront
IImpellers Delrin'
Diffusers Polycarbonate
416..,. . ,‘ Suction Caps Polycarbonate with stainless steel wear ring
I Thrust Pads Proprietary specification
Shaft and Coupling Stainless steel 300 grade
v Intake Fiberglass-reinforced thermoplastic
I m Intake Screen Polypropylene
V1 Jacketed Cord 300 volt"SOOW"jacketed 10"leads(2-wire with ground);optional 20",30",50"and 100"lengths available
3 Detrir is a registered trademark of E.I.Dupont de Nemours&Company
^ Nylatrone is a registered trademark of Polymer Corporation
1 Y! S.T.E.P.Plus®is a registered trademark of Pentair Water
C In order to provide the best products possible,specifications ar subject to change.
a
CD
III su
M iii
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In
Table 4 Pump Performance—20 GPM
Capacity Liters per Minute i
N 0 25 50 75 100 -
300 r-
I
Q -80
.::
250 CD
2OO —60
150 I
18
3 —40 =
o m a"
—20 I `
100 I—
I 50
I0 10 20 30
Capacity Gallons per Minute ``"
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E-Z Treat Float Bali By-Pass Valve
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I pU E-Z Treat Re-circulation Pump Control
Model EZ SR-12
CL dui
tri
NOTE:Panel model&manufacture may vary. .�," '
Panel to be provided by E-Z Treat -.0 r al!Pk
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I Re-circulation pump power source terminals T1&T2 j...,,,, '''.5 ": vir4g- - etj,
tar
..,... . .
,i.
High Level Alarm(top float)connects to terminals#5 and 6
I
Low Level Alarm(bottom float)connects to terminals#1 and 2
Wide Angle Pump ON &"OFF timer activation(middle float)terminals#3 and 4
I
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I

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E-Z Treat Re-circulation Pump Control NOTE:Panel model&manufacture may vary
IModel EZ SR-12 Panel to be provided by E-Z Treat
to
E-Z TREAT
yy , trONTROLfALARf1.
-� - -� 115V/IPH/6OHz
lT) LEVEL IIII
ii r � 10AMP MIN. PROTECTION
NeEsat' t »-wt uoo j
(SPo L n W a Cal PUMP
AlA -n Ill I
� 1 42V
IL2t �_ .- 1PH/6O
2OAMP MIN.PROTECTION ECTION
_
p IIA MOTOR RATING
S 715V/ I 1W mn 1T MAP 7 230V/1PH/`N.p/1bA,"° TT2 1 pp,
uri a 12 '
I 0 �1* o
TB1
1
L.r TR1 a
-- .....,..a.
2 EXAMPLE: TIMER.SHOWN SET FOR 10 m%n.
Q. NISI 1-1 1141 RUN WE EVERY 2hra.
(Qi i
y ¢ GAD TO SET THE TIMER,USE A SCREWDRIVER TO
4 5 CHANCE TIMER INCREMENTS(hnmTndee)UNIX
S THE DESIRED INCREMENT is DISPLAYED IN WINDOW
ABOVE 1HE"0N'h"OFF'ADJUSTMENT SCREWS.
DIE THE
a Q OWESTL(O-1t2E1O THB NIGNEST(CAN BE RO)RANDS
w G^�' BY AD.LLL;TING LOWER LITT AIS,RISIUFaIT
SCREW.SELECT AS SMALL A RANGE AS PascIBI_E
Q- THAT VAL1.ALLOW'OW AND'OFF"IDLES TO BE
N DI HIGH LEVEL CONTAINED WITHVN IT.USE THE LARGE DIAL(green
�.�. QO, pointer)TO SET THE'OFF"TIME.AND THE SMALL
DIAL(red polnlor)TO SET THE'ON'ME.171E
st
CT GREER INDICATOR WLt UCHT eURUNC INS'orr
= • PERIOD. THE RED INDICATOR N1LL LIGHT DURING
I
pj 4 -THE". PERIOD.
ef
•••OFF/TIMER ENABLE
Q SEE NOTES 3 & 4 TORQUE SETTING'S
••+REDUNDANT OFF
LOW LEVEL ALARM
Jolliet TERMINALS: MIRE SIZE: TORQUE:
Pt, 1LI,iL2 A-14awq AS in-Ihz
CU
3-4" TETHERITt, 1T2 tO-76owq 22 In-Ibs
_ P2 8-22owq 18-$D In-Iba
1 7B1 1-4 ID-22owg Z-8 In-Ibc
MG "
C 7-B in^!b•AMR94
111 730V/IFIV hp/16A 010X
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2.6 Spray Manifold System
ITo maximize the effectiveness of every
cubic inch of the media material,the
Model 600 employs a spray manifold SWIMS!VALVE
I with 8 evenly spaced wide-angle spray 1!
nozzles and Model 1200 employs 111401/4 GAUGE.\ J } t
•
�y
12 nozzles.The nozzles are plastic i'6AUYAlYt
construction with a free passage of i 4
0.0625"in diameter;this large I g l
passage helps prevent nozzle clogging i;
while maintaining a consistent misting • " f i I
k spray.The manifold is assembled i '
I with a pressure gauge and valves \ I
allowing for flow rate adjustments.
v Model 1200 SrEAY NOM
IN 2.7 Filter Media Mattress Material
tO
= The E-Z Treat Re-circulating Synthetic Filter
IC) system employs a manufactured synthetic
C media which is encapsulated in a mattress
Q. like container.The mattress is fabricated from
fD a non-biodegradable;chemically resistant,
' = loose weave polypropylene material with a ...........----•
weave pattern at 90 degree intersections »»�'�� --»�'�����°���»»»-.
CL creating 0.078 square openings allowing
CUVI
effluent and air to flow freely while containing
' the media material. Polypropylene Mattress Material
e'r
tl}
ME? This media is very uniform and provides ample
I
_0 surface area for biological growth.The media
Q° also has enough voids to accommodate good
air and liquid flow.These void spaces also °
I ?.J. allow the passage of very small solids that '
ty would clog many filters.The media is very
lightweight making it resistant to compaction
C which can lead to poor air and liquid flows,a
problem that plagues many media filters.
Styrene Media
The media consists of lightweight,non-
biodegradable plastic spheres.
I
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2.8 Decentralized Design Options for Commercial,Community,or Large On-site Systems
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Ii , BIG-EZ4L
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- BIG-EZ 3L : �t-- : : or-F----0----
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1"SUPPLY LINEr
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Ia)'i+f 4" 'ETURN LINE
3 BIG-EZ 4L - I
II •
:i 1 11/2 MANIFOLD
1 1/2`SUPPLY LINE
Ii'''"-.. u „ u , - u1 - U
I4"RETURN LINE
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IB -EZ 5L.
I �-i 7 .7� . iii 11-11 CiiIw■ F _ IIIMAN,1/2"
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Neil ii.
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1011111111111111111111,---,----•--- uniuii
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U � ' U Lrl L LJ U " U " U
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_ _ _ _ _ _
. _
I4"RETURN LINE
1
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I C Golf Club (Haymarket.VA.) Effluent Dispersal Method: Low Pressure Pipe
This system was installed at the club Daily Flow: 20,000 GPD
Q. Treated Effluent Parameters: BOD5:10 mgl
m in 2009.
TSS: 10 mgl I
TN: 20 mg/1
Q.
MIMI
i =
UV
�k' Sty "'
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1 Residential Cluster (Lake James.NC) Effluent Dispersal Method: Infiltrator Chambers
This system services a lake side complex Daily Flow: 25,000 GPD
consisting of single family homes,apartments. Treated Effluent Parameters: BOD5:10 mgl
T
community center and swimming pool. - 10 mgl
TNN: 20 mg/1
1
1
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111
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C Motor Home Park (Smokey Mountains) Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 30,000 GPD
0. Treated Effluent Parameters: BOD5:10 mgl
TSS: 10 mgl
TN: >60%
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3.0 Installation Instructions
IE-Z Treat Company or its representative will conduct on-site training with each installer before
they are certified to install E-Z Treat systems.The training will include instruction on proper
site prep,locating pod,equipment handling,excavation,pod placement,piping,wiring and
I
start up of the E-Z Treat system.Annual classroom training will be a requirement for installers
to maintain their certification.As a condition of E-Z Treat certification,contractors must have
proper state and local licenses and appropriate insurance policies.E-Z Treat distributors will
I only sell or authorize installations by E-Z Treat certified installers.
The E-Z Treatment pod will ship pre-assembled,requiring only field piping of the pod supply line
and discharge line,installing the re-circulation pump,4"float by-pass valve and the re-circulation
I
r? control.When installing the E-Z Treat system the order of components installation is not
critical and each segment can be installed independently.
1IA3.1 Pre-construction Meeting 3.2 Off Loading Treatment System
ICJ�
= A pre-construction meeting is recommended The E-Z Treat Re-circulation Synthetic Filter
IC) before any construction commences.This
meeting is an opportunity for the owner, pod is injection molded polyethylene weighing
E. about 300 pounds.Because of the relative light
0. builder,engineer/designer,local regulatory weight and toughness of the material,special
M agencies,service provider and installer to handling is not required.Two people can easily
I CO
Ct clarify property lines,building location,system unload the pod.If machinery is used to off load
sy location,power sources,drainage areas,final the pod or transport it to the excavated hole;
site grading and answer general questions. nylon straps,chains or cables used to lift the
I CUCU pod should be in good condition and rated for
at least 1000 pounds.There circulation pump
and control will be shipped in factory sealed
y cardboard box,these items are not fragile but
I
0; should be handled with reasonable care not
O dropped or thrown.
3
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=
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I3.3 Excavating and Installing the Pod
' The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
located above the seasonal high water table,
I this will protect the pod from floating and
prevent surface water infiltration.
•:uW • Excavate a hole approximately
1 ED 6'Wx9'Lx4'H. f
1'
Place 3/4"to 1"stone or equal to a height of
4"in the bottom of the excavation forming
I
a level base for the pod to set,this will
prevent settling of the pod and allow for j
leveling of the pod. 1
' `° _COI
tO _ `�
Backfill the pod with clean fill soil,free of
rocks and foreign material.Do not compact Model 600 Pod 4'Outlet
the fill,allow the soil to settle naturally.
IC Once the pod is placed in the excavation
C. adjust the pod to slope 1"toward the 4"
N PVC outlet this assure proper drainage.
i
M
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3.4 Piping the E-Z Treat Pod Supply
I V► and Return
r
a
Once the pod is placed and leveled,
LU
. connect 4"PVC pipe between the outlet
I
�' of the pod and the by-pass valve located _
in the re circulation tank. t ' ' Weir
Attach 1"PVC supply line between the 1" !
inlet on the pod and the re-circulation pump.
1111
C t
al
Float Ball 1
3.5 Installing the By-Pass Valve
The by-pass valve is located in the re-circu-
lation tank and one side is connected to the I •
b."
4"PVC drain line coming from the pod and rI
the other side is connected to the 4"PVC
effluent discharge line or into the effluent
I'I I pump tank.
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3.6 Installing the Re-circulation Pump
I Connect the 1"PVC pipe between the inlet of
the pod and the re-circulation pump.
1/8"Hole
I Always provide a quick disconnect device for
removing the pump,this can be accomplished
with a union,camlock coupler or pitless
adapter.
x
IDO NOT install a check valve in the pump '_
supply line this will prevent the supply line to
,-- I
the pod spray manifold from draining and
may cause freezing.
Q To ensure complete drainage of the spray l t
M manifold drill an 1/8"hole in the PVC pump
I
IA
_ supply pipe just above the discharge end of j
�" the pump.
m
C
3.7 Setting Pump Control Floats(see page 6)
0.
tD
CCL The control panel will come with three liquid
level floats:
Float Settings
= 1.Low Level Alarm Float protects the
I
rt pump from run dry damage by turning
off the pump and sound an audible
and visual alarm.Set float to activate r-
0 if the effluent level drops to 4"above Hegel
0' the pump intake. Float
X 2.Timer Enable Float activates the 60%
I
alpump run time and assures the pump Liquid Level
only runs when there is sufficient Wide Angle
Float "
effluent in the re circulation tank.Set _
float to activate when effluent level in
Ithe recirculation tank is filled to 50%. _ j
3. High Level Alarm Float will sound an Low Leval
audible and visual alarm when the Alarm Float
I effluent in the re-circulation tank is 4"above pump inlet
too high.Set float to activate when
the effluent level in the in the re- j
I circulation tank is level with the top
of the by-pass valve.
4 _
i
I 1 1.
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4.0 Start-up
I
Flush the Spray Manifold
Septic Tank and Re-circulation Tank 1.At initial system start-up,remove the end
The septic and re-circulation tank shall be caps from the spray manifold.Operate the
I
inspected prior to start up to: re-circulation pump by turning the pump
control to the"HAND-ON"position.Let
1.Verify the lid and riser assemblies are the pump run for one minute then turn the
watertight.Check for any damaged,water pump control to the"OFF"position repeat
I weeping marks,holes or cracks.The sys this procedure three times to flush any
tern must remain watertight to perform construction debris such as dirt or pipe
properly. shavings from the spray manifold.Replace
the end caps hand tight—do not use
I
2.Inspect the outlet effluent filter installation wrenches or pliers.Re-set the pump con-
to insure it is installed in accordance with trol selector switch to the"AUTO"position.
the effluent filter manufacturer's specifi-
I
fD cations. 2.Using the ball valve located in the manifold
Vi
supply line adjust the manifold pressure to
LE3.Inspect the liquid level in the recirculation 20 to 25 PSI.
= tank,the liquid should be sufficient to
activate the Timer Enable Float. 3.Observe the system as it re-circulates.
IC)
Visually verify all liquids flows freely
C 4.Inspect the location of the float controls. through the system.
L1 They should be securely attached to the
tD float bracket,free to float without Setting the Re-circulation Pump Control
0) obstructions and the location of the floats 1.Check the functions of the E-Z Treat
ashould correspond with the float diagram Re-circulating Synthetic Filter control panel.
on page 10.
Control:Main Control"ON/OFF"switch
ef
CV Power Supply Function:Turns power ON or OFF
1.Verify the main power supply to the re- Control:System Setting Switch
circulation panel has properly sized "MANUAL ON"and"AUTO ON"
I
r'f' breakers,the proper voltage and is Function:"MANUAL ON"overrides all float
d• installed in protection water tight conduit. switches and time clock switches."AUTO ON"
allows for normal operations dictated by the
3 2.Check the voltage and motor amp draw.If time clock and float switches.
I C the readings are beyond the limits speci-
Oi
fied on the pump have an electrician check Control:Timer the main service line feeding the system "MINUTES ON"and"MINUTES OFF"
control panel. Function:Controls run time of re-circulation
I
By-Pass Valve pump i.e.GPD re-circulated through media
Control:High and Low Water Alarm"ALARM ON",
1.Verify the main power supply to the re- "ALARM AUTO"and"ALARM SILENCE"
I
circulation panel has properly sized Function:"ALARM ON"will manually turn on
breakers,the proper voltage and is the audio/visual alarms."ALARM AUTO"is the
installed in protection water tight conduit. normal operational setting and"ALARM SILENCE"
2.Check the voltage and motor amp draw.If turns off the alarms.
Ithe readings are beyond the limits specified 2.Check re-circulation pump.Place the system
on the pump have an electrician check in the manual mode by turning the re-circu-
the main service line feeding the system lation pump switch to"ON".The re-circula-
control panel. tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
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Control Panel/Pumps/Alarms
1.Place the system in the normal operating 4.Verify the floats are operational by manually
I mode by turning the re-circulation pump raising and lowering the floats to simulate
switch to"AUTO".Verify the timer the systems normal operation.Verify proper
ON/OFF set the ON/OFF time to match operation of "High Level Float"by lifting
I Table 5 below. the float while the system timer is in the
"OFF"time mode,the re-circulation pump
2.Verify the accuracy of the system ON/OFF should turn on over riding the"OFF"timer,
Timer.To accomplish this use a stop the Visual and Audible alarms should
1 watch and verify the length of time the activate.Return the float to its normal
re-circulation pump is OFF then verify the position the re-circulation pump will turn
time the re-circulation pump Is ON.Those off.Reset the alarms and manually lower
times should match the ON/OFF TimerI the"Low Water Float"with timer in the
settings in the control panel. "ON"mode,the re-circulation pump will
3.Confirm the operation of the visual and turn off and the visual/audible alarms will
0 audible"HIGH"and"LOW"water alarms. activate.Return the float to the normal
• fAth
The control has an alarm switch clearly position and the re-circulation pump will
marked Alarm"ON",Alarm"AUTO"and run.Reset the Alarms.
�• Alarm"SILENCE".Place the Alarm Switch
� 5.Verify all control breakers are in the"ON"
in the"ON"position,you will hear a loud position and all control switches are in
C buzzer and see a red flashing light.Move the"AUTO"position before closing and
0. the switch to the Alarm" SILENCE" securing the system.
m position the red light and buzzer will go
I CIS
dormant.Once the alarms have been
triggered return all settings to their
Q. original position of Alarm"AUTO"
I 7
rP
d
a Table 5 Timer Settings
t.W5.ign Minimum ftt rur 7itntr�rlhnr
rte.,. 1%P 1!.. It'll-
M 1 1 , Tail.Slzr: VI'. sal; Modrl 600 htc ul t200
3 " M _ -.,. V'r,iji h1,!?'lf'i . 1.` i w' _ ii 1if"
I al
300 750 300 2.5 24 2.5 39
400 750 400 2.5 20 2.5 28
C a 500 900 500 2.5 16 2.5 22
600 900 I 600 2.5 14 2.5 18
I 700 1000 700 2.5 21 2.5 15
800 1000 800 2.5 18 2.5 13
900 1500 900 2.5 15 2.5 11
I 1000 1500 1000 2.5 13 2.5 9
1100 1500 1100 2.5 12 2.5 8
1200 2000 _ 1200 2.5 10 2.5 7.5
Note:Tank sizing are not exact and may vary(+or-10%)based on availability of Iocafy produced tanks.
I
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Re-circulation Pump Timer
I
Window will display OFF"SEC","MIN"or"RR",
Light will bum Green to indicate Re-circulation Pump is OFF Rotate OFF saew until"MIN"appears in window.
I
Light will burn RED to indicate s OFF screw displays
Re-circulation Pump is ON. f 15 fi seconds,minutes or hours.
10 20
Rotate dial to desired minutes ON.--- ``
tit
0 30 -
Window will display ON
f?x;" "SEC","MIN"or`HR".
M ON 3 Rotate ON screw until
Clock face screw will change •} "MIN"appears in window.
Q. the clock face from a maximum .,.,r,, F,-t t;
a0 time of 1.5 units to a maximum
of 30 units.Always set the clock face to 30.
ON screw displays seconds,minutes or hours,
Q.
Rotate dial to desired minutes OFF.
N
Pt"
0
a
al
I
al
N
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NOTE:Please refer to drawings for site
Appendix 1 Model 600 Typical Configurations configurations.
Note:Not a complete library of possible configurations.Contact E-Z Treat for more information.
1-Pod/2-Tank with Simplex Timed Dose Re-circulation Pump
r
} ..- -1_ ,I��� �........ a-
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in r* 2-Pod/2-Tank with Simplex Timed Dose Re-circulation Pump
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r- ii-2711 - -.'"". 1 tri cir',11TV,VIALET.
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1
•od/3-Tank with Simplex Timed Dose Re-circulation Pump
saaw er vex..
: '' 'M 1 L....ma:-SI T,-... ,;---,-ii Et. , - .,,- ,
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A •endix 2 Model 1200 Typical Configurations
Note of a complete library of possible configurations.Contact E-Z Treat for more information.
1-Pod 2-Tank with Simplex Timed Dose Re-circulation Pump
,, ,
.,+. _'--�•+ate'� —— __ - s ..
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Pod/3-Tank with Duplex Timed Dose Re-circulation Pumps
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��Ti`j"Y� ''+ 1 ilk 1- 1 1
`i, ,Maid- a�'�i� .,�,... wF _�;'. ____ -I W.I
>v ._--
-.
= o 'i_ t: t as- ---_,I111
01
_fi
O�
D
3
ill
C.
v
i
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1

