NCG551780_More Information (Received)_20220124

P. O. Box 129
Morrisville, NC 27560
919-467-1239
MACCONNELL
& ASSOCIATES, P.C.
January 24, 2022
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:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
Fax [phone]
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 Ietter, 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
• 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
Resubmittal: January 24, 2022
0.
17069
V? 07 -2-
Prepared By:
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, NC 27513
Phone: [phone]
P.O. Box 129
Morrisville, NC 27560
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
S'EHL
• 17062
WIM
y `' '+G I33 4 0 /2,02 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]

Environmental
Quality
National Pollutant Discharge Elimination System
(NPDES)
Division of Water Resources
Application for SURFACE DISCHARGE
Certificate of Coverage (COC) Under
General Permit NCG550000
For Single -Family Residences and Similar Discharges
100%domestic wastewater - <_ 1,000 gallons per day
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage (COC)
N
C
G
5
5
Check #
Amount
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
2. Owner's Contact Information:
Applicant Type: ® Individual ❑ Corporation ❑ Partnership
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 21Sept2017

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].
❑ Installation of a New Wastewater Treatment System (Ifyes, skip to Number 9.)
❑ Expansion of an Existing Wastewater Treatment System (for example, adding bedrooms) (Ifyes,
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. ❑
❑ Sand filter — Discharge to Surface Waters [or other, as defined 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 defined 11A NCAC
02H .0103(11)]. 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. ❑
O 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 ❑ UV disinfection
❑ Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination ❑ Dechlorination ❑ Other components:
❑ Self -Contained POD system [describe]
® Leach Field
❑ Post Aeration (specify type)
S. Provide Details of Single -Family Residence (SFR) or Similar Facility:
a) Type of facility:
® Residential
❑ Other:
❑ Commercial
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 21Sept2017

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 11 No ❑
_ 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 ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination ❑ Dechlorination ® Other components: Recirculation Tank
Z Self -Contained POD system [describe] E-Z Treat Pod Filter System
❑ 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 existine flow? ❑ Yes ►1 No
Provide details of the Proposed NEW Discharge [Flow and Source Water]:
❑ 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 21 Sept2017

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 Iand application? Yes ❑ No Ej
(2) Is there sufficient area on -site? Yes ❑ No IZ
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 DEQ 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 -Quality 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 confunn 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.
f) 7010/30Q2 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 Iocation(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 I.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 1 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 ssociafig ¶.
(Please review 15A NCAC 0
ed signing officials)
r ; May 28, 2021
(Signature ofApplica 1 = 0 770s9 ? ` (Date Signed)
9,A : N P S,ze/ �
1-%.4G1N�*V47'
NOTE: Treatment System Mainten�``�Ved - Upon receiving a Certificate of
Coverage/Authorization to Construct (COC7'A'TC), 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 21 Sept2017

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P. O. Box 129
Morrisville, NC 27560
919-467-1239
MAcCONNELL
& ASSOCIATES, P.C.
May 27, 2021
501 Cascade Pointe Lane
Suite 103
Raleigh, NC 275I3
Fax [phone]
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 ..et
nifer Fe si)
ate car lit 1

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
Sewer Connection Fee 1 Sum $200.00 $ 200.00
Sewer Monthly Fee 1 Monthly $45.00 $ 45.00
Engineering 10 % $ 19,800.00
Contingency 10 % $ 19,800.00
(1+r)
PV=Co+C n1
_ r(1 + r) J
(Co) of $ 237,800.00 annual recurring costs (C) of $45.00, and a discount rate (r) of 5.625%, the
20-year (n=20) present value of costs would equal
PV=$238,330.00
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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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 properly 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 500 gallons per day.
The evaluatipn 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)
gOther (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).
Environmental Health Division
Human Services Building 1414 East Main Street, Durham, North Carolina 27701
[phone] I Fax [phone] I dconc.gov/publichealth
Equal Employment/Affirmative Action Employer

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 Canter, 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 [phone] or download it from the
OAH web site at http:/lwww.ncoah.comlforms.htrnl . 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 150B-23) to serve a copy of your petition on the
Office of General Counsel, N.C. Department of Health and Human Services, 2001 MalI 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. I]epartrnent of Health and Human
Services.
You may call or write the local health department if you need any additional information or
assistance.
Sincerely,
Noelle M. Spence,S
Environmental Health Program Specialist
Enclosures: Copy of site evaluation
Copy of Rule .1948

ON -SITE WATER PROTECTION BRANCH
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OWNER
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PROPOSED FACILITY:
LOCATION OF SITE:
WATER SUPPLY: Private
SOILUSITE EVALUATION
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DESCRIPTION
II'irlAL SYSTEM
REPAIR SYSTEM
OTHER FACTORS (.1946):
SITE CLASSIFICATION
EVALUATED BY:
Available Spaee(.1945)4.
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COMMENTS:
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Updated February 2014

•••• ••••• ram -ma. erv.m. arm • ••• INO ••• M..60.1 1
(Condnuation neet-Compkte all field infidl)
DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON-S1TE WATER PROTECTION BRANCH
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COMMENTS:
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PROPERTY ID #i8
DATE OF EVALUATION.
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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
200 Broken Arrow Trail
Your>gsville, NC 27596
Rocco Adolph Ferrusi and wife Jennifer Lynn
Ferrusi
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 B3:186584
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.
(7k1":--;aat1W. 65(SEAL)
Linda H. Sinclair
By: (SEAL)
Title:
(SEAL)
By: (SEAL)
Title:
State of IL L . / County of Our ri
I, the undersigned Notary Public of Dui 4oLyy,L 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 r seal this (a day of
September , 2014.
My Commission Expires: 1 101 1 aQ /s
(SEAL - STAMP) Notary Public
2

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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]

/ .. ". . . i .• 4 .
1 . Durham County Health Department
„....
• . . , ..". --'• sEFeric TANK PERMIT
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No 9306 ' Area 'Rural , . --. : ('',z.41. ••••••.;•. '•• ''..1-' • -•.47. Durham; N.' b..; . -.. ' ; Oct. 41: '.' :•19.64. .,
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Owner. - '.11" • • 1" ; l'a•Les ' • ' '• • ' " - ' ' "'-' - '.'• Address
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Location oFparty Northeast.cornbiia §1.• at Spii.th Drive ,, ,..•••• „
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PERMISSION is hereby granted ,to install a Septic Tank and Secondary Treatment _systems, to receive •
, .••,,, .„ . i__ ,• 0 ,•t- . - - .:,...;,:••. ,•...- :..•• • .,••• • '•_'. ... '' ' - ,' rip.2Ak I
'Wastes from fixtures enurneraied: on- Fluiabing Permit. No- ..;;,...?;•Pu '. in accordance with -Chapter I,. Art.•
VI, Sections 1 & 5, Durham County Sanitary, Code,. at the above , locition, consistent with _existing con-,
ditions as destribed belo*: 41"....f.iltk.',:,!,-.1",•; .1 ;;; .1..1 -••";: ek•I 1 .7,.,i .. •••:. I. rd .. ,- -• • • '',...%-• ; ; 11 ' - i : ' . 1 , , ' A
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outlets. '
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Nitrification Field. 1 ' lineir.::/9..q.‘,:...Ft.long. ... ................................ laid to proper grade and depth, using
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NOTE; Installation to be made aceordingto sketch: on reverse side; DO NOT 'hover any part of installa-
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Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Project Narrative
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▪ MA CC() + 11. D z 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]

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
-A' •
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AAA i.r r , -` " 2_e2 pZ Z
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.Q. 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 Iocal
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 1 SA .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. it 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"1 to 1/3'd.
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)
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
Calculations
t 17069 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]

Dosing Tank Pump Design
Jennifer Ferrusi
Discharge System with
Durham County, NC
Date: 5/28/21
Total Dynamic Head:
1.25"
Discharge
E-Z Treat Treatment System
Designed by: VJH
Checked by: GSM
Determine Static Head
High Pt. in FM =
Pump Off Eiev =
Total Static Head=
461.00 feet
456.20 feet
4.80 feet
4.80 feet
Determine Losses in the Force Main (HI + Hf)
Determine Equivalent Length of Force Main
Hazen Williams "C" Factor
C1=
C2=
140
140
Pump Station Design Flow
Flow set by design.
Q=
Single or Dual
Force Main Size
SCH 40 PVC
SCH 80 PVC
15.0 GPM
Single
1.25 inches
Size (in.)
1.25" SCH 80
Size (in.)
3"SCH 40
Discharge (Sch. 80)
Gate/Ball Valve
Size (in)
1.25" SCH 80
1.25" SCH 80
Number
121
0.8
Eq. Length
1
1.2
121
0.96
0
1
Gate Valve (3/4 Closed'
Check Valve
90 Degree Elbow/Tee
1.25" SCH 80
1.25" SCH 80
1.25" SCH 80
1
1
4
100
10
4
100
10
16
0
0
0
3" Forcemain
Forcemain (SCH 40)
3"x1.5" Reducer
45 Degree Elbow
`90 Degree Elbow/Tee
3"SCH 40
3" SCH 40
3"SCH 40
3" SCH 40
20
1
0
0
1
5
4
9
0
0
0
0
20
5
0
0
Total Eq. Length (feet) =
HI + Hf = 0.2083 * (100/c) A 1.85 * (QA1.85/d^4.87) * (Eq. Length/100) =
Total Head Loss (HI + Hf) =
[Total Dynamic Head = Static + HI + Hf = 17.40 feet
248
25
12.58
0.02
12.60