Appendix 3 Typical Commercial Configurations
Note:Not a complete library of possible configurations.Contact E-Z Treat for more information.
Model 600 4-Pod/4-Tank with Duplex Timed Dose Re-circulation Pumps
w c —
e
--_ .--_ -
m
CD r r
_�/s-sar�t Ali- ' �i
! F,
lit -L -- e .3R+r{ +
, !ri
iij
fD ®. r—' } 5 t �1 ►
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1
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} IfF
�r1 1 i � ik,,,- i { I� J L J 11 11 I '
-
.rr 1
jr
rp
co
ram.. � 1
tA
l
rf Model 1200 2-Pod/4-Tank with Duplex Timed Dose Re-circulation Pumps
�� .
3 .. �arti**W ycJ
gmr
_ i 17- Vb4i
E..
i
. p —, f II 0,1"gq - i1 i
11. Q16 1
�g .. -
I Miliel
rt'. '1 w:' eM i.. ' rw 1 . � I ,lir-r. a.._c �.'
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1 C >W3 I .-
._ dam- Raw �• i.,
-_
'�—� 7/ems.�, 01,:v. ..:..
n
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,-,
r,
x
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a
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0 ? 11 --(---" , ,, 0- li, 3
10
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I
Appendix 4 High Strength Waste Case Study
Below are the test results of E-Z Treat Re-Circulating Synthetic Filter system in a high strength
waste application.This was a repair of a failed High Strength Aerobic Treatment Unit at a
restaurant.The effluent from the ATU plugged the drip field and the tubing had to be replaced.
I The health department required the effluent to achieve residential strength quality before
dispersal to the subsurface drip tubing.The solution was to install two Model 1200 pods.The
state required monthly testing the first six months and annual testing thereafter.The average
daily flow is 1,500 GPD.The system has been operation since 2009 and the media has not
Ibeen replaced or cleaned.
Table 6 BOD Loading
v "Pa`rameter E e t` J
(p Daily Flow 1,500
V1 Influent BOD loading 1900 mg/l
li e 1 Influent BOO mass load , 24 lbs/day
M 1 BOD mass load per pod j 12 Ibslday
C
Table 7 Commercial Test Results(sample restaurant)
t;D
su r.nir- i_nflucn1 Z. uer�I ': lffiuoni if#Iaent
God "Had Redudiion TSS TSS Reduction
0.
tn 7/9/2009 ! 2100 25 98.8 lr 2670 33 98.8
0 Oi ' 7/16/2009 l 2050 50 97.6 ;1 3640 32 99.1
fll 18/13/2009 ;, 2080 j 27 1 98.7 i' 2550 39 98.5
9/17/2009 '.': 2030 21 99.0 II 1670 32 i 98.1
el: ;10/27/2009 2050 58 97.2 1! 1100 ! 75 93.2
11/19/2009 i 2050 32 i 98 4 i; 4080 i 58 98 6
I 12/17/2009' 1050 14 I 98.7 � 385 _58 84 9
3 �.- AVG I 1916 F 32 _ j 98% 2299 47 96%
01
= Influent sample location:First septic tank outlet
C Effluent sample location:E-Z Treat outfal
Note:System repairs completed by 7/9/2009
as
is, 1
I
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1

1
4---;�i•a _ Pump discharge tank BEFORE the repair of
/r a High Strength Aerobic Treatment Unit at
a restaurant metered forward flow average
r ‘ of 1,500 GPD.
(r
k
, . 4 4,
, .li -::::-- 4''''''''- - : ,*-
...: .' '
in • •
�• Sample pulled from the I" •
discharge side of the t t' itHigh Strength Aerobic 7 46 ,I'l `
0 Treatment Unit.
a
m
a
7
CI.
3
cn
dPump discharge tank AFTER the repair of a
High Strength Aerobic Treatment Unit using
a1 two Model 1200 pods metered forward flow
Pt
0
average of 1,500 GPD.
-
•• i•
�. yc
{7 4\'
u�
Sample of treated 4-' s t`'
effluent pulled from Ste-
the discharge side of I
the Model 1200 pods.
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E-Z SEAT
PO Box 176
Haymarket,Virginia 20168
T 703.753,4770
F 571.248.8837
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02017 E-Z Treat 2-2017

Re-Circulating Synthetic Filter
uv
Installation and
Maintenance
Guide
Note:Installation Only
Maintenance is in O&M Section
NSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
cI2017E-ZTreat 2-2017

TABLE OF CONTENTS
1.o UV Light System Installation 1
2.0 UV Light System Maintenance 2
Appendix 1:E-Z Treat UV System Configurations 3
Appendix 2:NSF Test Data 4
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7
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Installation 1.0 UV Li9 Y ht System
The E-Z Set UV system is shipped as three components,the UV housing,the UV lamps and the
UV lamp control panel
1.The PVC inlet and outlet on the dual bulb 3.The UV lamps should be wiped clean in
UV housing are reversible,allowing flow in accordance with the cleaning instructions
either direction.The inlet of the single bulb and inspected for cracks or chips prior to
configuration is the 4"hub and the outlet is installing the lamps into the UV housing.
LN the 2"hub,The inlet and outlet will accept
any Schedule 40 or Schedule 80 PVC pipe 4.Once the inlet and outlet connections to
or locally approved water tight pipe con- the UV housing are complete,insert the
nection.The housing must be installed so UV lamp assemblies into the UV housing.
the UV lamps are in the vertical position. Caution:UV lamp housing connections
C should be hand-tightened.DO NOT use
2.UV lamp control panel can be installed wrenches,pliers,or other tools to tighten.
indoors or outdoors.The panel msut be
in secured in a manner that is consistent with 5.Fill UV housing with water/effluent before
rF local regulations.The UV lamp control applying power to the UV lamps.
CV
requires a dedicated 120 volt power source
lU that complies with local electrical codes. 6.Turn power"ON"to the UV system.
rt.
ON=lb
G)
C
Cl.
fD
Table 1
NSF Testing Performance Summary
BODS 2 mgfl
TSS 2 mg/I
DO 3.3 mg/I
Turbidity 2 NTU
E.coli 2 MPN/100m1
pH 6.8-7.5
E Z Treat UV System Total Nitrogen Reduction 64%
`wive uptlonel LA;dis,nfedlon
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Appendix 1 E-Z Treat UV System Configurations
.• 1 rweu CAP
s f 4`eSUR PRE 1
t To GRADE foe r 4
ounEr.�
_ a /4•user 111
ID OP%
I I
it Model101
11 Single Lamp
il
C _i `
" \`W LAMP
C KIN a i
IA
rt
CD
,,•• -! ro Gum
0 IiIN y ea
4"OUTLET,. INN Mil f INLETC) I i I►J 1I
C I REPLKVCORitc&sn1VE /4"Wm CAP
aSLEEVE�
tti
I s
Model 102
i
Dual Lamp
. I UV LAMP 1.111 MOM UV LAMP
I t L. II\
4"RISER PIPE
AIM MIMI TO GRADE
N N Pi 1
in. EL Via
3400 I 10111111
i fill aiw INN
IPAPIIIrt 0/
Model 404
4"WELL CAP i P Two Dual Lamps in Series
UV LAMP 1-3411 VI EEC ,
dims 0:11 a
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L

1
Appendix 2 NSF Test Data
Table 2 Table 3
NSF Testing Pathogen Performance Testing NSF Testing Pathogen Performance Summary
,'r, Wk.i 1� Frfi rr,u F Ali Oast• Infkfeitt E cot, Etfttileta1 F ,_0111
10/21/13 980,000 *Man 517;QOD 1.0
t 1 Min E 'hfi 1.0
CAP 10/23/13 687,000 <1.0 Ma ,:1_. ,, 4.1
10/25/13 1,610,000 <1.1 ! Avg ".: 1.0
10/28/13 5,840,000 <1.1 ! Std r:cv t.-c
10/30/13 1,720,000 <1.0
11/1/13 816,000 <1.0
11/4/13 435,000 <1.0
11/6/13 816,000 <1.0
C- 11/8/13 921,000 <1.0
11/11/13 816,000 <1.1
MOM 11/13/13 770,000 <1.0
M 11/15/13 579,000 <1.0
N 11/18/13 1,990,000 3,1
OJ 11/20/13 1,050,000 1.0
a! 11/22/13 1,550,000 1,0
al 11/25/13 770,000 <1.1
Pf 11/26/13 411,000 <1.0
O� 11/27/13 613,600 <1.0
3 12/2/13 461,000 <1.0
12/4/13 1,300,000 <1.0
0 12/11/13 411,000 <1.0
C 12/13/13 517,000 <1.0
Q. 12/16/13 687,000 <1.1
(1) 12/18/13 387,000 <1.0
' 12/20/13 548,000 1.0
12/23/13 579,000 <1.0
12/27/13 517,000 <1.0
12/30/13 387,000 <1.0
1/1/14 260,000 <1.0
1/3/14 1,200,000 <1.0
1/6/14 127,000 <1.0
1/8/14 387,000 <1.0
1/10/14 156,000 1.0
1/13/14 345,000 1.0
1/15/14 210,000 2.0
1/17/14 102,000 <1.0
1/20/14 62,700 <1.0
1/22/14 158,000 <1.0
1/24/14 81,600 <1.0
1/27/14 161,000 <1.0
1/29/14 326,000 <1.0
1/31/14 8co.t$0. <1.0 ,
2/3/14 1 8.55 NO <1.0
2/5/14 4s1,000 41
2/10/14 357,(90 <1,0 .
2/12/14 161 pep <1.0 ,
_.I•;'a 4111100 <iA
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EZ ^ i TREAT
PO Box 176
Haymarket,Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
C2017 E-Z Treat 2-2017

Recirculation Pump
STA-RITE® ST.E.P Plus Series
4" high-head multi-stage submersible effluent pumps
The STEP Plus 4"submersible filtered FEATURES
effluent pumps in 10,20,30 and 50 GPM proven"Floating Impeller"Staging
models offer dependable performance System-Incorporates 1st-in-class
and value for high pressure filtered performance,sand handling and thrust
effluent applications, management staging system with the
These STEP Plus pumps will handle industry exclusive"dry-run"design
element.Reinforced engineered composites
'dry run"conditions. and stainless steel,offering high resistance
The 10,20,30 and 50 GPM are industry to corrosion and abrasion.
standard 3-3/4"In diameter. Discharge-Tested-tough,fiberglass-
reinforced thermoplastic,with proven
APPLICATIONS internal check valve.Large wrench flats and
Filtered Effluent... _ rc•_to r ; rope hole.
commercial,and agr vi! 1; Shelt-Stainless steel pump shell offers
high corrosion resistance.
SPECIFICATIONS Shaft-Hexagonal 3/B",300 grade stainless
Shell-Stainless steel steel pump shaft;offers generous impeller
Discharge- drive surfaces.
10,20 and 30 GPM models: Shaft Bearing-Exclusive self-
fiberglass-reinforced thermoplastic; lubricating Nylatron bearing resists wear
50 GPM models:stainless steel surface from sand.
Discharge Bearing-Nylatron' Motor Bracket-Tested-tough,fiberglass-
Impellers-Engineered composite reinforced thermoplastic;incorporates an
Diffusers-Engineered composite
integral suction screen.
Suction Caps-Engineered composite with
stainless steel
wear ring
Thrust Pads-Proprietary spec.
Shaft and coupling-Stainless steel 300
grade
Intake-Engineered composite
Intake Screen-Polypropylene
SS® Jacketed Cord-600 Volt"SODW"
c us or 300 Volt-SJOW"jacketed 10'leads
(2-wire with ground);optional 20',30',50'
and 100'lengths available
In order to provide the best products possible,specifications are subject to change.
00 PENTAIR t S11411WS

Recirculation Pump
STA-RITE® ST.E.P Pius Series
4" high-head multi-stage submersible effluent pumps
ORDERING INFORMATION
CATALOG MAX.LOAD PHASE/ CORD '
NUMBER HP STAGES AMPS VOLTS CYCLES LENGTH
STEP10 1/2 7 12.0 115 1/60 10'
STEP10X100FT-05121 1/2 7 12.0 115 1/60 100'
STEP10X3OFT 1/2 7 12.0 115 1/60 30'
STEP1OX5OFT 1/2 7 12.0 115 1/60 50'
STEP20 1/2 5 12.0 115 1/60 10'
STEP20X100FT-05121 1/2 5 12.0 115 1/60 100'
STEP20X3OFT 1/2 5 12.0 115 1/60 30'
STEP20X5OFT 1/2 5 12.0 115 1/60 50'
STEP30-05121 1/2 3 9.5 115 1/60 10'
STEP30X100FT-05121 1/2 3 12.0 115 1/60 100'
STEP30X3OFT-05121 1/2 3 12.0 115 1/60 30'
STEP30X5OFT-05121 1/2 3 12.0 115 1/60 50'
STEP30-05221 1/2 3 4.7 230 1/60 10'
STEP30X100FT-05221 1/2 3 4.7 230 1/60 100'
STEP30X3OFT-05221 1/2 3 4.7 230 1/60 30'
STEP30X5OFT-05221 1/2 3 4.7 230 1/60 50'
STEP30-10221 1 5 9.1 230 1/60 10'
STEP30X100FT-10221 1 5 9.1 230 1/60 100'
STEP30X3OFT-10221 1 5 9.1 230 1/60 30'
STEP30X5OFT-10221 1 5 9.1 230 1/60 50'
STEP30-15221 1-1/2 6 11.0 230 1/60 10'
STEP30X100FT-15221 1-1/2 6 11.0 230 1/60 100'
STEP30X30FT-15221 1-1/2 6 11.0 230 1/60 30'
STEP30X5OFT-15221 1-1/2 6 11.0 230 1/60 50'
STEP50-10221 1 3 9.1 230 1/60 10'
STEP50X100FT-10221 1 3 9.1 230 1/60 100'
STEP50X3OFT-10221 1 3 9.1 230 1/60 30'
STEP50X5OFT-10221 1 3 9.1 230 1/60 50'
STEP5D-15221 1-1/2 4 11.0 230 1/60 10'
STEP50X100FT-15221 1-1/2 4 11.0 230 1/60 100'
STEP50X3OFT-15221 1-1/2 4 11.0 230 1/60 30'
STEP50X5OFT-15221 1-1/2 4 11.0 230 1/60 50'
NOTE:Cord Length shall be determined by site condition
2 S11411W5

Recirculation Pump
STA-RITE® ST.E.P Plus Series idedbyE-ZTrTE:Please seeeatrnpcurve
4" high-head multi-stage submersible effluent pumps
i'IMP PERFORMANCE-10 GPM PUMP PERFORMANCE-20 GPM
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 50 76 100 0 26 50 76 100
300 i 300 - .- - • - -r-- -
.
250 I I _ 250 i
I
- --- 1—-- : iggli 1 i :
2 150 ` Wt
1L L
Q 1- 100 t S
I
—20 1 ; —20
1 .
i
10 20 30 0 10 20 3. 1
CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PEN MINUTE
PUMP PERFORMANCE-30 GPM ?UMP PERFORMANCE-50 GPM
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 26 60 75 100 126 160 176 0 60 100 150 200 260
225I I I I I I I 1 120I I I I I I I�
1 I i . 35
200 —B0 T
_T.. --i—__ _�__- ----j-------- 1004 _ 30
I �f}, I ilii 4,0 _ . 1 1
j i1l3
(05
A
150 ; "O : K 1�1 F Oo .,� ��yA It
z6
� 1F0 I YF1
Z 125 —40 z ( J--' z
i n I 1 120
'
F 76 I— 40 O ,�,
— _1 - a- 20 I ,
10 5
I - D
0 10 20 30 4D 60 0 10 2D 30 40 60 60 70 80
CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE
3 511411WS

Recirculation Pump
STA-RITE® ST.E.P Plus Series
4" high-head multi-stage submersible effluent pumps
OUTLINE DIMENSIONS
1-1/4'NPT
DISCHARGE
2'NPT DISCHARGE
(50 GPM ONLY)
0
0
Jacketed Cord
10'
(Standard)
30',50',100'
(Optional)
10 GPM,1/2 HP=13'
20 GPM,1/2 HP=13-1/4"
30 GPM,1/2HP=11-12"
3D GPM,1 HP=14"
30 GPM,1.12 HP=15-1/4"
50 GPM,1 HP=13.1/4"
50 GPM,11/2 HP=15-1/4"
3-7/8"
i • ;III
10 GPM,1/2 HP•21-12"
20 GPM,1/2 HP=22-1/4"
30 GPM,1/2 HP=22-12"
30 GPM,1 HP=27-12'
30 GPM,1-1/2 HP=30-1/4'
50 GPM,1 HP=26-3/4'
50 GPM,1.12 HP=30-1/4"
Dimensions(in inches)are for estimating purposes only.
►�"► P E NTA 1 R 293 WRIGHT STREET,DELAVAN,W153115 WWW.STA-RITE.COM P't:888-782-7483 ORDERS FAX:[phone]
Because we are contin,.ousty Improving our poducts and services,Penta,r rusnrves the right to charge specifications without prior notice,
S11411WS 109/10/14)