Dosing Tank Pump
ifj
C)
0
0
I
(laeA.) H0
0
0
0
0.1
0
2
a_
L
0

MacConnell & Associates, P.C.
Project: Discharge System with E-Z treatment system
Owner Name: denninier 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:
1. Treatment flow is based on unadjusted flow.
2. Irrigation flow is based on reduced flow
Number of Bedrooms:
Average Daily Flow per Bedroom:
Unadjusted Design Flow:
Flow Reduction:
Adjusted Flow:
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)**
Note:
Input
Calculated
5.0 Rooms Given
120 GPD 15A NCAC 18A .1949
600.0 GPD
0 % 15A NCAC 18A .1949
600.0 GPD
< 480
_
1,000
1,250
1 Model 600 pod
4 Bedroom
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=0.75Q+1,125
1 Model 600 pod per 600 gallons
**Recirculation/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:
Septic Tank Volume Provided:
1250-0 Gallons
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:
Tank Width:
Lowest Invert:
Effective Volume:
Septic Tank Storage per Bedroom:
Septic Tank Storage/Detention:
9.9 foot
4 9 foot
3.5 foot
1260.3 Gallons
252-1 Gallons
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 x 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 storaee 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 Vold 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: 17502 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 Ferrus]
Project Number: AS7101.00
Location: Durham County, North Carolina
Subject: .h.-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 mgll From EPA Design Manual
NH3: 25 mg/1
N-Organic; 34 mg/1
TKN: 59 mg/1 N-Organic + NH3
NO3 + NO2: 1 mgll
TN: 60 mg/1 TKN + NO3 + NO2
Total Coliforms: 75.000,000 Number From NSF 350 Approval
Effluent Limits:
Carbonaceous Biochemical Oxygen Demand (CBOD): <10 Proposed Effluent Limit per 15A NCAC 18A .1970
Total Suspended Solids (TSS): <10 mg/1 Proposed Effluent Limit per 15A NCAC 18A .1970
Ammonia Nitrogen - NH4-N <10 mg/I Proposed Effluent limit per 15A NCAC 18A .1970
Total Nitrogen (TN) <20 mg/1 Proposed Effluent Limit per 15A NCAC 18A .1970
Fecal Colifnrm: <1000 /100 ml Proposed Effluent Limit Geometric Mean per 15A NCAC 18A. .1970
Semitic Tank:
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:
BOD (5-Day): 120.0 mg% Concentration - Percent Removed
TSS: 90.0 mg/1 Concentration - Percent Removed
NH3: 42-0 mgll Concentration - Percent Removed + N-Organic Converted to NH3
N-Organic: 17 0 mgil Concentration - Percent Removed - N-Organic Converted to NH3
TKN: 59.0 mgll N-Organic + NH3
NO3 + NO2: 1.0 mg1 NO3 + NO2 Effluent + Retum from Recirc Tank - Denitrified
TN: 60.0 mg/1 TKN + NO3 + NO2
E. Coliforms: 37 500,000.0 /100 ml Concentration - Percent Removed
Media Filters (E-Z Treat Pod),
BOD Removal:
TSS Removal;
NH3 Removal (to Air):
NH3 Nitrified to NO3 +NO2
N-Organic Converted to NH3:
NO3 + NO2 to Septic for Denitrification:
E. Coliforms Removal:
95.0 Percent Given
95.0 Percent Given
2.0 Percent Given
95.0 Percent Given
95.0 Percent
90.0 Percent
50.0 Percent

B,-Z Treat/Re-Ore. Tank Effluent Concentrations:
BOD (5-Day); 6.00 mall Concentration - Percent Removed
TSS: 4.50 mall Concentration - Percent Removed
NH3: 2.87 mall Concentration - Percent Removed + (S.T. Conc. + (N-Organic to NH3) Nitrified)
N-Organic: 0.85 mall Concentration -N-Organic Converted to NH;
TKN: 3.72 mg/1 N-Organic + NH3
NO3 + NO2: 2.05 mg11 NO3 + NO2 S.T. Effluent + Nitrified NH3 - Return to Septic Tank
TN: 5 76 mall TKN + NO3 + NOi
Total Coliforms: 18.750.000.0 /100 ml Concentration - Percent Removed
Ultraviolet Disinfection:
Deafen
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/1 Concentration - Percent Removed
CBOD: <6.00 mg/1 CBOD < BOD as CBOD only measures oxidation of carbons.
TSS: 4.50 mg/1 Concentration - Percent Removed
NHS. 2.87 mg/I Concentration - Percent Removed + (S.T. Conc. + (N-Organic to NH3) Nitrified)
N-Organic: 0.85 mall Concentration -N-Organic Converted to NI -fa
TKN: 3.72 mg/1 N-Organic + N113
NO3 + NO2: 2-05 mg/1 NO3 + NO2 S.T. Effluent + Nitrified NH3 - 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 nil Fecal Coliforms < Total Coliforms < 200 colonies/100ml = 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 =
Pod Buried Volume =
5/4 Trex Board Area =
5/4 Trex Board Volume =
Soil Area Over 5/4 Trex Board =
Soil Volume Over 5/4 Trex Board =
rTotal Upward Forces =
60.06
30.03
14.67
1.34
14.67
7.33
sq. ft.
cu. ft.
sq. ft.
cu. ft.
sq. ft.
cu. ft.
Total Buoyant Force of Basin = 1,874 #
Total Buoyant Force of Trex Board = 84
Total Buoyant Force of Soil = 458
Determine Downward Forces:
5/4 Trex Board Area =
5/4 Trex Board Volume =
Soil Area Over 5/4 Trex Board =
Soil Volume Over 5/4 Trex Board =
14.67
1.34
14.67
36.67
sq. ft.
cu. ft.
sq. ft.
cu. ft.
2,415
Total Weight of Trex Board = 81 #
Total Weight of Soil =
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.
3,667 #

peptic 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 pirsnsions
Lid Thickness (L)
0.33
_
(feet)
Lid Hole Diameter (H1)
24.00
(inches)
(inches)
Lid Hole Diameter (H2) - If tank has only one hole, leave
blank.
24.00
Lid Hole Diameter (H3) - If tank has only one hole, leave
blank.
(inches)
Length of Tank (A)
10.38
(feet)
(feet) '
(feet)
Width of Tank (B)
5.38
Height of Tank Excluding Lid (C) - This value includes the
base thickness but excludes the lid thickness.
4.67
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)
(feet)
Base Thickness (E)
0.33
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
ofC -E.
4.34
(feet)
Add concrete inside the tank to make thicker base?
0.00
(feet)
If yes, how much? (U) If no, enter a value of 0. Please note:
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 O.
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
horizontal distance, P, from all four tank walls.
0.00
(feet)
If ves, how much? (P) If no, enter a value of 0.

$Ummary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E
and F.
0.33
(feet)
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.
This is equivalent to the sum of L, C - E, E, and F.
5.00
(feet)
Final Inside Height of Tank - This measurement is the value
ofC -E -U.
4.34
(feet)
Final Volume of Tank
208.77
(cf)
Final Volume of Tank
1561.71
(gallons)
Unit Weights
Unit Weight of Water
62.40
(Ib/cf)
(Ib/cf)
(Ib/cf)
Unit Weight of Dry Soil
110.00
Unit Weight of Submerged Soil
47.60
Unit Weight of Saturated Soil
120.00
(Ib/cf)
0Unit Weight of Concrete
145.00
(Ib/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker
base (Weight of extra concrete due to U)
0
(Ib)
Weight of extra concrete on bottom of tank used to create
thicker base (Weight of extra concrete due to F)
0
(Ib)
Weight of extra concrete due to lip (Weight of extra concrete
due to P)
0
(Ib)
,Weight of concrete removed due to lid hole
301
(Ib) 1
Soil and Concrete Weights
Weight of Soil on Lid
3982
(Ib)
Weight of Soil on Lip
0
(Ib)
Weight of Lid Alone
2368
(lb)
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
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
9858
(Ib)
Water in Tank
Water Level in Tank - Please note: The value entered must
be less than the final inside height of the tank.
0.00
(feet)
Weight of Water in Tank
0
(lb) 1

eight Pf Syitei. Q1rniRoneritS
Total Weight of Soil on Tank
r„
3982
(Ib)
Total Weight of Concrete
9858
(Ib)
Total Weight (Tank, Water in Tank, and Soil)
13839
(lb)
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),
Ka
0,33
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 1 (Ib)

Recirculation & Dosing Tank (2100 PT 346)
Basic pi i ens ons ,
Lid Thickness (L)
0.33
(feet)
(inches)
Lid Hole Diameter (H1)
24.00
Lid Hole Diameter (H2) - If tank has only one hole, leave
blank.
24.00
(inches)
Lid Hole Diameter (H3) - If tank has only one hole, leave
blank.
0.00
(inches)
Length of Tank (A)
13.17
(feet)
Width of Tank (B)
6.33
(feet)
{feet}
Height of Tank Excluding Lid (C) - This value includes the
base thickness but excludes the lid thickness.
4.67
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)
(feet)
Base Thickness (E)
0.33
Distance to Groundwater (GW)
2.50
(feet)
ustomizations` .0 Ad ` allast I
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
ofC -E.
4.33
(feet)
Add concrete inside the tank to make thicker base?
0.00
(feet)
If yes, how much? (U) If no, enter a value of 0. Please note:
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
horizontal distance, P, from all four tank walls.
0.00
(feet)
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
and F.
0.33
(feet)
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.
This is equivalent to the sum of L, C - E, E, and F.
5.00
(feet)

Final Inside Height of Tank - This measurement is the value
ofC -E -U.
4.33
(feet)
Final Volume of Tank
320.19
(cf)
Final Volume of Tank
2395.15
(gallons)
Unit Weights J
a
Unit Weight of Water
62.40
(lb/cf)
(Ib/cf)
Unit Weight of Dry Soil
_
110.00
Unit Weight of Submerged Soil
47.60
(lb/cf)
Unit Weight of Saturated Soil
120.00
(Ib/cf)
(Ib/cf)
Unit Weight of Concrete
150.00
Changes in -Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker
base (Weight of extra concrete due to U)
0
(Ib)
Weight of extra concrete on bottom of tank used to create
thicker base (Weight of extra concrete due to F)
0
(Ib)
Weight of extra concrete due to lip (Weight of extra concrete
due to P)
0
(Ib)
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
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
14200
(Ib)
Water in Tank
Water Level in Tank - Please note: The value entered must
be less than the final inside height of the tank.
0.00
(feet)
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),
Ka
0.33
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 I (Ib) I

Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Equipment
7;
®arm '�;IN f:°•R* 1��
A li! t 1 .,�,N f
®ly/?62z
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]

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: 703-753-SO43
Contact: Carl Perry, President
Michael Stidham, Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: April 24, 2015
June 15, 2015
January 6, 2017
Tank Size and Sampling Revisions
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:
L 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-II 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 6, 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 case -by -case basis in accordance with
the Large Systems State Review/Approval Process (Rule 15A NCAC 18A.1938).
E. System Description
The E-Z Treat Pretreatment system consists of 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 final 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 inflowtnfiltration.
TV. System Sizing
The system sizing criteria shall be based upon the long terra 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

IWWS-2015-03-R2
January 6, 2017
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
final 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
Flow
(gpd)
Minimum
Septic Tank
Volume
(gallons)
Minimum
Recirculation/Pump
Tank 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 pods
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 = 0.75Q + 1,125
1 Model 600 pod per
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 bade 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 Stu 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
January 6, 2017
Page 4 of 10
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 he 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.

1W WS-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 13-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 Testi' 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'h 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 1/2-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 shalt be
measured during start-up and set to be in accordance with the system design with start-up settings
recorded.
' victor D'Amato and 'striver Devkota, Development of PrJabricrued Septic and Pwnp Tank Construction and lutallailon Standards forNorth
Carolina.
National Precast Concrete Association, Best Practices Manual Precast Commie On -Site Wastewater Tanks, Second Edition, October 2005, 24.
3 National Precast Con retc Association, Best "oaken Manual Precast Concrete On-51te Wastewater Tanks, Second Edition, October 2005, 24.

IWWS-2015-03-R2
January 6, 2017
Page 6 of 10
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 lime 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 mimimurn, 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 drain' field 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.

IWWS-20 I 5-03-R2
January 6, 2017
Page 7 of 10
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
I. All sampling shall be done in accordance with Rule .1970(n)(3) and (5). 13-Z Treat systems
shall be sampled annually (semi-annually for systems with a design flow of 1,501 to 3,000
8Pd).
2. TS-II systems influent shall be analyzed for TKN.
3. Effluent for all systems shall be tested for effluent CBOD5 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-II standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analyzed for fecal coliforms.
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 Iocated 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(nX3)(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 LHI) 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 tanks 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

IWWS-2015-03-R2
January 6, 2017
Page 8 of 10
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 VILE.
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 Jmprovement 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. Price 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

lW WS-2015-03-1t2
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 13-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.
I. For sites required to be evaluated by a Licensed Sorl Scientist or Professional Geologist (see
Section V and IX.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. A11 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:

1.4
•0-
00
a
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fLci

NSF International
OFFICIAL LISTING
1SI irterastional Cert.ities that the product, appearing on this Listing conform to the requirement', of
NSF/ANSI Standard 245 - Wastewater Treatment systems - Nitrogen Reduction
This in the Official Listing 10, 2015.
E-Z Treat
P.O. Box 176
8ayJ1 rkat. VA 20618
703-753-4770
Facility: Rocky 34maat, ne
Acted
Capacity
aedel 15 bar ealloas/AaY
1600
600
*1200 170D
Note: Addition, Shell not be made to th.ta document without prior evaluation and acceptance by NSF international.
1 of 1
789 N. MenloRoad Ann Arbor. Michigan 48105.9723 USA
r-g0043SF-MAR,(/ 734-759.80!0
wwwF. aterg
C0173840

t NSF International
OFFICIAL LISTING
OSP International Certifier that the products appearing on this Listing conform to the requirements
NSY/ARS1 Standard 350 - Qnsite Residential and Commercial at Reuse Treatment Systems
This is the official Listing recorded or, December IV, 2015.
8-Z Treat
P.O. Box 176
lisyaiar et, VAS. 20616
703-753-4770
Facility: Rooky Narat, NC
V1200 3200 C2ame R Wastewater
Rated
cepecity
Nodal Member tallow/Dap ciaisi#icatien Type
1600 600 Class R Naatewatar
NOM Clam R Single family residential dwellings
Note; ,Additions .1. not h. tad!.
to this document without prior evaluation rod-!I=y.V:_r- by NSP lntarnatinnal.
3 of 1
789 N. Difcboro Bs"). Ana Arbor. Mit igen 48105-9723 USA
i-1100.NSP-MARK1734 7694010
wwwx#totg
C0173840

CAST -I{ EA' 4 / 0 F
Submittal Specification
A leant pipe to•druchue orllnecke shall be employed") the
carnation of the eentmlyr seder Pipe to precast Metros. The oaneedor
shed be CAST -A SEAL• 402M02F BB menufartrred by Prese-Seal
Corporation, Fort Wayne, Marra, or approved equal. The connector shell
be Se soli entreat idled Ont esszeair le,waertightseelDttepipe
tithe precast *Mum The conner'rshell car doterufbbergestarteld
en externalteke•up clamp,
The robber pasted element sh be mistreated ' of syn-
Mcin Of natural mbar, end shall meat or eoweed the *drag PRIPwty
of AVM G923.
The e)Ilereel tatse-u p damp shell be mrrabuded of Series 300
nol►AIBQaeIC stainless Meet end shod dike no welds in Ss coniCuo-
tbn. The damp sired be Instilled by torquing M eluding wear using
PRODUCT
SPECIFICATION
and SELECTION
torque -acting wrench evaiieble from the 1lwlnector menafaCtuler.
Selection tithe proper tdae connector far the and Pipe
requirement end melon thereef she/ be In OM conformance with the
rearnle rktIolsoftheconnectormanufacturer.Anydeadendpipeclue
hrsfdiedler connectors Middbe reatratled from mammal perASTit C 923.
The brined connection shall p o de see*ng to 13 psi (tln1-
mum) and shell eta wrinmdate def ectlon of the pipe to 7 degrees (mini-
mum) without lose of seal
Vacuum Nang shall be conducted in strict canraneaxe with
A8TM C 1244 prier to MIA Other teeing shall be conducted hi strict
conformance wit the requirements of ee connector manufacturer.
Cl15T. SEAL412 PIPE SIZE
4'520i00
452.0402F't
CAS ADAPTER
1.25'-r(31 -S1 nerd
4't10D rood
3 (15non)
PIPE OLD RANGE
1.5' - 2.75' (38 - 70 mug)
49;110A*41401
1.2-4.T(107-11eHind
;Y,p:'7'$TSJAiO:PI n}:
PRODUCT PERFORMANCE
CAST-A-SiEAlA02/402F meets and/or exceeds
all nomad/wants of ASTM C 023, Incluting physical prop-
erties of materials and performance testing. inducting:
• 13 psi minimum In straight algnment
• 1 D psi at minimum Tangle
- 10 psi minimum under shear Toad of
150 Ihs/im, pipe diameter
GAST-A-SEAL 402J402F meets andWarexceeds the
requirements of the following Standards, Specifics -
dotes, [nodes, and Test itae lDds:
ASTM C 923 Standard Zjmcgration &Radiant Connectors
9atroasn Rebrfared Concrete Manhole Sanctum
end Lmwals
• ASTM C 1844 Sleodme 5paai&ndOn forRasNorat
Ca vest s Beeman RefitrEedConcrete On -Site
Was: ter Tanks and Pipes
• ASTM C 147a Standard SpeollsatIOR For Rorn, Draw Resilient
Oars Between ReInfo tad Concrete Sawn Sewer
San t wa Pipes and Laws&
▪ M rzd C 1244 Sbendetd Test Method for Camels Sewer
Martians by the Nagaava Alr Plume (VeC sun) Test
• MAPMO/ANSI 2100D Slende,dfor Prefseckated Septic Tanks
• IAPMCYANSI21E01 Slanderdfar Prefabricated Gratify
Groom laleseepfors
• NPC'AS61 Practices Manual&Precast Concrete On Site
Wastewater Tanks
• NOWPA Model Code Framework
WALL TIOCKNE3s
2.5'-5" (54-T50Ind
• 24 4**WOW
- 4.sr (1l4-102nin)
4 :c" tG, ran corgi
APPLICATION
STANDARD
Closed Face
Use with 4' CAST A -SEAL
TYPICAL 1ESi' RESULTS rip CAShk3EAL 4Jl6402f ins InA6111 C 154E C62R mom 14716
Toss
ASTM Tear McU,od
Test Requirements Typicr ar Rau,
CHEMICALRESIS-
TANCE; IN SULFURIC
ACID and 1N
HYDROCHLORIC ACID
TENSILE STRENGTH
ELONGATION AT
aRFax
HARDNESS
D 534, AT 221C FOR
48 FIRS
D 412
D 412
D 2240 (SNORER
DUROME71:i2)
NO 1VEIGHT
NO WEIGHT LQ5$ LOSS
NO WEIGHT LOSS NO WEIGHT
LOSS
1200 PSI, MIN. 2100 PSI
3S1r9L MIN.
t$ FROM THE
MANUFACTURER'S c2
SPECIFIED HARDNESS
ACCELERATED
OVEPMGING
COMPRESSION TEST
WATER ASSORPTuuv
I7 577 Nil PC
FOR 7 DAYS
D 325, I1ETHOD 0.
AT701CFOR 22HR5
DECREASE of T59J,
MAIL OF ORIGiNIU.
f ENSILE STRENGTH, DE
CREASE OF 20%, MAX
OF ELONGATION
DECREASE OF 25%.
MAX. OF ORJGINAI. DE-
FLECTION
-139I TENSILE
CHANGE. -14%
ELONGATION
CHANGE
OZONE RESISTANCE
LOW TEMP,
BRnTLE POINT
D 471 IMMERSE 0,75
BY 2-IN-SPECIMEN
N DrsTnlED WAT
AT 70'C FOR 46h s
D'1171 PATlNGO
D 746 NO FRACTURE AT -40'C
INCREASE OF 1096
MAX. OR °MURAL BY
WEIGHT
13%
356%
PASS
PASS
TEAR RESISTANCE
D624,METHOD B
200 LBFIN. (INN.)
450 LBFAN.
PresiSsel Wiwi; tI rnlbmweorr h mecum* 9a as it pubffeatlar dale. Jnf armego , epddacedent, and Ones
are still subJed to change welrout notice. Press -Sari h nd rasp:flak for airy Nedeertear errors. Copyrigrnt2012.
En: (260) 436-I908
PRESS -SEAL CORPORATION
Proteoen2Our Pothers Clear; War
isomar a ar&wawad • i8a7BCJ LIAAenatea
Beath rsa sea]
Wdx v]ste,ptesa-seai.c4 n