Recirculation Pump
E-Z Treat
Mod.#600
2OPS1 @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
8 Nozzles Per Mod.#600
Total Flow Required 13.6 GPM
CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175
225 { I { I I
200
—60
175
`�,
150 -- %.• 'Sy
A
4. r,SA Lu
440
40
Z 125 Z
0
w 0
= 100 w
1 =
`S'l�p30 —3o -J
01— 75 Q
20 f-
50
10
25
— 0
0 10 20 30 40 50
CAPACITY GALLONS PER MINUTE

Recirculation Pump
E-Z Treat
Mod.#600
Dual Pods
20PSI @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
: Nozzles Per Mod.#600
T. al Flow Required 27.2 GPM
C• *ACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175
22$ I I 1 I I I I 1
20011111111111... 60
175 �� s�Ar
�' SD
kikH 150moh. l�
A W
z Ah/yq 40 2
Q 125 __ Ilk QZ
W . millil,, �_ W
= 10030 x
., p30 -J
O �,��yp �� 4
i- 75 8
- -- 20
50 -
• 10
25 ,
t
0
0 i0 20 30 40 50
CAPACITY GALLONS PER MINUTE

Recirculation Pump
E-Z Treat
Mod.#1200
20PSI @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
12 Nozzles Per Mod.#1200
Total Flow Required 20.4 GPM
• PACITY LITERS PER MINUTE
0 25 50 75 /0
I I I I
300
80
250
V
W 200 60 ui
CC
W
z z
ef,
`Q 150 2pli 4
W
40
J
D 100 - O
50
0
0 10 20 30
CAPACITY GALLONS PER MINUTE

SECTION:2.15.020
Trusted.Tested.Tough® FM2778
ZOELER Ides
Product information presented
here reflects conditions at time ® Supersedes
of publication.Consult factory 0515
regarding discrepancies or PUMP COMPANY
inconsistencies.
TECHNICAL DATA SHEET
MIGHTY-MATE SERIES
Cast Iron Models 53, 57 and Bronze Models 55, 59
Submersible Effluent/ Dewatering Pumps
PRODUCT SPECIFICATIONS
6-3/16"
Horse Power 3/10 f3-7/8" (157 mm)
Voltage 115 or 230 (98mm) 4-5/8" 1-1/2"NPT
CC Phase 1 Ph (117 mm)
Hertz 60 Hz 1Q114;�
3-7/8"
RPM 1550 ,' �-�7 r♦. (98 mm)
2 Type Shaded pole \ /Ifr �.\
Insulation Class B t l� ��. �)
Amps 4.8-9.7 *O 4/�.4„ �
or nonautomatic �� �� - '� 4"(104 mm)
Operation Automatic
Auto On/Off Points 7-1/4"(18.4 cm)/ 3"(7.6 cm) `
Discharge Size 1-1/2"NPT
1 `
1
Solids Handling 1/2"(12 mm)spherical solids
CI.. Cord Length 9'(3 m)automatic,15'(5 m)nonautomatic
G Cord Type UL listed,3-wire,grounded plug rri���.v
O. Max.Head 19.25'(5.9 m) —4'I �II�i_
Max.Flow Rate 43 GPM(163 LPM) AI, IN
krilMMax.Operating Temp. 130°F(54°C) (.V-MI
Cooling Oil filled
Motor Protection Auto reset thermal overload 10-1116"
(258 mm)
Cap Cast iron or bronze _il�i•
Motor Housing Cast iron or bronze 41.1.101....411
it/I ii_l�i__a I A 3-3,2"
N Basep Housing Cast iron or bronze Cast iron,bronze or engineered thermoplastic ' ■1` III,'t It- , ice A, I (79 m)
QUpper Bearing Sleeve bearing
ELower Bearing Sleeve bearing SK858
IW
I Mechanical Seals Carbon and ceramic
CQ Impeller Type Non-clogging vortex
C Impeller Plastic,cast iron or bronze
Hardware Stainless steel
Motor Shaft AISI 1215 cold rolled steel
Gasket Neoprene
NOTE:See model comparison chart for specific details.
.pDEq
us rSsPle,] 0 p66
Tested to Standard UL778 and -
CeduBed to CSA �CO t�.
Standard C22.2 No.108
©Copyright 2020 Zoeller®Co.All rights reserved.
502-778-2731 1800-928-7867 13649 Cane Run Road I Louisville,KY 40211-1961 I zoellerpumps.com

1
Cl)
CC
w t—
w
PUMP PERFORMANCE CURVE
TOTAL DYNAMIC HEAD MODELS 53/55/57/59
FLOW PER MINUTE
Q 6— 20
MODEL
53/55/57/59 �
a 15
Feet Meters Gal. Liters } 4—
5 1.5 43 163 1.N......N\
Q 10
10 3.0 34 129 0
15 4.6 19 72 2 .
5
Shut-off Head: 19.25 ft.(5.9m)
0
10 20 30 40 50
GALLONS
LITERS I I
0 80 160
FLOW PER MINUTE 009897
Model MODEL COMPARISON
Seal Mode Volts Ph Amps HP Hz Lbs Kg Simplex Duplex
M53/M55 Single Auto 115 1 9.7 3/10 60 23 10 1
N53/N55 Single Non 115 1 9.7 3/10 60 23 10 2 3&4
*BN53 Single Auto 115 1 9.7 3/10 60 25 11 ---
*8E53/6E57 Single Auto 230 1 4.8 3/10 60 24/30 11/13 ---
D53 Single Auto 230 1 4.8 3/10 60 23 10 1
E53/E55 Single Non 230 1 4.8 3/10 60 22 10 2 3&4
M57/M59 Single Auto 115 1 9.7 3/10 60 29/33 _ 13/15 1 ---
N57/N59 Single Non 115 1 9.7 3/10 60 28/29 12/13 2 3&4
*BN57 Single Auto 115 1 9.7 3/10 60 30 13
D57/D59 Single Auto 230 1 4.8 3/10 60 30/33 13/15 1
E57/E59 Single Non 230 1 4.8 3/10 60 28/29 12/13 2 3&4
E59 Single Non 230 1 4.8 3/10 60 29 13 2 3&4
*Single piggyback switch included.
SPECIAL MODEL FEATURES
Additional cord lengths are available in 15'(5 m),25'(8 m)and 35'(11 m).50'(15 m)cord lengths available for 230 V units only.
BE and BN models include a piggyback variable level pump switch.
Model 53: cast iron switch case, motor and pump housing, a plastic impeller and base. Model 57: all cast iron construction with a cast iron impeller.
Model 55:bronze switch case,motor and pump housing,a plastic impeller and base.Model 59:bronze construction with a bronze impeller.
Optional pump stand(P/N 10-2421).
SELECTION GUIDE
1. Integral float-operated mechanical switch,no external control required.
2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477.
3. See FM0712 for correct model of Electrical Alternator.
4. Variable level control switch 10-0743 used as a control activator with electrical alternator(3)or(4)float system.
OPTIONAL PUMP STAND P/N 10-2421 \�,
• Reduces potential clogging by debris
• Replaces rocks or bricks under the pump /.1�1
• Made of durable,noncorrosive ABS \\,�: 7
• Raises pump 2"(5 cm)off bottom of basin !'Est,••.%,,
• Provides the ability to raise intake by adding sections of 1Y"or 2" +it ..'
(DN40 or DN50)PVC piping irk
• Attaches securely to pump Vier. 0 -
• Accommodates sump,dewatering and effluent applications
NOTE:Make sure float is free from obstruction. J�
VO
ACAUTION All installation of controls,protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be
followed including the most recent National Electrical Code(NEC)and the Occupational Safety and Health Act(OSHA).
©Copyright 2020 Zoeller®Co.All rights reserved.
502-778-2731 1800-928-7867 13649 Cane Run Road I Louisville, KY 40211-1961 ( zoellerpumps.com

EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
System Operation:
This panel is designed to control the out flow of two tanks using a PLC and Touchscreen. Based off timer set points and
the float switch conditions in each tank the PLC will start/stop pumps and open/close valves, or it can manually control
them via the touchscreen.This controller is capable of remote access via PC or smart phone if, connected to a network
with internet access.This allows the user to receive emails or text notifications of alarm conditions.The controller also
logs data such as:
a. Pump Run Time (ETM) «Daily & Totalized
b. Pump Starts “Daily & Totalized
c. Filter Flush Count & Time On «Daily»
d. Zone Count and Time On «Daily»
e. Field Flush Count & Time On «Daily»
f. Secondary Timer Cycles «Daily»
g. High & Low levels
h. Pump Fail
i. UV Lamp Fail
j. Power Cycle
Recirculation Tank Pump Operation:
This tank has (3)float switches that will control the pump on time (dose) and off time(rest) using settings that can be
easily adjusted from the touchscreen based off site topography.
a. Float Switch-1 (Redundant Off & Low-Level Alarm): When lowered, this float turns off the
pump. It is a secondary off float which will operate if the Timer On & Off float fails.
Pumping will be disabled if in the automatic mode. This float also activates the alarm
light. The alarm light will remain on until the float is lifted.
b. Float Switch-2 (Normal Timer On & Off): This float activates the Normal Timer, which
cycles the pump on and off based on the values in the Normal Timer Setting. The timer
will control the pump cycle, beginning with the off cycle.
c. Float Switch-3 (High Level Alarm): When raised, this float activates the alarm light and
audible alarm. The audible alarm may be silenced by pressing the toggle switch towards
SILENCE on the side of the control panel. The alarm light will remain on until the float
is lowered.

411111411
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
Drip Tank Pump and Valve Operation:
This tank has (4) float switches that will control the pump on time (dose) and off time (rest) and the opening and closing
of valves, using settings that can be easily adjusted from the touchscreen based off site topography. The pump dosing
cycles will be controlled by the Normal Timer Float-5. If a high in-flow condition occurs the pump dosing cycle will be
controlled Secondary Timer Float-6. At the beginning of each dose cycle the filter flush valve will open for 15 seconds
(field adjustable). Once completed the system will then open the corresponding zone valve and begin its supply line pre-
charge time of 60 seconds (field adjustable). Then complete the Normal or Secondary preset zone dose time depending
on the condition of the float-6. When finished the dosing cycle the pump will run until the pump off delay is reached 10
seconds (field adjustable)the zone valve and field flush valve will remain open for 5 minutes (field adjustable) to allow
for drainage. After completing 10 field flush cycle counts (field adjustable)the field flush valve will open and flush each
zone 5 minutes (field adjustable).
a. Float Switch-4 (Redundant Off & Low-Level Alarm) : When lowered, this float turns off the
pump. It is a secondary off float which will operate if the Normal Timer On & Off float
fails. Pumping will be disabled if in the automatic mode. This float also activates the
alarm light. The alarm light will remain on until the float is lifted.
b. Float Switch-5 (Normal Timer On & Off) : This float activates the Normal Timer, which
cycles the pump on and off based on the values in the Normal Timer Setting. The timer
will control the pump cycle, beginning with the off cycle.
c. Float Switch-6 (SecondaryTimer) : This float activates the Secondary Timer function
) a y e u coon when
lifted. The timer will cycle the pump based on the values programmed in the Secondary
Timer Settings. Starting with the dose cycle first then the resting cycle. Both the
"Dose" and "Rest" time may be different from those for the Normal Timer. The Secondary
Timer function will remain active until the secondary timer float lowers. When the
Secondary Timer function has been completed, normal timer operation will automatically
resume.
d. Float Switch-7 (High Level Alarm) : When raised, this float activates the alarm light and
audible alarm. The audible alarm may be silenced by pressing the toggle switch towards
SILENCE on the side of the control panel. The alarm light will remain on until the float
is lowered.
HOME SCREEN: System Overview