CAST-A-SEAI:402/402F
.WIIM It 4,
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
reusable heavy-duty solid plastic mandrel that is
installed directly to the form. After the concrete is
cured, the form is opened, removing the mandrel
from the gasket, but leaving the CAST -A -SEAL
40?.1402F connector embedded in the concrete.
The gasket is then simply unfolded at the jobsite
and is tightened around the pipe using the sup-
plied stainless steel take-up clamp.
W.by It'sIt's Ret
• Simple cas -in design provides flexible
watertight connection.
• Eirninates infiltration and exaltation.
Improves on -site system performance
and minimizes maintenance.
• Protects groundwater from unintended
discharges.
• Use in an -site treatment structures, grease
interceptors, manholes, wet wells, pump
and lift stations, storrnwater structures, or
any application requiring a flexible
watertight connector.
Attach mandrel
to outside ten
w®tl.
(111.1)
Invert goat
into casting
position.
Place gasket
end mandrel In
form etrd pour.
CAST -IN BOOT -TYPE
CONNECTOR
for 1-1/4" to 6"PVC pips~
(32 mm 150 mmj
1
�M
}low It Performs
CAST•A.SEAL 482/402Fmeets orexceeds
aftregukements of the following Standards,
Codes, Specifications andrbr Test Methods:
ASTM C 1.227 IAPMO Z1000
ASTM C 1844 IAPJIMO Z10D1
ASTM C 923 NPCA Best Practices
ASTM C 1244 NOWR4 Model Code
ASTM C 1478
Sam forelWian To Were Mars Info
On nit Praducton The Webl
Ship form and
wand el, waving
gasket In place.
invert gasket is Outside
aftanl insert pipe and
tigliten takes damp.
Press -Seel babies er! krmrnetian kr moonier e ea al nu publication dee. hdrnrmatlon, spsrafserbons. and elm
are as subject to change without nudge. Press -Seal is not response is -ally Inadvertent errors. C.opyroir 2012.
Phone; 800 348-7325
Fa C260) 436-1908
62
PRESS -SEAL CORPORATION
✓fig Our Plana s Chan 144derSmloly
rsn+mrwarlr err; • ISMSCPAI Vanua at
Ensalbsnles@preas`aealccon
Web: www.pros-sesl.00m

Pit, -
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
,, 20" x 6" Risers (Green or Black)
• 20" x 12" Risers (Green or Black)
• 20" Lids (Green or Black)
20" x 6" Riser
20" x 12" Rser
20" Lid
Adapter Flange
24" Riser System
■ 24" x 6" Risers (Green or Black)
• 24" x 12" Risers (Green or Black)
24" x 18" Risers {Green or Black)
F 24" Lids (Green or Black)
24" x 6" Riser
24" x 18" Riser
24" Lid
30" Riser System
• 30" x 12" Risers (Green or Black)
• 30" Uds (Green or Black)
0-x'T Fl� ,
30" Lid
Adhesive Sealant
20" Locking Rings
- 20" Safety Pans
24" Locking Rings
24" Safety Pans
24" Adapter Rings
30" Locking Rings
Contact Infiltrator Water Technologies'Technicai Services Department for assistance at 1-800-221-4436

L":"EZset
.701Yr
reAL411111 rrEBa
by INFILTRATOR
20" x 6" Riser Cutaway
•I•
24" x 6" Riser Cutaway
24" x 18" Riser Cutaway
.1217.0t
YpLLTHICKNESS ,
IMS err
.•,,.
17.
•
Riser Specifications
20" x 12" Riser Cutaway
24" x 12" Riser Cutaway
fle1.'11DNM
54,04
30" x 12" Riser Cutaway
INFILTRATOR WATER TECHNOLOOES, LLC 11 ifra tor"
E2set by Infiltrator LIMITED WARRANTY
ONE (1) YEAR MIATEWALS AND WORKMANSHIP LIMITED WARRANTY
be The United %twe my Is 'stalled to the and row of on Eiea hr hrlibeturriser and kr systm end otriv eoraarodes.
M Ebel system tsrelfsehwd by IAitrdw, when installed and apwatsd In acoordenoo with Li*aloys AWalaboo
Inhtsroons end bW reputation by a roamed tvtmlar, is warranTsd to Yon: l whimsll d8eof a Atheists rod Y,rnkmenanp
for one DI yaps after ins!ekhcn. MtBmew ark at Is options (q wok the aatotlw product or pA r4+koe 1s dsfesike
mharlss,Lalholo oMaly sparilealy excludes Ors omat tefmWi n"d o- irsrathioe of the Mart system
1b} s erdr to esardro M wrrr,ty dSMs, you mud mLy krabator h wdlhB at Its corporate ha dgNryfa At Old Saybrook
Coonsolich Whin Awes (14 days of file dogeddelecL
kI YOUR &C9RISh,E REMEDYIMTI1 RESPECT 'MANY AND ALL LOSSES OR DAMAGES RESULT! FROM ANY
CAUSE WHATSOEVER SHALL BE WARMED N SUBPARAGRAPH (IS ABOVE NMLTRATDR (HALL N NO EVENT BE
LelaEF]R ANY OCNSEOUENTIAL OR INCJDENTAL DAMES OF ANY KM H0W4v,PR ocr-es0N20, WHETHER BY
NEGLIGENCE OR OTHER/SSE. BOLE STATES CONUTALLD,Y THE INCLUSION OR WU MITCI1 OF INCIDENTAL OR
rxxesEOIJ68IW. LIMTAG88. SO THIS UMIWA1ori OR OCCLUSION MAY NOT APPLY TO YOU, 815 WARRANTY OWES
YOU SPELFTC LEGAL, RIGHTS AND YOU MAY ALSO HAVE CTHg1 RIGHTS 141404 VARY FROM STATE TO STATE
INFILTRATOR
systems Inc.
4 Buslneaa Pak Road
Y.R. Box 768
Old Saybrook, CT 08475
880-577-7000 • Fax 880-57i-7001
1-800-221.4490
www.MRITratarwaier con
HSTHIS LINKED WARRANTY IS THE EXOWSIVE WARRANTY GIVEN BY INFILTRATOR AND SUPJSTSECESANY PRIOR
CONTRARY, A000I0NA1, OR SUBSEQUENT REPRESENTATIONS, WIIEAH81 ORAL OR TAUTER W LTRATOB
DISCL.VMSAVOEIIOII.OES TO THE GREATEST RTDITALLOWED BY LAW ALL OTHER WARRANTIES, Wd0THgi
IMPRESS ORNPLED.Oft STATUTORY, WCLUONG ANY WARRANTY OF MEf 4W1TAle lrY. FINESSE FORA
PARTICULAR PUFPOSEAND ANY IMPLIED WARPANf1ESOTNERYM3E ARISING FROM COURSE OF DEAURO.
COURSE OF PERRIRRA8CE OR USAGE OF TRADE NO PERSON fdlCLUONG ANY EMPWY68, AGENT, OFALEA. OR
REPRESEATA71VO IS AUTHORIZED TO MANE ANYREPA0ENTARON OR WARRANTY COM:EIWIN THISPWIOuCr
IDc06R 70 REFER 7011 TO1FOB LIMBED WAMRANTY. EXCEPT AS EXPRESSLYSETFORTIR Ht.BN. THISwAFRANry
IS NOTA WARRANT' OF EMOTE PERFCIP4ANCE, BUT ONLY A WARRANTY TO REPAFR17R REPLACE
pj YOU MAY ASSIGNTSS LPIIED WARRANTY TOA SUBSEQUENT PURCNASER OF YOUR HOME
1p) NO RISARESENTARVEOFMILTRAIORHABTHEAUrIORREY70CPHOE1HSLIMTEOImamr 70elANy
MANNER WHATSOEVER. OR TO OSTEND THIS LIMITEDYYARRANTY.
COMMONS AND DICLUSIONS
Theta are oNein uerlSana or spppator's war o4,8h IMBlrat , roe no control. Detects or phis= as a resat hum
moors or aphIcalkrc are apt the ra m... ttar Infiltrator -and as NOT Ol a ed or4sr h4swanarey,11. y 8th8o sense
to RANI the Ow cyaean in accordance whh iroteklims epprra hla reaNakcy reghremawa a sddsmnc, skill eta
Uhl WINO country to the. IrallabOre bvIroolono and &prolog od chemicals mother naiad lb contrary to month age
em
the above repraaana lbe Standee! Unites Warranty WNW by Wham ADried earn arofhalm end ceu;Rss two
affluent warranty rerµitaroses.Any tantrurd as EZANhafemOmit control NNhdo,u corporate headgwdaa In Olt
Sayknoak. fa tematicld, prior to soh puduee to Who a copy of As sppllmtle wormy, owl o', *8 mafuy and lied
weedy plot to the piehose Man F2se1 system
U.& Pawls 4.759,5911; 5.017,041; 5.15B,4BB; 5,336017; 5,401,115 5.407,459; 5.511,903: 5,716,16% 5.588.778: 5,839,844 Canadian Patent& 1.329,958; 2.004,584 0 hor palette purring. In0llndoa,
Equalizer, QJoto4, and StleWRMar ant raglotared Lademarks of Ird5sator Water Technologies. kabala' 4 a registered ti dernak In Fiance. Infiltrator Wear Teohnieugiffe, la a registered trademark In Mndeo.
Cwltar.Mad-0.010tg.POWIrR 1'„fpylper5pacd;MiBIPort. Readmit. C ir38Cu,OuktiPlay.Soopted<endSraightLockaretradecnadcsofRabid/srWaterTectnoloaes.
PdyLok is a traderrwic of PolyLak. Inc. T F-1TTE Is a registered trademark of 11JF-TTFE INC. Utra•Ttlb Is a trademark of IFRXT Inc
0 2013 Menke Water Teclndbglas, U. AN rights reserved Printed in U.S.A.
5E701 0813E
Contact Infiltrator Water Technologies'Technical Services Department for assistance at 1-800-221-4436

4E47DIL
Toll Free: 888-999-3290 Fi'LT
Bristle Filter Instructions
For S TF-110 4" (Installation & Maintenance)
Instructions for installation in standard 4" outlet "Tee" of septic tank.
▪ Orient the filter so that the wire handle faces opposite the discharge outlet.
• 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.
Ootion 1
Insert a STF-130 maintenance sleeve (sold separately) with the handle
coupling on the same side of the "Fee" 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 clown by a professional septic service company.
• After performing one of the options above, remove filter by pulling up on the
filter handle.
• Place the used filter in the provided plastic bag for proper disposal.
• Install a new replacement filter as described in the installation instructions at
sTF-130 the top of the page.
Maintenance • If a maintenance sleeve was used (option I), remove the sleeve from the outlet
Sleeve "Tee".
Maintenance
Sleeve Partially
inserted into
U.S. Patent #
6,811,692

It *s Superior
rerrrrjUr i!7 gicat-mi, #4J1UfirorM
::rtpmerm i sisal AVOINVOMITIMIna
.f # * iHYI :RI ii:i` r� V4 l'ir S 441
The Best
4J47 rorr!#rrII „Joh /4.
It's Simple
rxily tirrrirr PIO trFTiUF9] fjIrrtr3.

$TF11O •
BTF-flO•TR&r 4'-5
senitay 7'sa(cum-way)
$TF-11O 7Rfir pro -cast
ink 1 1 aque,s
batik
T-IID serf€}c
Eftluprtr Filers
sic." 4B • Aiwa:Tj r 'limning ar the most csaurian solids.
•
err-11b-Tit fiagra in i wastewater minutemen
•
STF i1O.CW r 4 SoirscureiLika daroligro has applications for
• ram fit, canunenzind and industrial
si9ststoz and nt maim sillireearet E its
tem and housings
Florribla Ls fat la single to
lastalf and sated even in masonsUmJt t
eccnNau
9 iikaifig ilentotisom hold the ernes
Q� pilICIE with no need her rernrimpons ar
uare -and eliminate filter 1
• 111100ria iaplplRmititin max dolt!% sorts
eieJlida err g he size and amass tar langur niter Iffe
b anotioring nermanerli in wastewater
fras,,mnrErtt susitions
* lairithkeetnauw7i W be eserviced and imenornicol enough to
tam onniamed
• Eiwantentical animiliare for prateuriting and aservicleig ailtwos annetsessastor
mysterne est a fraction of Ihe cuntel: Mader deaiq=
kit
Designed after our proven STF-11O effluent biter that currently protects residential septic systems ail
over the world, Ibe latest additions to this tries of gars were deigned with more demanding
residential, commercial end industrial systems with larger housings end pre -oast tanks with !wilt in
square baffles in mind.
We achieve superior filtration of the most common solids found in today's wastewater systems with
our non -uniform bi ice design. This design is much more efficient then uniform 1 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
Ikelted access. They also hold the filter firmly in place with no need for receivers or canisters
and eliminate niter f Oat -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 wring which is necessary in all wastewater treatment systems.
The ST'F-11 Q series filters use triangular polypropylene
bristles wound together with a 31C stainless -steel °ore.
This makes them durable enough to be serviced and
economical enough to be replaced. This provides en
economical solution for protecting and servicing all types
of wastewater systems at a fraction of the cost of inferior
designs.
s11.?30cfrengingslows a required tc,da OtefiW.ntRow Aerie s.n'J n0
wfthonf the need to pump dorm Ate hurt
T7�f1t� rrr 4'r sanitary
Tee (but --gray view}
nr offer Per fart 111171(er ] ufirflj% kJ 12 F frtrrewf fir 4 *I epee. rpruv*'TA * .f 1 1*r.
Fur the protection and performance ance of iirastewater systems rr
0
r
1

FEATURES
4 Easy, affordable solution for servicing
septic tanks
4 Designed with non -directional bristles
for unrestricted flow of effluent
4 Allows biological maturing and
sloughing to maximize septic tank
efficiency
did Provides well overmile of filtration
media with over 319 cu in of open
area to eliminate dogging
* 2,215 sq in. of filtering surface allow
a flow rate of over 1200 GPD. fdtenng
to 1116" diameter
• Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface, with
no uniform holes or slats to plug
• 90 degree handle for easy installation
and removal
• Adapts to all types of 4" pipe
did Self-locking bristles hold the filter
Offaly in place. eliminating 'fitter float up'
# Flexible design makes rt easy to install
m hard to reach places and makes
replacing the filter a breeze
4 Constructed of polypropylene bristles,
wound together with a 316 S.S. core
• The filters designed shape creates a
debris separation space which naturally
sorts debris according to size and mass,
ensures even fitter usage for a long
tifespan and maximizes circular flow
Order part No STF-110
STF-130
CAD detail drawing available in DXF lamlat
RELATED PRODUCTS
STF 11¢BW page 4
STF-110-7R page 4
STF-110-68 page 4
STF-130 page 14
STF-4TEE page 14
VS Patent 0 8, 811. 692
.16
40!
__�
ao
20
1
r:ware fly
{ as
PVC PIPE
Sigma
IMINIEMPICE
SLEEVE
OTMIO
SW-4TM
$pnclEE
Toll Free 888-999-329Q Office 231-582-1020 Fax [phone] Email simtecb freewey-net Web www.gag-eimbech.cum