-1411114111111-
Z__.,`� TiZFAT
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
El
M HH/MM I SS HH i MI.1!SS Field Flush a« 7
••I�►�
1-45- 35 :REST: OZ. LIu
2- DO :DOSE: 2- 5 ia Filter Flush
Recirc_ Tank Drip Tank ■ r,ne-1
III" FR7 • Dosing
Zone-2 - 41
Zone
FS3 FS6 om►. .--- ._ 9
I I) FS1 I FS1
iml aooi ... in
H-O-A Recirc_ Drip Setup System
Menu I Status Status I Menus History
Navigation Buttons
1. Status of UV Lamp If Connected
2. Displays Remaining Rest and Dose Times
3. Indicates Current Step of The Controller If A Dose Cycle Was Activated.
4. Tank Level Animation & Float Status: Empty Circle = Float Down, Filled Circle= Float Up
5. Status of The Pump: Red =Stopped, Green= Running, Blinking Red = Fail
6. Displays Current Date &Time
7. Displays Number of Cycle Remaining Until A Field Flush Occurs
8. Yellow Color Indicates That The Next Dose Will Go To That Zone
9. Status of The Valve: Grey=Closed, Green =Open
10. Displays That Corresponding Zone Hand-Off-Auto Switch In The Touchscreen Is In The Off Position
11. Displays That Only 3 Zones Are Selected In Zone Settings

E Z 0Z112EAT
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
Quick Start Instructions:
• Press:The Setup Menus button > Enter the level 2 password
• Press: Recirc. Pump Dose/ Rest Times Button > Enter the Normal Rest and Dose times for cycling the pump in
the recirculation tank.
➢ Press: Drip Pump Dose/ Rest Times Button > Enter the Normal and Secondary Rest and Dose times for cycling
the pump in the drip tank based off the topography of the site. Enter the delay pump off delay time (ftfault 10
Seconds).This how long the pump runs after the dose time is finished allowing valves to open for drainage.
➢ Press: Zone Settings Button: Enter how many zones are being used (Default4).If zone flow GPM is known enter
the values per corresponding zone.
i- Press: Filter Flush Timer Button > Enter how long to flush the filter before each dose cycle. (tfault 15 Seconds)
➢ Press: Supply Line Pre-charge Button > Enter how long to pre-charge the line before the dose timer activates.
(Default 60 Seconds)
• Press: Drain Cycle Settings Button > Enter how long to drain the line after a zone dose the line before the dose
timer activates. (tfault 5 Mnutes)
• Press: Field Flush Settings Button > Enter how many cycles before a field flush is enabled (Ltfault 10 cycles). Also
enter how long you want the zone to be flushed (Default 5 Mnutes).
Press: Alarm Timers Button > Enter the High & Low alarm on/off delays for each tank(All tfaultedto 5 Seconds).
➢ Press: More Button > Enter level 3 password in the Setup Menu if you need to disable UV Lamp Fault
- Press: Back Button To Go Home
• Press: H-O-A Button > Place Recirc. Pump, Drip Pump, Filter Flush, and Field Flush in auto mode.
• Press: More Button in the Hand Off Auto Control Screen > Place all zones used in auto mode.
y Navigate back to the Home Screen
SCREENS:

Z (:�.-, **1*
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
HAND-OFF-AUTO HAND-OFF-AUTO
BACK CONTROL MORE BACK CONTROI HOME
RECIRC- DRIP FILTER FIELD ZONE-1 ZONE-2 ZONE-3 LONE-4
PUMP PUMP FLUSH FLUSH VALVE VALVE VALVE VALVE
HAND HAND HAND HAND FHA* HAND HAND HAND
OFF7 OFF OFF OFF TOFF1 i OFF] OFF OFF
AUTO [AUTO AUTO AUTO ( AUTO AUTO AUTO AUTO
BACK RECIRC.DAILY STATUS HOME BACK DRIP DAILY STATUS HOME
Drip Pump Cycles KM
Drip Pump Cycle EN UM:EMI
Recirc. Pump Cycles IBI Drip Tank High Alarms ilig Finer Flush
Recirc. Pump Cycle ETM DEM:OM Drip Secondary Timer Cycles iP '- -
Recirc. Tank High Alarms KI Zone 1 Cycles CMKeilETM Min. 1?- '' '
Zone 2 Cycles puiMg ETM Min. Field Flush
Zone 3 Cycles pmKaiiETM Min.
Zone 4 Cycles EN Min. ir3 'lin
BACK SETUP MFNU MORE , RECIRC.PUMP DOSE/REST
TIMER SETTINGS HOME
RECIRC-PUMP DRAIN CYCLE
DOSE/REST TIMES SETTINGS
DRIP PUMP FIELD FLUSH
DOSE/REST TIMES SETTINGS
ZONE SETTINGS ALARM El II al TIMERS III NM
HH/MM;S< HH/MM/SS
FILTER FLUSH EMNL/TEXT ADDRESSES
TIMER
SUPPLY LINE NETWORK SETTINGS
PRE-CHARGE TIMER
II DRIP PUMP DOSE/REST ZONE SE!T INGS
TIMER SETTINGS HOME BACK HOME
NORMAL
,-)C;-—V,IF Enter Estimated GPM per Zone
PIT 12!® j1 it rl3-I Egi
- Enter
Zone 1 Zone 3
HH i MM/SS HH/MM/SS DRIP PUMP Number of
------------------
O' IELAY Zones 1 -4 123.4 GPP 123.4 GPM;
•f ln!:). Y l i Sec ..
!1
Zone 2 Zone 4
[R 112I® •12: 121 ' i 34G_._..J
�___• i__ �::J C�: �_� 123-4 GPM! 123-4 GPM
HH,MM•SS HH1MMISS

6
E 7C�d0 T
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
FILTER FLUSH TIMER SUPPLY LINE PRE-CHARGE TIMER
BACK HOME BACK HOME
FILTER FLUSH PRE-CHARGE
Time Time
Sorting Setting
ZEM [7234 Sec
MIDRAIN CYCLE SETTINGS HOME BACK FIELD FLUSH SETTINGS HOME
DRAIN CYCLE FIELD FLUSH FIELD FLUSH
Timo Total Cycles Timo
Setting Before Flush Setting
L2MI6: [12ciS [1244irk
Rost Remaining
Remaining Cycles Until
clos Flush.:12:
Al ARM TIMERS SYSTEM HISTORY
BACK 1 HOME BACK HOME
HOURS HOURS
RECIRCULATION TANK DRIP TANK Totalized . ilillibasi Totalized
Recut. i Dnp
High Alarm High Alarm High Alarm High Alarm Pump — Pump
On Delay Off Delay On Delay Off Delay History � ------ J History
RECIRCULATION TANK DRIP TANK
PUMP&ALARM LOGS PUMP&ALARM LOGS
Low Alarm Low Alarm Low Alarm Low Alarm ALARMS/ FILTER&FIELD FLUSH
On-Delay Off-Delay On-Delay Off-Delay POWER CYCLE LOGS _ LOGS
Mtn = Effai Ma RECIRC-&DRIP TANK DRIP ZONE DRIP ZONE
FLOAT CYCLES LOGS GALLONS
RECIRCULATION DRIP
BACK
PUMP&ALARM LOGS HOME BACK PUMP&ALARM LOGS HOME
Date Retire. Pump Cycles ETM Hours Date Drip Pump CyclesETM Hours
12/31/20 1234 -12.34 12/31/20 1234 i -12.34
Enable Page Loft oag" Peg Page Right Enable Page I oft Pago PapPage Right
Buttons Up Down Buttons Up Down
i

EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
FILTER&FIELD FLUSH DRIP ZONE
BACK LOGS HOME BACK LOGS HOME
Date Filter Flush Cycles Filter Flush Minutes Date Zn-1 Cycles Zn-1 Mins. Zn-2 Cycles Dn-2 Min...
12/31/20 1234 1234 12/31/20 1234 1234 1234 1234
Enable Page Loft Page Page Pago Right Enable Pago Loft Page Page Page Right
Buttons Up Down Buttons Up Down
ALARM HISTORY LIST FLOAT CYCLES
BACK I HOME I BACK HOME
12/31 14:42 UV Lamp Fault RECIRCULATION TANK DRIP TANK
12/31 14:42 Power Cycled "On" High I .1. High
02/31 14:42 Recirculation Tank High Level hovel - '--------------- Level 1
112/31 14:42 Drip Tank High Level
12/31 14:42 Recirculation Pump Fail Secondary
12/31 14:42 Drip Pump Fail ' Timer
112/31 14:42 Recirculation Tank Low Level Timer i Timer
12/31 14:42 Drip Tank Low Level Enable •-----------1 Enable
Enable I Page I Page Deloto Oft Off
Buttons Up Down All Float - iliFil Float
ESTIMATED GALLONS E-MAIL/TEXT ADDRESSES
BACK HOME BACK HOME
Ma;imum 45 Character;,
TOTALRFD
7ONF 1 IIIIIIIIIM E-MS.ECDEFGHIJKLMNOPORSTUVIUXY2RBCDEF DELETE
ZONE 2 11111.1111111111 TEST E-f Ir a BCDEFGHIJKLMNOPQRSTUVWXYZRBCDEF DELETE
E-hU11L 8
ZONE 3 101.1111111111 TEXT EMAIL gBCDEFGHIJKIOPQRSTUUIVXYZABCDEF DELETE
ZONE 4 .tom E-1,IL 4BODEFGHIJKLMNOPQRSTUVVIXYZRBCDEF DELETE
IlENT"EIFIER�1BCDEFGHIJK-MNOPQRSTUVIUXYZABCDEF BETE
PLC NETWORK SETTINGS ADVANCED SETTINGS
BACK) (HOME; BACK HOME
PLC CPU Port 1 Network
I P Address 1 L' 111 1
j 723 ;a23 ::7_3;
Press To Override RESET RESET
Subnet Mask Dose Timers While Recirc Pump Drip Pump
Drip Tank Is High totalizer History Totalizer History
SAVE To DisEETDefault Gateway- SETTINGS PressUV Lampable Zone 1 ZoneE2 T Zone 3 ZoneESETET 4
Maintenance Port: 2 Ho/d3Sec Fault Condition Gallons Gallons Gallons Gallons
L

8
E Z 0 T .
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
PASSWORD SCREEN:
0'Level 2 NI
1 2 3 4 5 6 7 6 9 0 BS
0 W ER T `( U I 0 P CLR
irionob
al R SD F G H i K: L
1� 1�r
4 7#1 Z Y, CV BNM ENT
1. Displays The User Name
2. Press Arrows To Scroll Between Users, Once You Have Selected The User Name You Want Use The Keypad To
Enter In The Correct Password.
3. Lower- & Upper-Case Characters Pop-up Screen
4. Special Characters Screen Pop-up Screen
S. Level 1 Password = DRIP
6. For Level 2 Password Access Contact E-Z Treat

0 I 1 I G I J I I D I o l / I Es I 9
LT1 Lr1
14.57 inch
I 1
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f� 35 3 J ,
35
irr'
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1 �_ N I 1
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-. .. 34 35 --1.
33 1 1
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I.,:
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E-14 Enclosure Perspective _ 16—,
.40 ALDERON' This drawing contains proprietary information Model Quote Number Drawn B J. Sonnier Page Number
Industries which muss not be duplicated,used,or disclosed Number EZT-1CD4Z-230-16y 9
Leading Edge Control Products in whole or in part without prior written consent DWG Checked By B. Klabu nde 15 of 16
11015TH ST.SDl1T1-1 Notes:1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021 PRODUCTION_REPORT
HAWLEY MN.56549 2.Install in accordance with National Electric Code,NFPA 70,Seal all boxes,fittings,and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
111111,111111M.1111111111111PAN 3.Connect all arounds to a good around.4.Dashed lines represent field wirina-Use minimum 60 dea C Cooper Wire 5.Branch Circuit Protection Device/Disconnect Means Held Provided. Revicion