THIN PARTY VERIFICATION
GARY S. JOHNSON
MICHIGAN X 32831
WISCONSIN dt E-25985
MINNESOTA X 41217
SIMITECH FILTER
NEW STF-110 DISPOSABLE SEPTIC TANK FILTER
THIRD PARTY VERIFICATION
The Disposable Septic Tank Filter is constructed as a twisted -in -wire brush with 26" long
brush body, 5 4" tip anc12 %" long handle end with 90 degree bend. Brush body will have
a major diameter of 4:313" for a loth of 9 W' starting Si" frnm the 90 degree bundle
bend, then will transition down to 3 K" diameter over the neat 2 W1 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 /4" from the
top, transitioning down to 3 V2" over the neat 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
polyProPYIe •
The filter has a total of2,962 lineal kct of bristle equaling 35,544 lineal inches of bristle.
By calculating the total length x the total perimeter of Simfreah's uniquely shaped
bristle, it gives us a filtering surface of 2,22L5 square nachos.
Vole ofa 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

JRi
THIRD PARTY VERIFICATION OF FILTRATION ON THE STF-1.10
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test was clacking 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 gain saw chips (sea table A below)
• Test tank was riled manually ems* 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 13 below)
• Recorded what was caught is a 600 micron sieve below the 1500 micron sieve during total run time (see
table B below)
• Recorded partieulate caught while claogigg filters 15 minutes after ending test using ors
recommended instructions (sea table 8 below)
• Recorded particulate removed with filters themselves (all filters were removed slowly) (see table 13
below)
• All particulate was recorded in grams using a OHAUS Scout II Scale (Serial #B1380398) with capacity
400 times 0.18 (purchased scale 11/17/01)
TABLE A
Grams
Haman hair _
2
Horse lair
2
Doe hair
1
Cat hair
1
Toaamto seeds
2
.'
Pepper seeds
2
Cucumber seeds
2
Dill seeds
2
Charms time paper
2
Scott tissue paper
A
2
Northern tissue paper
2
bloat
2
Chaaistaw chips
_ 4
8.
JOHNSON
E-25985�`
MIDLAND ,gat
MICH 0/47
+,AL t
TABLE B
Sharrech
Tuff lite
Zabel
Zoeller
Thane to achieve 2" head height
l hr. 40 min.
7 min.
b min.
* 2 lam`
Particulate caught m 1.SOO mien* sieve
0
0
,, 0
0
Partite caught la 600 miens stye
0
0.2
0.3
1.2
Particulate caught while changing err
0
0.3
0
0
Partied ate contaimodwitbm oreu filter itself'
15.0
6.3
2.2 _
23
*Ended test at 2 hours, total head height was at 13 "
Notc: All filters except SimiTech caught seeds in 1500 micron sieve but was not recordable in 1/10g scale

THIRD PARTY VERIFICATION OF FLOW RATES ON THE STF-110
AND THREE OTTER 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 17" tailpiece to outlet level
• Test tank was a plastic 55 gallon chum
• There was an accurate method to pleasure head height above outlet level
• Test was clone for a W' and 1" bead height above outlet level
• All filters tested using the above conditions
FILTER FLOW RATES
Shoffech
Tuff -Tile
Zabel
Zoeller
W' brad height above outlet now
1, 800 GPD
1, 440 GPD
1,195 GPD
900 GPD _
1" head .height above valiet flow
5, 040 GPD
4, 680 GPD
4, 858 GPD °
1, 800 GPD

It is my opinion that the SWIM) fir will prove to be a superior septic tank filter
because of It's basic ram; bristles to catch any 'paper litre debris on the outside surface
( guided there because ofthe brisde`s bending at the ends under pressure of the flow ).
A dead zone near the center to collect small particles as they fall out of the flow. Plus the
incalculable water paths through:1nd around, the filter hers.
Gary B. Johnson F.E.
363 silver Creek Rd
Petoskey, Mu 49770

i rwr.r+ r Nail. b--r label's
raiHrmerAaviiloao1PclyloliMe
PL-68 Effluent Filter
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:
- Offers 68 linear feet of 1/16" filter slots, which
significantly extends time between cleaning.
Accepts 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.
• Gasket prevents bypass.
PL-68 Installation:
Ideal for residential waste flows up to 800 gallons per day
(GPD). Easily installs in any new or existing 4" outlet tee.
1. Locate the outlet of the septic tank.
2. Remove the tank cover and pump tank if necessary.
3. Glue the filter housing to the outlet pipe, or use a
Polylok Extend & Lok if not enough pipe exists.
4. Insert the PL-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
every time the tank is pumped, or at least every three years.
1, Do not use plumbing when filter is removed.
2. Pull PL-68 out of the tee.
3. Hose off filter over the septic tank. Make sure all solids
fall back into septic tank.
4. Insert filter back into tee/housing.
Related Products:
PL-68 Filter Concrete Baffle
Extend & Lok
Extend & Lokm
Easily installs
into existing tanks.
1/16" Filtration Slots
800 GPD
Fits Any Tee
On The Market
Gasket Prevents
Bypass
Accepts 3/4" PVC
Extension Handle
66 Linear Ft. of
1/16" Filtration
Slots
Easy Installation
Accepts 3" & 4" Filter Locksin Any
(SCHD 40 & c. 360"Position
SDR 35 Pipe)
16" & 18"
Available
Optional Gas 0
Deflector fir.
Ce►tifiod to
NSF ANSI Standard 46
Spacer Bushing
4" SCHD 40
to SDR 35
Spacer Bushing
4" SCHD 40
to 130mmPipe
Filter
Concrete
Baffle
•
2" Extender
Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: [phone] www.polylok.com

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The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday, April 06, 2016 at 12:15 a.m. Eastern Mare. 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://imp.nsf.ore/C.entitled/Wetewater/I3stinga.aspp
Standard z:146StCompaiiy.79.c8o$t
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
203-263-6$40
Facility : Cheshire, CT
Septic Tank Effluent Fltterslt]
PL.-1222 PL-250
PL-523
PL-625 PL-68
[1] Performance tested using bead size 0.338 cm t 0.005 cm (1/8" 0,002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility : Evansville, IN
Septic Tank Effluent FilterComponents(il
A1o1-12x2o A1o1-12x28 Atol-i2x36 Aini-8x18 AI01-8x26
A1o1-8x32 A18o3.-4>a8141 A2801-4x22[41 [5] A301-12x20 A301-12x28
411301-12m36 A301-8x18 A301-8x26 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
SeptleTank Effluent F lter.[2][g]
A100-12x20
A1oo-8x18-VC
A1Bo0-4x18 VT-B40
At800 4x22-VT=B40
Asoo-s2X2o/BALL
A3o0-8x32-VC
Moo-8x1&VC
Moo -Iwo -VC AWO-I2x2O/BALL
A1oo-8x26-VC Aioo-8x32-VC
A1800-4x18-VTP B35Ai800-4xi8-VW Boa
Ai8Oo-4x22 VTF B35M oo-4x22-VTF B40
A300-12x28-VC MOO-12x36-;
A600-12220 A600-12x20/BALL
A600-8x26-VC A600-8x32-VC
A100-12x28-VC Aioo-I2x36-VC
Ai800-018-30142-68 A1800-003-VT-838
AiSoo-022-3o142-68A1800-022 VT-B35
A3oo-i2x2o
Agoo-8xi8-VC
A600-c28-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")
requirements of NSF/ANSI 46-2010.
NOTE: All filters come Smartfilter ready.
Number of matching Meci faoturere is i
Number of matching Products is 52
Processing time was o seconds
A300-12x20-VC
A300-8x26-VC
A6o0-i2X36-VC
Meets the full

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BAWD BBARTLEY & SONS
37 Pine Ridge Rd
Zebilan, NC 27597
Moe 252-478-3721
Fax [phone]
inekleregrnekom
PREPARED FUR : I M &mllry & Sa.
37 PRIm Mx Rd
IIdden, RC 27597
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37 Fine Ridge Rd,
Zebuion, NO 27597
Oahe 252-478-3721
Fax [phone]
inetabregneicom
PREPARED FSR : Ovid awl* k San
37 P. Rus Rd
Maid RC MC
MOOR 140.
EWE
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Apt 11, 2014
RATE : /pi 11, 91114
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WRY MEET
Rnhion 2
IIIIRALEYTANE YODEL
2,100 PT 346
Radian 3
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SHEET NAMES
1 of 1

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.