•
0 I I I C. I a I - I 7 I u I 7 I 6 ► 9
Device tag Part Description ERP#
2 Block,End Clamp,PXC,35-5 1005000
3 Block,End Clamp,PXC,35-5 1005000
4 Block,End Clamp,PXC,35-5 1005000
5 Block,End Clamp,PXC,35-5 1005000
6 Block,End Clamp,PXC,35-5 1005000
7 Block,End Clamp,PXC,35-5 1005000
8 Block,End Barrier,PXC,D-ST 4 1004862
9 Saddle Jumper,PXC,FBS 2-5 1004974
10 Saddle Jumper,PXC,FBS 2-5 1004974
api _I 11 Block,End Barrier,PXC,D-ST 2,5-QUATTRO 1004937
urol 12 Block,End Barrier,PXC,D-ST 2,5-TWIN 1004468
13 Block,End Clamp,PXC,35-5 1005000
PLa =.-'ws 6 14 Block,End Clamp,PXC,35-5 1005000
ry m 1 LL�csr �� Eusn 15 Block,End Barrier,PXC,D-ST 4 1004862
g on !,II ,s 16 Saddle Jumper,PXC,FBS 3-5 1004975
1� I 17 Saddle Jumper,PXC,FBS 4-5 1005310
-- r
p 18 Block,Partition Plate,PXC,ATP-STTB 4 1004947
l
6 19 Block,Partition Plate,PXC,ATP-STTB 4 1004947
WM 20 Saddle Jumper,PXC,FBS 3-5 1004975
21 Saddle Jumper,PXC,FBS 3-5 1004975
WD3
23 Block,Partition Plate,PXC,ATP-STTB 4 1004947
1 a 8 25 Block,End Barrier,PXC,D-PTTB 2,5 1004939
n
_ 4 -� , om.
I� -I O O O O O O 26 Block,End Barrier,PXC,D-ST 4 1004862
� ._ 000, 000;
, , - -, 27 Circuit Breaker Feet 1000632
`�,, -_1 D I I I l i 28 Circuit Breaker Feet 1000632
. �zaw
JJ �'o O o o 0 0 29 Circuit Breaker Feet 1000632
— 30 Circuit Breaker Feet 1000632
,\ -. 31 Circuit Breaker Feet 1000632
32 Circuit Breaker Feet 1000632
BALLAST1 Ballast,Fulham,WH3-120-C 1005234
BPI Backplate,Aluminium,18"x16" 1000361
CBI Circuit Breaker,SQD,2P.20A 1001310
CB2 Circuit Breaker,SQD,2P.20A 1001310
CB3 Circuit Breaker,SQD,1P,10A 1000461
CR1 PA,Relay,Screw Terminal,120V,SPDT 1003211
CS1 Switch,Current,NK Tech,NO 1001837
DIN1 Rail Din,Steel,Low 1000426
DIN2 Rail Din,Steel,Low 1000426
Fl Block,Terminal,Fuse,PXC,PT 4-HESI 1004861
F2 Block,Terminal,Fuse,PXC,PT 4-HESI 1004861
Mounting Panel Layout F3 Block,Terminal,Fuse,PXC,PT 4-HESI 1004861
F4 Block,Terminal,Fuse,PXC,PT 4-HESI 1004861
r-12 Mounting Panel Layout 14—r
s ALDERON" This drawing contains proprietary information Model ^� i QuoteByg
1ndu3trtes which must not be duplicated,used,or disdosed Number EZT-1 CD4Z-23�'16 Number Drawn J.Sonnier Page Number
Leading Edge Control Products in whole or in part without prior written consent DWG Checked By B.Klabunde 13 or 16
iio 15TH sT SOUTH Notes:1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021 PRODUCTION_REPORT
HAWLEY MN.56:4e 2.Install in accordance with National Electric Code,NFPA 70,Seal all boxes,fittings,and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
IIIIMMINSIIIIMPIIIIIIIMM 3.Connect all grounds to a used around.4.Dashed lines represent field wiring-Use minimum 60 deo C Cooper Wire 5.Branch Circuit Protection Device/Disconnect Means Feld Provided. Revicinn

0 I 1 I c I .3 l `t I D l o I / I b I 9
Device tag Part Description ERP#
1 Label,Brady,1.06"x.49",BK 1001429 i
BP2 Inner Door,Hoffman,Poly Pro,18x16 1004815
HMI1 PLC,HMI,4.3"Color,IDEC,HG1G 1002803
SW2 Switch,Toggle,On/OFF,Gaynor 1000128
Mounting Panel Layout
4-13 Mounting Panel Layout 15—,
Ali.IiDERON' This drawing contains proprietaryinfomiabon Model Quote Number Drawn By3. Bonnier Page Number
IndaastrI which must not be duplicated,used,or disclosed Number EZT-1CD4Z-230-16 g
Leading Edge Control Products in whole or in part without prior written consent DWG Checked By B. Klabu nde 14 of 16
11015TH ST.SOUTH Notes:1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021 PRODUCTION REPORT
NAWLEYMN,56519 2.Install in accordance with National Electric Code,NFPA 70,Seal all boxes,fittings,and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.MEIMIIIIMPINIIIIIIIIMERIf
3.Connect all Grounds to a Good around.4.Dashed lines represent field wirina-Use minimum 60 dea C Cooper Wire 5.Branch Circuit Protection Device/Disconnect Means Feld Provided. Revicinn

0 I 1 I , 1 1 - 1 J 1 0 I 7 I b I 9
Branch Circuit Protection Device/Disconnect Means Field Provided - 2 X Pump Load Legend Field Wiring
Size per manufacturing specifications for Pump/Motor 120/230 VAC 0-16A MAX 60 Hz Field Supplied
Alarm/Control Source Pump Source Pump Source Pump must contain integeral Device Tag Description
120 VAC, 60Hz 120/230 VAC, 60Hz 120/230 VAC, 60Hz thermal overload protection. BBO;CT1 C Ballast
B1;CB2 Circuit Breaker 2 Pole 20 A 45 In-lb
Bottom Feed Bottom Feed Bottom Feed Ground Motor PE to Ground Lug CB3 Circuit Breaker 1 Pole 10 A 45 In-lb
Circuit Breaker Circuit Breaker Circuit Breaker CS1 Current Switch NO 0.5-100A
Ll ���N111 Ll L2/N Ll Lf FS...F3;F8 Fuse Terminal Block
'1 T
0 1) •1 BLK F1...F3;F8 5 A Control Fuse
M1 PUMPI;PUMP2 Customer Supplied AC Pump
`I \ :.4 1.5 I I ( PWS Power Supply 24VDC 30W
N1N2 CB1 SL3 6T3 12 �T2 SW2 Toggle Switch
TB6 02 A A I I 31 r TBI;TB6 Terminal Block 30A _
I 12 I I I L_ J 4 l 3 BLK 12 3L2 4T2— I /y \\ TB2 Double-Level Terminal Block 20A
W62 \e ,l ,l * O 1 �- J 32 PUMP1 TB3;TB4 Terminal Block 20A
)—\ BLK1 TB5 Terminal Block 20A
CB3 OT64 o--0�'T-D-02L O 01 Wizlu 112T1_ _ _�T1 PE IITBs Terminal Block 20A
1
TRANS! Transformer,24V
. ir � . I I M 38
1 N3N4 N5N6 I I CB2 5L3 116T3 \2K r�T2
RED 1.2 2.2 2.4 2,4 I I 33
2 1 BLK
_ -BLK I L 40 I 3 12 3L2 14r2_ PUMP2
16
TB3 01 \ 02 L 20 O1 816 1L1 I L 2T1_ —
_\-T1 1 PE I I
F8 Li /2.3r 1.1
2 RED l I 1 112 Ni N2
6 A A
— 24
BLK
18
RED RED RED 30 15 17
GRN WID- WHT
\6 \8 8
\8 N18 PE \8
i l PWS 3
0 0 GND1
Fl F2 L PE N COM 120 208 240
if) White Black Red Orange
2 2 WBHT Power Supply O O
PS5R-VC24
4 6 Fl - F3, F8 Fuse must be replaced with 5 Ampere
RED RED BALLAST1 Black White Yellow RED 24 VDC 30W TRANS1p p
\e 8 • • V+ V- type 5mm x 20 mm fast acting 250 V max
II Q O Spare fuses provided in packet
TB1 01 02 U Blue yellow
20 21 22 26 24 VAC OVAC
120VAC.1 I I 18K 18 T 8 r 1RED
8
2.2 * y \ BLU
U L
8 18
HTR1 TB5 •1 •2 •3 • • 28 29 35 36
4 BLU BLU WHT/BLU WHT/BLu
2.5 LXIjutf X2 19 11 23 27 8 18 18 18 1
RED 1 HT VEL 18 IO eRG CAUTION: Nonmetallic enclosures does not provide
R
V F3 grounding between conduit connections. Use grounding
Ak
CS1 B UV Lam 24VDC.1 OVDC.1 2 bushings and jumper wires.
RED i�l p N3 2.6 V 2.1 ATTENTION: Les bolters non-metalliques ne permettent
18 Red Blue,iii' SW2 RED
24 VDC.2 V pas de mise a la terre entre les connexions de conduits.
COM0 •(No> TB2 •27 •28 3.4 OVDC.2 Utilisez des manchons de mise a la terre et des fils de liaison.
UV Lamp 3.4 24VAC OVAC
I—=INTRODUCTION/2 Schematic 7/ 2.7 2—I
ALOERON This drawing contains proprietary information Model Quote Number Drawn By B. Nelson Page Number
Industrieswhich must not be duplicated,used,or disclosed Number EZT-1 CD4Z-23 0-16
Loading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde 1 Of3
DO 15TH ST.SOUTH Notes:1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service this product according to applicable electrical and plumbing codes.
HAWLEY MN.S6344 2.Install in accordance with National Electric Code,NFPA 70,seal all boxes,fittings,and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure. _ Date 1/19/2021
a em: er na mrnwmrwxveu,u.nr 3.Connect all orounds to a good around.4.Dashed lines represent field wiring-Use minimum 60 deg C Conner Wire 5.Branch Circuit Protection Device/Disconnect Means Field Provided. Revision

0 I 1 1 c 1 I -r I 7 I V I / 1 b I 9
Recirculation Drip Floats
High Level Legend Field Wiring
High Level Secondary Timer FS7 Field Supplied
Dose Enable FS3 Dose Enable FS6 O Device Tag Description
Redundent Off FS2 r—iRedundent Off FS5 E r—i Bl Buzzer 120V
FS1 r O FS4 r- I I CR1 Relay,120VAC,SPDT 7.1 In-Ib
O I- -0 I r
r 0 1 I I F4...F7 Fuse Terminal Block
r I I I rI I I I I I F4. 5 A Control Fuse
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IAALIOERON- This drawing contains proprietary inforrna800 Model Quote Number Drawn By J.Bonnier Page Number
Induatriea which must not be duplicated,used,ordisdosed Number EZT-1CD4Z-230-16
Leading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde 203
3
11015TU ST SOUTH Notes:1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021
HAWLEY MN.56549 2.Install in accordance with National Electric Code,NFPA 70,Seal all boxes,fittings,and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
REILIMIWONFINIMINEIN 3.Connect all grounds to a good around.4.Dashed lines represent field wiring-Use minimum 60 deg C Conner Wire 5.Brands 6muit Protection Device/Disconnect Means Held Provided. Revision

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ALIDERON This drawing contains proprietary information Model Quote Number Drawn By B. Nelson Page Number
indha3trle5 which must not be duplicated,used,or disclosed Number EZT-1 C D4Z-23 0-16
Leading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde 3 of 3
no 15TH Sr SOUTH Notes:1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021
HAWLEe MN.5851e 2.Install in accordance with National Electric Code,NFPA 70,Seal all boxes,frttirgs,and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure. -- -—MINIPANINAIIMINIMINOWIMI
3.Connect all grounds to a coed around.4.Dashed lines represent field wirino-Use minimum 60 deo C Conner Wire 5.Branch Circuit Protection Device/Disconnect Means Field Provided. Rpvici)r1

Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Operation and Maintenance Plan
11110
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SEAL
17069
%'9A-***411.2!!‘.q:•••• ,V*z
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]
L

Operation and Maintenance Plan
System Background
The wastewater treatment and discharge system are designed to treat a maximum of 600 gallons
per day of wastewater generated from a five-bedroom residence. The system will consist of a
septic tank with effluent filter, E-Z Treat recirculation/discharge tank, E-Z Treat treatment unit,
ultraviolet disinfection unit, and pumped discharge with rip rap energy dissipater. The septic tank
will receive the wastewater by gravity flow as it leaves the residence. Once the wastewater fills
the septic tank, it will exit the tank by gravity through an effluent filter. The septic tank effluent
then enters the recirculation chamber of the recirculation/discharge tank where it is dosed to the
E-Z Treat treatment unit. The E-Z Treat treatment unit removes any additional solids that were
not removed in the septic tank and effluent filter. The wastewater then flows back to the
recirculation chamber through the effluent bypass valve, or to the ultraviolet disinfection unit.
Ultraviolet disinfection unit effluent flows by gravity to the discharge chamber of the
recirculation/discharge tank. Stored effluent then flows via gravity to a drainage ditch at the edge
of the property which ultimately leads to Cabin Branch. Each of these treatment units are described
in additional detail below.
Septic and Recirculation/Discharge Tank
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in a new 1,250-gallon septic tank (ST 323) provided by David Brantley & Sons or
approved equal.
The proposed recirculation/discharge tank will be an 2,100-gallon tank (PT 346) that will be
provided by David Brantley & Sons or approved equal. The tank will be cast with a solid baffle
wall dividing the tank into two separate compartments. The larger (2/3) compartment will serve
as the recirculation chamber and the smaller(1/3) as the discharge chamber. Septic tank effluent
will drain into the recirculation chamber. Wastewater will be pumped from the recirculation
chamber onto the E-Z Treat treatment unit media, and the treatment unit effluent will flow by
gravity back into the recirculation chamber.
The recirculation chamber will be connected to audible and visible high-water alarms. These
alarms will alert the operator/owner when too much wastewater has accumulated in the chamber
so that he may turn on the pump to empty the chamber. The alarms and recirculation pump will
be connected to separate electrical circuits.
E-Z Treat Treatment Unit (Recirculation) Pump
The E-Z Treat recirculation pump will be a Sta-Rite % horsepower (Catalog Number STEP 30).
The pump will be connected to the recirculation control panel. Pump efficiency shall be monitored
by recording the amperage supplied to the pump. A sudden decrease in efficiency will indicate
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 1

that the pump must be replaced. Pump replacement can be accomplished by disconnecting the
pump from the power supply and unscrewing it from the attached piping.
E-Z Treat Treatment Unit
The E-Z Treat treatment unit will be used to provide additional treatment to the septic tank effluent
as well as removing suspended solids not removed by the septic tank. The treatment unit will be
housed in a fiberglass pod(approximately 7.25 feet by 4 feet)which will be partially buried. The
pod will be provided by E-Z Treat. The treatment unit will be dosed by a Sta-Rite Y2 horsepower
pump(Catalog Number STEP 30)with a spray nozzle distribution system placed above the media.
The underdrain system will transport the effluent back into the recirculation chamber.
Ultraviolet Disinfection Unit
The ultraviolet disinfection unit will be used to disinfect the media filter effluent before it
discharges into the drainage ditch within the right of way. The effluent will flow by gravity
through the ultraviolet disinfection unit to the discharge chamber of the recirculation/discharge
tank and gravity to the drainage ditch. The ultraviolet disinfection unit shall be by E-Z Treat
(Model UV-102 Dual Lamp) or approved equal by engineer.
E-Z Treat System Operation
The wastewater treatment system is designed to dose the E-Z Treat treatment unit with 34 gallons
of septic tank effluent every 21 —37 minutes(recirculation ratio adjustable between 4 and 7). The
volume dosed is controlled by the"run time" set on the dose run/rest interval timer.
If the high-water level "alarm" float switch is activated, the system will energize the audible and
flashing alarm fixtures. Once energized, the flashing and audible alarm units may only reset
manually or by reaching a low-level condition. If the alarm light begins flashing after being reset,
there is a clog in the system, or the pump has failed. This may be corrected by simply pressing the
reset button. If this does not energize the pump, the wet well (recirculation chamber) must be
opened and the pump removed to check for deficiencies or an object that may be clogging the
system. If there are no obvious flaws on the pump itself and no objects inside the pump chamber,
restore the pump and try resetting it again. If the pump still does not work, contact the pump
manufacturer.
The E-Z Treat treatment unit pump control panel shall include, but not be limited to an
"auto/manual" system control switch, stop/start switch, and non-resetable elapsed time recorder.
Pump control panel shall be in a NEMA 4X enclosure. All supporting control units, if not housed
within the pump control panel, shall be in a separate NEMA 4X enclosure. No heavy traffic shall
be driven over the treatment units.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 2
L

System Maintenance
Unit Frequency Task
Effluent Filter: 3—6 months Check and clean as needed.
Testing
Effluent Filter: 12 months Clean or replace each time septic tank is
Replacement pumped.
E Z Treat Treatment Unit 3—6 months Check for leaks or ponding on filter media.
Pressure wash or replace filter media if clogged.
Ultraviolet Disinfection 3—6 months Wipe(clean)UV lamp,check intensity and
replace lamp when required.
Recirculation/Discharge Tank: weekly Check pump,controls, alarms, elapsed time
Pump and Controls meter.
Recirculation/Discharge Tank: Check for solids accumulation, or infiltration and
Solids and Potential Leaks 3—6 months exfiltration.
Recirculation/
Discharge Tank: 12 months Remove scum layer when septic tank is pumped.
Scum Accumulation
Pump,Distribution Piping,and Check system for leaks. Check spray nozzles for
Alarm System monthly clogging and clean if necessary.
Control Panel and Check amp readout and compare to
Pump Efficiency 6— 12 months manufacturers instructions.
Septic Tank: Check for Solids Accumulation,Blockages,or
Damage 3—6 months Baffle Damages, In/Exfiltration.
Septic Tank: 12 months Pump out accumulated solids if necessary,
Solids and Scum remove scum layer.
*Tanks should not be pumped during wet conditions.
**See attached manufacturer's literature for E-Z Treat O&M.
Parts Replacement Schedule and Costs
Unit Frequency Cost
E-Z Treat Media 10—20 years * $500.00
Ultraviolet Bulb 1 year $140.00
Septic Tank(pumping) 1 year $200.00
* Frequency dependent on actual media filter loading rates and wastewater strength.
Jennifer Ferrusi
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A87101.20 3

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BY: GSM JENNIFER FERRUSI
0MacCONNELL 501 CASCADE POINTE LANE,SUITE 103 VJH/PA 5800 WILMA ST. EXISTING
�,s CARY,NORTH CAROLINA 27513
;1� � P.O. BOX 129 JOB #: DURHAM,NC 27712 SITE LAYOUT
\$� - & Associates, 1 . C. MORRISVILLE,NORTH CAROLINA 27560 A87101.20 DISCHARGE SYSTEM WITH
�� TEL:[phone] FAX:[phone] DATE: E-Z TREAT TREATMENT SYSTEM
5/28/2021 C-101
DURHAM COUNTY,NC

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NECESSARY. REPLACE EFFLUENT FILTER
EACH TIME SEPTIC TANK IS PUMPED. li FLOW DIRECTION ►
RECIRCULATION TANK WEEKLY CHECK PUMPS, CONTROLS, ALARMS,
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ULTRAVIOLET DISINFECTION 3-6 MONTHS WIPE (CLEAN) UV LAMPS. 1.25t.-411' " SCH. 80 CHANGE TO 3"
43 UNIT 1. TANK LOCATIONS ARE NOT TO SCALE SO AS TO SCH. 40 PVC TO DISCHARGE
c CHECK
RIIRED AND REPLACE LAMP SHOW EACH TREATMENT ITEM. POINT AT AERATOR U
a) WHEN EQU
•
ANNUALLY CHANGE BULB. 2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
2 Q-"I
a ►•--i
U-
N 2 ) NTS
TREATMENT SYSTEM PROFILE SCHEMATIC WVD
b Z ct
oo
SEA1. =
_ 17069 -
a.
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NOTES
1. ALL PIPING SHALL BE SCH 40 PVC UNLESS J Is- '
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL Q LLCD
I- IT BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
3/4" GATE VALVE (FIELD JUST OTHERWISE. W 0
TO 4 GPM FOR E-Z TREAT SPIN a
2. ALL TANKS SHALL HAVE A MINIMUM 28-DAY
FILTER RETURN FLOW) 3/4' SCH. 40 PVC RECIRC. LINE CONCRETE STRENGTH OF 4500 PSI.
$_' 3. TANKS SHALL MEET REINFORCING REQUIREMENTS TO
ACCOMMODATE 300 POUNDS PER SQUARE FOOT.
CLEAN A EITHER STEEL REINFORCING WIRE, REBAR OR
OUT • 0-101 APPROVED FIBER MAY BE USED.
SEPTIC
HF FLOW
SE -y _ `\\� 1,250 GALLON SEPTIC TANK I' J \\ 40 PVC 4. ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM =F
C © BY DAVID BRANTLEY & SONS ,•^ OF 24 INCHES. EXCEPTIONS MAY BE MADE ON A i-N
0 0 . I 1,250 ST 323 ,,r'�(A`1'nI- . } U
+ I `...+///J I, J` 0 . CASE BY CASE BASIS WITH E-Z TREAT'S PRIOR (NI y Z
E - - WRITTEN APPROVAL. ALL ACCESS OPENINGS SHALL BE F n ,•F, r
FTTTED WOP E-Z SET RISER ASSEMBLIES. SERVICE rn
o \ EFFLUENT (SEE D-,02 FOR ACCESS OPENINGS FOR THE RECIRCULATION C111NDER w Q U y 2 m
0 FILTER CONTINUATION) SHALL BE A 30-INCH OPENING AND FITTED WITH AN u .=Z }
FILTER E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC RATED Ce -.I �< OU
w SERVICE TANKS SHALL HAVE CONCRETE RISERS. LL §Q unLI
0 24"0 E-Z SET RISER W/COVER HANDLE Z o= ceI- Q
N (TYP. UNLESS OTHERWISE NOTED) 5 CONCRE. ALL TE SEALLANTNTS SABUTYM) L�SEALANT #LL BE SEALED USING
w `�D i Q re
0 IF BELOW DRIVEWAY OR PARKING LOT THEN MEETING ASTM C-990. -1 CI U W 7
C USE ONLY H-20 TRAFFIC RATED DEVICES y CC O
6. TANKS SHALL BE LEAK-TESTED PRIOR TO SYSTEM N
I- _L START UP BY APPLYING A VACUUM OF 4-INCHES OF u1
r_ _ MERCURY WITH RISER ASSEMBUES IN PLACE OR WITH
23
APPROVAL BY ENGINEER, A 24-HOUR STATIC WATER
ti
m
TEST, IN ACCORDANCE WITH ASTM STANDARDS.
-a-) 126"
o
7 04
CONJUNCTION NON-CONCRETE
SHALL THE E-Z a TREAT SYSTEM WITHOUT 2 ' a
0
0 PRIOR WRITTEN APPROVAL BY E-Z TREAT. �-- p N
N
73
1 SEPTIC TANK B. ALL PIPE PENETRATIONS THROUGH PRECAST
SHALL m < H in
c D-101 NTS CAST-A-SEAL 402 RUBBER TANKS BOOTS AND GROUTED. m Co < 0
a
cr) 24'0 E-Z SET RISER 9. THE FILTER POD INVERT OUT SHALL BE A MINIMUM r, o 0
c W/COVER (TYP. UNLESS o if U)
OF 6" ABOVE THE INVERT IN OF THE RECIRCULATION ,n
OTHERWISE NOTED) TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER IS IL N ca
NOTE: FIELD VERIFY PRIOR GREATER. I- op
a' FLEX ti TO ORDERING RISERS Z a T ; i ? 10. CONTRACTOR MAY USE LARGER TANKS. U N Z
ct L X WATER TIGHT SEAL Lu
m - .��s PVC GROUND EL. t462.0' ��� N '� _ ON RISER ASSEMBLY 11. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE Z m ce
j.
O -I I r `\; '••
30" OR AS SPECIFIED BY MANUFACTURER. J O U
v- /,\3/4' PVC 12. SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM W < XI- LL
GATE V��  INLET TEE IN SEPTIC TANK RISER Z U m
CD-
ME ; \ N W - a • u/4' SCH. 40 PVC RECIRCULATION 0 = O M
,y -� ` NE FROM E-Z TREAT TEE 13. LENGTH. WIDTH, AND DEPTH OF TANKS WILL VARY d O Z
ao I PER MANUFACTURER. W O n. LLj
�, �- 2' VENT - I 4' SCH. Q Z �_ �_
E = -1•I 14. MAY USE COMBINATION SEPTIC TANKS AND to
t o �; 40 PVC RECIRCULATION TANKS RATHER THAN SEPARATE IF U ce > Q1
INV. IN (SEE D-102 FOR NECESSARY OR DESIRED BY OWNER. Q Q - o)
MIN. 18" BELOW LOWEST WATER LINE • CONTINUATION) 0 U IX
T-_ INV. OUT 15. IN AREAS WITH LOW ALKAUNITY WATER, INSTALL ±55 0 J
o F.F.E. WITH WATER FIXTURE I rr.o } 1"-2" BELOW INVERT IN LBS. OF MARBLE ROCK (1"-3" DIAMETER) IN to 2 I.W..
`n 1 lo, w oz. 24"x24" MESH BAGS. USE 1 BAG PER E-Z TREAT
w . 21- a Q POD. PLACE MARBLE ABOVE "BEAD" PILLOWS. •
CAST-A-SEAL r 1
E xn a 402 RUBBER V
"' BOOT (TYP.)
•
N -
2 a POLYLOCK PL-68 OR
3• a ENGINEERS APPROVED EQUAL
MIN.
0
o z C�
3" •
g _ TANK FLOOR MIN. ``,,� O�17,
O O
MIN.
0 Z _ _ • • U C,
T ,D • ..•.I f !:;;;;• I I.•.I • I /-I.f f• •:A I'I • • •.•;• • I„f •.I.f.•.•:•:�Y ..•.• f • *.•.• • • I�• • • f.•�. • • f.•�f•f.
O • ` // /. /1
E / \J
I 1/3 TANK LENGTH -
SEAL
A SEPTIC TANK SECTION - 69
o D-101 NTS 170
c >.i o MA ``