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r[=71...'•L?- M.:.t.r.rfl;i,1�: ', t.1rj 10i 0606Si4Pr12111EST10 '. #'hrJ.l.11:1;",121';v�C'`-
Applications
Residential
Commercial orcommunrty
Intermittent orseasonal use
Spice constrained sites
Harsh climates
Nitrogen sensitive areas
Water Reuse
•* ....1a#4
I r xil�rf�
Hfis r.LI r.
Wr,1?AM] tr.
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
o Synthetic media:
- Resists biological clogging
Provides large, open surface area
- Mows free air flow
Requires no media cleaning
Call. 703.753.4770 or visit: eztreat.net
02017 E-Z Treat

Pre -assembled Pod
Flexible configurations
Multiple sizes available
Lightweight pods
Non -cog media
High level denitrification
Optimized for water reuse
E-Z
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
passive biochemical treatment
through an active biofilm matrix. The styrene media is very uniform and provides
ample surface area for biological growth. The styrene media contains many
voids to accommodate optimum air and liquid flow. The spray nozzles create
very small water droplet size (mist), thereby maximizing oxygen contact.
3. Dispersal
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.
The by-pass valve allows the effluent to be constantly re -circulated through
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
for reuse. UV disinfection may
be required.
Parameters Effluent, Avg.
„al
*with optional UV disinfection
Gall. 703.753.4770 or visit' eztreat.net ©2017 E-Z Treat

Standard Model Package:
ll*n, ni14Tq.1a4ri
t = i.f- :r .
I IDS! l+. •.!,•
AR'T }1'
*Septic tank effluent filter is supplied by others
00111
Model 600
Li]
Please Note. pump is changed to
STEP-30 1/2 hp by E-Z Treat
See pump curve and iricdonrTDH
calculations attached in this section.
110
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• f++1+Mif H -
.1w4 fn ma's «I'Vkit 4.141,4
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4'LE't��l �14

Installation
or
Inspection Checklist
Models bearing the NSF mark ate certified Class 1
to one or more oftheiollowing standards:
N5F!AN51 do
NSFIANS1245
NSFIAN51350
C2017 E-Z Treat 2-2017

lnstaflation or Inspection Cl
11 Pre -construction meeting held?
Personnel present at pre -construction meeting (check all that apply):
Owner
Builder
Engineer or Designer
Regulator
Installer
Service Provider
L] Septic tank sized per code or certification criteria?
Ll Is septic tank installed per manufacturer's requirements?
Does septic tank, riser(s), and access cover(s) meet applicable structural standards?
n 1/16" commercial effluent filter/screen installed on outlet?
❑ Is effluent filter/screen able to be removed for cleaning?
❑ Is septic tank accessible?
Are septic tank, risers, and access covers watertight?
Re -circulation Tani
u
Re -circulation tank sized per code or certification criteria?
Is re -circulation tank installed per manufacturer's requirements?
Does re -circulation tank, riser(s), and access covers) meet applicable structural standards?
Is re -circulation tank accessible?
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?
Is the by-pass valve outlet connection to gravity drainfield or to drainfield pump tank/basin
Installed properly?
Lj Is pump installed per manufacturer's requirements and code?
1 I Is pump accessible and removable?
Is quick disconnect method (union, camlock, or pitiess adapter) installed? (Don't install a check valve!)
Is 1/8" drainage and anti -siphon hole drilled in the PVC pump supply pipe just above the discharge
end of the pump?
t] Is pump installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors and the conduit sealed -off)
Cali: 703.753.4770 or visit: eztreat.net 62017 E-Z Treat

Installation or inspection C:hecklis 1
Is force main been installed with pressure rated fittings/pipe and per code?
Are PVC fittings and pipe cleaned, primed, and glued properly?
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 rt.
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?
Is pod leveled and sloped 1"toward the bottom outlet drain?
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?
Is return line watertight?
Pod lid secured and cleaned off?
Soli C;ratliirw MI ourid P.
[ i Is area covered with suitable topsoil (free from large stones or sharp objects) around the pod?
1_ Is suitable topsoil packed around pod?
11 is suitable topsoil been lightly compacted around lid of pod to prevent settling?
Is the area been seeded and straw placed on top of topsoil for stabilization?
Control Pffneli and Electric -al
Check all that apply:
Type of timer: Analog Digital
Elapsed Time Meter: Yes r- No
Cycle Counter: ❑ Yes No
Panel heater: l.J Yes No
Is control panel Installed per manufacturer's requirements and code?
Is a NEMA 4X junction box used for all float and pump connections?
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)
Is conduit used between control panel and re -circulation tank?
Is the re -circulation pump timer set based on the manufacturer's criteria?
Call: 703.753.4770 or visit: eztreat.net ®2017 E-Z Treat 7

Re -Circulating Synthetic Filter
Design Guide
and
Installation Manual
Models bearing the NSF marls 'recertified Class I
to one or more ofthe 1QYowrng standards:
NSF/ANSI4O
NSF/ANSI 245
NSFUNSI 350
C2017 E-Z Treat 2-2017

Design Guide and installation Manual
TAKE orC NTENTS
1.0 Treatment Process Overview
2.0 Design 1
2.1 Re -circulation Tank Sizing
2.2 Filter Performance 2
2.3 Operating Costs 2
2.4 E-Z Treat Loading Rates 2
2.5 System Overview 3
2.6 Spray Manifold System 7
2.7 Filter Media Mattress Material 7
2.8 Decentralized Design Options for Commercial,
Community, or Large On -site Systems 8
3.0 Installation Instructions 12
3.1 Pre -construction Meeting 12
3.2 Off Loading Treatment System 12
3.3 Excavating and Installing the Pod 13
3.4 Piping the E-Z Treat Pod Supply and Return 13
3.5 Installing the Sy -Pass Valve 13
3.6 Installing the Re -circulation Pump 14
3.7 Setting Pump Control Floats 14
4.0 Start-up 15
Appendix 1: Model 600 Configurations 18
Appendix 2: Model 1200 Configurations 20
Appendix 3: Typical Commercial Configurations 22
Appendix 4: High Strength Waste Case Study 24

1.(' Trealtrurit Pit t css OiPervieur
The 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
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
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
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
media filtration systems is generally an aerobic process and re -aeration of the media, which
occurs during the resting (non -dosing) periods, is essential for proper treatment.
2.0 Design
Media characteristics
can limit the number of
doses possible. Media
re -aeration must occur
between doses. As the
effective size of the media decreases, the
time for drainage and re -aeration of the
media increases. The BOD5 loading should
decrease with decreasing effective size
of the sand.
Table 1 Recommended System & Re -circulation Chamber
Sizes for Residential Applications
'r"well
Pit. c
Many types of media are ,phii.:' .'.. ,•r;:;-.: ,,.•,i.,'.Ail.'
used in packed bed filters. I300 i 750
Washed, graded sand j 400 750 i
was the most common. j S00 j goo 1
Other granular media 600 ; 900 1
used include crushed 1 700 j 1000
glass, garnet, anthracite, i 800 1000
plastic, expanded clay, 900 1500 1
expanded shale, open -cell 1000 1500
foam, extruded poly- j 1100 l 1500
styrene, and bottom ash 1200 1 2000
from coal-fired power 1400 2000
plants. '_- 1400 I 2000
Notes:
1. i an sizing are rot exact and may vary (+ or -10.30 oasec on ava`iap'i.ty of locally
produced tanks.
2. For seasonal or intermittent use applications, please cdniact user des gt rdance.
L
300
400
500
800
700
800
900
1000
1100
1200
1300
1400
1
1
1
2
2
2
2
2
2
2
2.1 Re -circulation 1 ank Sizing
For single-family home systems, the re-
circulation tank is typically sized to be equal
to 0.75 to 1 times the design peak daily flow.
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2.2 Filter Performance
When treating domestic strength sewage
(300 mg/I BOD5 or less) up to the design flows
and Toads, a properly maintained E-Z Treat
Re -circulating Synthetic Alter will typically
perform better than the 30-day average
requirements of NSF Standard 40 Class 1
(25 mg/I CBOD5 and 30 mg/I TSS).
Reductions in the CBOD5 and suspended
solids (TSS) influent concentrations will be
attained within a few weeks of commissioning
and should be consistently achieved over the
lifetime of the styrene media.
CBOD5 and suspended solids (TSS) treatment
performance In the styrene media is not
subject to significant variation with ambient
air temperature fluctuations.
2.3 Operating Costs
Power costs for pumping at 3 to 4 kWh/day
are in the range of $9 to $12/month.
The E-Z Treat Re -circulating Synthetic Filter
system incorporates technology resulting
from years of independent research In
re -circulation sand bio-fltration. Our system
applies each area of this technology In a pre-
packaged system, This ensures consistent
field performance in reducing BOD, TSS and
Total Nitrogen. The system addresses media
size and composition, drainage and ventilation,
optimum dosing cycles per hour, depth of
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
within the system.
Call. 703.753.4770 or visit. eztreat.net
Table 2
NSF Testing Performance Summary
stir ,
TSS
IDO
Turbidity
E. coil'
PH
[ Total Nitrogen Reduction
'with optional UV dsinfettion
2.4 E-Z Treat Loading Rates
2 mgil
2 mgil
3.3 mgl
2 NTU
2 MPN/1011m1
6.8-7.5
64%
In accordance with the EPA Design Guidelines
and field testing of the E-Z Treat Re -circulating
Synthetic Filter Model 600 can be continuously
loaded at 750 GPD and 2 Ib SOD. Model 1200
can be continuously loaded at 1400 GPD and
41b BOD. EPA research and testing has
proven that system designs, such as the E-Z
Treat Re -circulating Synthetic Filter system,
will produce a high quality effluent at loading
rates in excess of 25 gal/ft2/day.
a2017 E-Z Treat
2