2/3 LENGTH 1/3 LENGTH
.� I
— — � L — _ .r.I — J r- N
Q ILO
24"0 E-Z SET 30"0 E-Z SET 30"0 E-Z SET 0
RISER W/COVER ' I RISER W/COVER RISER W/COVER LU ty
CHECK VALVE
TO SEPTICz_- ::==.71-i
I I 12"
MIN.
I NUM
FLEX PVC II 1. SEE PLAN VIEW FOR ORIENTATION.
____ SCH. 80 PVC FULL UNIO
\ II 2. 2,100 GALLON PUMP TANK BY
'� `�\� 40111 TURBINE PUMP (TYP.) ilkiihio DAVID BRANTLEY & SONS 2,100w_ PT 346 =I-
< ■ila IILI1�
Ill
0 PVC GATE VALVE O DRAINFIELD Ct cn N w z Z
Z
~w Z
z
O r o w QU Ing -,
1" SCH. 40 FLOAT TREE O
PVC BALL TURBINE PUMP (TYP.) w w w U
N CHECK VALVEu- c Q O II 2
oN (TYP.) I I 1"4" PVC
N REDUCING TEE W ")D 2 Q ce
0
EFFLUENT I I -' O 0 ww, o
BYPASS VALVE TO FIELD FROM r
L_ I DOSING _L RECIRCULATION _ 0 N
3 t A i_If [CHAMBER -CHAMBER w
-o
I
3 C 160"
I
ALARM LIGHT0
A 1 E-Z TREAT RECIRCULATION/FIELD DOSING TANK PLAN 2� csi
N
0
o I I D-103 D-102 NTS �> CO
h F-N
nI I
coL----_I >- -3 Q C1`n
a CHECK VALVE CO
CONTROL PANEL—� 30"0 E-Z SET
a cn (LOCATED WITHIN Z RISER W/COVER BAIL VALVE M o 0
10-FEET OF TANKS) DIRECT BURY a 0 0
n CABLE TO PANEL -H i- BALL VALVE M
-DIRECT BURY W CVf1,
0 n .. q SCH. 80 PVC /---‘ CABLE TO i- to Q'
m FULL UNION • PANEL N Z M
U 1" PVC 0_''4;- I 1�, FINISHED GRADE L Z Z a 0 rn
ti CHECK
°�" f �� • z oil ir ii; _ r 1 g r x c1 ,
_ I --„ 1 2 ill
HQ0 = ILTO FILTER POD `- m o,
eI „ N C GATE VALVE Z U c4
v 1" SCH. 40 PVC O. �- p Z
2 I FULL UNION (TYP.) v 1II. W 0 d LLI
I FLOAT TREE BRACKET Q Z Q
co
� 111 .�� 0 2" AI °_° 3/16"ANTI-SIPHON t� N j Q,
___ SECONDARY TIMER/HIGH GAP -H HOLE (TYP.) �71 0 >- 5
o ,ccWATER ALARM (1' ABOVE -a ' FLOAT TREE SECONDARY TIMER SCH. 80 PVC TO U U i
o EFFLUENT BYPASS VALVE) W µ BRACKET p
1 DRAINFIELO F
4" SCH. 40 PVC
DROP TEE (TYP.) EVALVE FFLUENT BYPASS
*—HIGH WATER ALARM ..
C DOSE ENA�[U — - — * (I v
LOW WATER ALARM • 3/16"ANT1-SIPHON —DOSE ENABLE (TIMER ON� •
l /�
(REDUNDANT OFF - — i HOLE (TYP.) 1.._I
*—PUMP OFF II 3"
LL SEE EFFLUENT BYPASS a MIN.
MERCURY FLOAT J iI
0 VALVE SECTION SWITCHES (3) * co MERCURY FLOAT /N
0 3" a 5 PVC FLOAT TREE * SWITCHES (4) .7
gMIN. TANK FLOOR t 1 PVC FLOAT TR 1 `,=====11 ,,, (�
,,o4 , / 0 o
0 } "I, '
U C/)
- 2 3" PVC STAND CAST SOUD ZOELLER PUMP MODEL 53 / U
BAFFLE WALL HP 115 VOLT SINGLE PHASE - /\- (�
3" PVC STAND _ SEAS -
- 17069 =
ai STA-RITE HIGH HEAD MULTI-STAGE - '
SUBMERSIBLE EFFLUENT PUMP (V�
d CATALOG NUMBER STEP 20 (GP'�`` NIra*ArO4
''s9''•ENGINE #+ 1,t
y
E—Z TREAT RECIRCULATION/FIELD DOSING TANK SECTION y "'p•• 0 "' ��p4
0 2 S. MPG', .�
D 102 NTS '/''=Ii 11 1;;6177 `
4 '(

EFFLUENT BYPASS • •• 1. ULTRAVIOLET UGHT PURIFIER Cn
VALVE BY E-Z TREAT 2 o
UV-102 BY E-Z TREAT. J ti
FlNISFED GRADE 2. PROVIDE DUAL GFl RECEPTACLE 100% 4' WELL CAP Q LL
\ FOR UNIT AND HEAT TAPE. FIELD PRI LAMP1 BACKLAMP UP DISCONNECT
(TYP.) I O 0
, / ROUTE 2-#12,1-#12G, IN 3/4" 1 UNION
PVC CONDUIT TO 120 VOLT , 4" 2" / 1 ,,,� 2" 4• ,
• SINGLE PHASE 20 AMP BREAKER -linippwill'[•;�]IuIuI10�il'S
4' 90' BEND AT HOUSE. �III
• �} _I-_-_� , 3. ORIENTATION PER SITE �/ 4" x 2"
C I REQUIREMENTS. 4" x 2' REDUCER
4" FROM FILTER POD J 4 4. INSTALL 1/2" BALL VALVE FOR REDUCER 1/2" BALL w
4" SCH. 40 PVC FLOW CONTROL ` SAMPLING DOWNSTREAM OF U.V. VALVE =1-
CROSS (T1P.) �WE1R 4' TO UNIT. - ~} U
WATER LEVEL PLATE ULTRAVIOLET N CN > Z
CONTROL
4" SCH. 40 PVC DISINFECTION 5. MAY LOCATE IN RECIRCULATION TOP VIEW WITH ALARM M w Z
TANK IF ACCESS PROVIDED. N LU ZLii z
4 FLOAT BALL - . w Z U (1)2 D
o re -z tiQ O
N
- 2"x2"x1/2" /- I W ' 7 FP =4
N T 2
DUCIN� .lo - N� 0p
—f
N
3 ALL TANKS _L W
REQUIRE A 6"
y 12" THICK STONE 4" 2" 2"
iii
C ►.IN BASE (TYP.) P7 II I I ,�_, y I-�.
i • �. 1/2" BALL N
Q N
,o 3 .._,.,. _ 4" x 2' VALVE M -
N REDUCER �� p N
0 30" DIA. z` DISCONNECT > ti Lit N
E-Z SET - c`' UNION (TYP.) CO CO (`
a Q`n
co RISER HEAT PAD CD 0
CB) RECIRCULATION TANK SECTION PRIMARY . , 1007.
t LAMP BACKUP rl
3 NTS "Si1 LAMP o
_ , z: - W C"1 N
co.
N a
N N Z rM
NON-CORROSIVE • WASHED #57(13 Z Z 0
Ul REFLECTIVE AND STONEor)
o- PROTECTVE SLEEVE - a p V X
ti W CC X a
1- aoFLL
O ZUCDcea.,
SFCTInN VIEW'ald p Z N
2 w0ce a o wCD
0) aZ _Jv
2 U
ce '_a
a
o
_ , ULTRAVIOLET DISINFECTION UNIT "tio 0
•
1 D-103 NTS
c 30"0 E-Z SET RISER
a) W/COVER (TlP)
•
m � 3/4" BALL VALVE
{ 3/4' UNION -
u_ DIRECT BURY (Li.;
o MO 1 CABLE TO PANEL
•
0 4" 45 BEND
1‘41F CHECK PVC I
I
•
FLOAT TREE BRACKET
d1" SCH. 40 PVC LINE _ SEAL _
TO FILTER POD _ 17O69 : --/: `�
0 1. PIPING TO BE 4" SCH. 40 PVC. - ; -.../
2cu GRAVITY CLEANOUT -s FNGINti•
c DENITRIFICATION RETURN LINE ';,,�yS... . O?;� 7i�,`
o D-103 NTS D-103 NTS G/ R/Z

2" X 6" BOARD WITH ALUMINUM
BRACKETS ATTACHED TO POD WITH
7'-3-1/2- (TYP.) S.S. SCREWS TO ASSIST WITH J SOIL STABILIZATION (TYP. OF 4) Q c)I 0 6
w d'
CD
n 4' CPP (SEE SITE PLAN FOR
' o I�— h o OUTLFf)
L 3/4. CAP e o
o (TYP.) o
0 0 2
o ( Ik _..._ ----9 IL
o ( (NI >j.� Z
TO DAY UGHi
N ♦-
°� Z
o o `SPRAY NOZZLE . o 2 Z >-1- 0
o (TYP.) o K J 0 Q Lu 0
o oCeRI cr, I o a 0 2
o
.N I W �
N _ =a LU
0 0 , , o O VV)0 0
c f
n o PRESSURE GAUGE 1' BALL VALVE o D-104 p N
. \ o
cn w
3 o
o o
'ro
�a- N N
N o + O _
p Il I I 1
N \-1 0 D D 0 0 0 D 0 0 D 0 0 0 0 0 0 0 0_,) '> — Lii C 4' SCH. 40 PVC m N
�COO a 0
co- 90 ELBOW (TYP.) 1
s f 1 4.1
c
04 M
w M N fD
6
O 4. I- co
n Q
m co (NIZ M
:3 j cd QceU ZZa, Q Q J N Q ••
E -JO '- Ux
1 E-Z TREAT TREATMENT UNIT PLAN ,_ Q 0 = LL
ZU[D �
D-104 NTS p = Ooo ,-,
Csi
2 TOP OF POD w o Z
65
3' ALL AROUND p O J
cn SELECT BACKFILL
E T_ E-Z TREAT POD FILTER SYSTEM FREE OF DEBRIS N > N m
3 in ' a U V -Q,0 ii II FNIISFiED co D! J
.-. } SUPPLYGRADE 3. '1+. �' ~if) L.ILi
E li0 II= -J a
- —
N MAN, - 0 RETURN'U E v�Ij:1
7 zct
CC] 4' CPP PERFORATED N\---6' THICK #57 STONE ,' r lCA
TUBING (SLOTTED) BEDDING (TYP.) (fo t i•%%c:4,,s
Cl)v CA
AROUND POD (TYP.) SEE SHEET C-102 U
FOR INVERT OUT
_ SEAL • _ C�
A E-Z TREAT TREATMENT UNIT SECTION 1�O69 • = °�
• Cf. D-104 NTS C. �Q..lid kif
cy ;a. ,,'S',9•.• UNE GOB; �►"1i.��`
o '#.,,S. M AG,Z8�20� 1=4ø*1
'I,iiIiIII�!