Design Guide and Installation Manual
2.5 System Overview
Prior to entering the re -circulating pump tank
the effluent will be treated in an anaerobic
chamber fitted with an effluent filter; this
filter should remove any solids greater
than 1/16". The second chamber will be a
re -circulation chamber fitted with a float ball
by-pass valve and re -circulation pump, The
float ball by-pass valve connects, inside the
re -circulation tank, to the 4" return line from
1
V
the pod. The float by-pass valve maintains a
constant liquid volume in the re -circulation
tank. The float by-pass valve allows the
effluent to be constantly re -circulated through
the synthetic filter discharging only the daily
forward flow volume after it has passed
through the pod. In designs using an external
splitter box the float by-pass valve would be
eliminated from the re -circulation chamber.
Standard Model 600 Package:
rlterx
1 Model 600 Pod
2 STEP-20 Re -circulation Pump, 112 HP
3 I Float By -Pass Valve
4 Control Panel
5 I Septic Tank Effluent Filter (suppbed by others)
Recirculation Pump is changed
to STEP 301/2 hp by E-Z Treat
Please see the pump curve and
frictionfTDH calculations provided
by E-Z Treat
Cali 703.753.4770 or visit eztreat.net c2O17 E-Z Treat 3

STEP-20 Re -circulation Pump
Table 3 Pump Specifications
Recirculation Pump Is changed
to STEP 30112 hp by E-Z Treat
Please see the pump curare and
Irictlon/TDR calculations provided
by E-Z Treat
Shell Stainless steel
Discharge 10, 20 and 30 GPM models: fiberglass-nehlforced thermoplastic; 50 GPM modals: stainless steel
Discharge Bearing Nyfatronb
Impellers Dshin°
Diffusers Polycarbonate
Suction Caps Polycarbonate with stainless steel we ring
Thrust Pads Proprietary specifcadon
Shaft and Coupling Stainless steel 300 grade
Intake Fiberglass -reinforced thermoplastic
Intake Screen Polypropylene
Jacketed Cord 300volt'SOOW Jacketed 10" leads (2-wire with ground); optional 20; 30; 50' and 100' lengths available
Dekin°ls a registered trademark of E.I. Dupont de Nemours & Company
Nyiatron° is registered trademark of Polymer Corporation
S.T.E.P. Plus° Is a registered trademark of Pentair Weser
In order to provide the best products possible. specifications a subject to change.
Table4 Pump Performance-20 GPM
Capacity Liars per Minute
0 25 50 75 100
300
250
2t0
0
W
150
i°
100
50
0
10 20
Capacity Gallons per Minute
CaII 703.753.4770 or visit eztreat.net
30
02017 E-2 Treat

E-Z Treat Float Ball By -Pass Valve
to
:r"
G)
ra
1, E-Z Treat Re -circulation Pump Control
a Model EZ SR-12
NOTE: Panel modal & manufacture may vary.
Panel to be provided by E-Z Treat
Fir
f3l
rr
0
3
4f
Re -circulation pump power source terminals Ti & T2
A
1. Ja
t;7v1 tiir
High Level Alarm (top float) connects to terminals #5 and 6
Low Level Alarm (bottom float) conneels to terminals #1 and 2
Wide Angle Pump `OM & OF Omar acGvallon (middle float) terminals #3 and 4
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©2O17 E-Z Treat 5

m
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4-4
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3
E-Z Treat Re -circulation Pump Control NOTE: Panel model & manufacture may vary
Model EZ SR-12 Panel to be provided by E-Z Treat
1
E-Z TREAT
HIGH LEVEL
*.oFFJTIIER ENABLE
SEE NOTES 3 do 4
"+IIEOUNDANT OFF
LOW LEVEL ALARM
3-4" TETHER
IL1
IL.0
115Vj i/lpT A Melt
»O /IPII p, scA „VOI
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CONTROL/ALARLI
115V/1PPij11/60112
10A1.lP IN. PROTECTION
PLINP
115 H J6OHYV
2OAMP L KN..PROTECTIO10
Ewu1Pl01 tE+ RWE RT 2 ram n
TO SET THE TRUEN, USE A SCRE'DRMert TO
MIME WFS IHL 01ENTS Oiroolowee4 UNIX
THE OBSIREO 11101EMENF Is OISP -AYE4 21 #1ILOW
Agrm JUSTMENT =En
DIE DIAi. RAllt6�ETCCM BE AO 1 mo rao] DIE
LIMO BY AWL 1I N2 `OK LOTH LEFT ADaus1M2N2
=MEW SQ,£CT Al WALL A RMIOE AS POSSIBLE .
MAT VAL AU.9W ve MIR 'ow TOES 1D RE
CONTAINED WAN IT. USE THE LANCE DIAL (grten
pai►imr) TO SET THE *or' 11ME. AND THE SMALL
DIAL Orin painter) 1O SE1 THE 10N' T01E. THE
MEM puma THE ROF.BR rtlWO TALL um tatiria
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a 2017 E-Z Treat 6

2.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material, the
Model 600 employs a spray manifold
with 8 evenly spaced wide-angle spray
nozzles and Model 1200 employs
12 nozzles. The nozzles are plastic .1,1 F.
construction with a free passage of
0.0625" in diameter; this large free
passage helps prevent nozzle clogging
while maintaining a consistent misting
spray. The manifold is assembled
with a pressure gauge and valves
allowing for flow rate adjustments.
0 Model1200
m
O 2.7 Filter Media Mattress Material
The E-Z Treat Re -circulating Synthetic Filter
system employs a manufactured synthetic
media which is encapsulated in a mattress
orb
like container. The mattress Is fabricated from
(D a non -biodegradable; chemically resistant,
cu loose weave polypropylene material with a
weave pattern at 90 degree intersections
�` creating 0.078 square openings allowing
F effluent and air to flow freely while containing
m the media material.
rt
w
T This media is very uniform and provides ample
-• surface area for biological growth. The media
0 also has enough voids to accommodate good
air and liquid flow. These void spaces also
3 allow the passage of very small solids that
would clog many filters. The media is very
lightweight making it resistant to compaction
p� which can lead to poor air and liquid flows, a
problem that plagues many media filters.
The rnedia consists of lightweight, non -
biodegradable plastic spheres.
ur OAK VAIWE
Polypropylene Mattress Material
li
Styrene Media
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Design Guide and Installation Manual
2.8 Decentralized Design Options for Commercial, Community, or Large Om -site Systems
BIG-EZ 3L
BIG-EZ 4L
1"SIMPLY uN r
4" ? pN UNE
SUPPLY UNE
44.
—T
r
u
NI UM
1111
wi
l!
4" WON LIKE
11
11
1" PAANIFotD
1/2" MANIFDID
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110
8 -EZ 5L
BIG-EZ 6L
4' 1lmUIN UN!
1 1/2 SUPPLY UNE
4" RETUII N LINO
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u
1
'
242.a,
.1 1
I in'
NIANSOLD
"MANIFOLD
02017 E-Z Treat 9

Design Guide and Installation Manual
GolfClub (Haymarket, VA.)
This system was installed at the club
in 2009.
e^'
Residential Cluster (! ake James, NC)
This system services a lake -side complex
consisting of single family homes, apartments,
community center and swimming pool.
Effluent Dispersal Method: Low Pressure Pipe
Daily Flow: 20,000 GPD
Treated Effluent Parameters: BO05:10 mgl
TSS: 10 mgl
TN: 20 mg/I
Effluent Dispersal Method: infiltrator Chambers
Daily Flow: 25.000 GPD
Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgl
TN: 20 mg/1
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Design Guide and Installation Manual
Motor Home Park (5mokey Mountains)
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4+
100
f
Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 30.000 GPD
Treated Effluent Parameters: B0D5:10 mgl
TSS: 10 mgl
TN: >60%
02017 E-Z Treat 11

4.P Instailatior1II15tructionc
E-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
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
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
control. When installing the E-Z Treat system the order of components Installation is not
critical and each segment can be installed independently.
3.1 Pre -construction Meeting
A pre -construction meeting is recommended
before any construction commences. This
meeting is an opportunityforthe owner,
builder, engineer/designer, local regulatory
agencies, service provider and installer to
clarify property lines, building location, system
location, power sources, drainage areas, final
site grading and answer general questions.
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3.2 Off Loading Treatment System
The E-Z Treat Re-clrcu[ation Synthetic Filter
pod is injection molded polyethylene weighing
about 300 pounds. Because of the relative light
weight and toughness of the material, special
handling is not required. Two people can easily
unload the pod, lfmachinery is used to offload
the pod or transport it to the excavated hole;
nylon straps, chains or cables used to lift the
pod should be in good condition and rated for
at least 1000 pounds. The re -circulation pump
and control will be shipped in factory sealed
cardboard box, these items are not fragile but
should be handled with reasonable care not
dropped or thrown.
02017 E-Z Treat 12

Design Guide and Installation Manual
3.3 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,
this will protect the pad from floating and
prevent surface water infiltration.
Excavate a hole approximately
6'W x 9'%x 4'H.
Place 3/4" to 1" stone or equal to a height of
4" in the bottom of the excavation forming
a level base for the pod to set. this will
prevent settling of the pod and allow for
leveling of the pod.
Backfill the pod with clean fill soil, free of
rocks and foreign material. Do not compact
the fill, allow the soil to settle naturally.
Once the pod is placed in the excavation
adjust the pod to slope 1' toward the 4"
PVC outlet this assure proper drainage.
3.4 Piping the E-Z Treat Pod Supply
and Return
Once the pod is placed and leveled,
connect 4" PVC pipe between the outlet
of the pod and the by-pass valve located
in the re -circulation tank.
Attach 1" PVC supply line between the 1"
inlet on the pod and the re -circulation pump.
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
4" PVC drain line coming from the pod and
the other side is connected to the 4" PVC
effluent discharge line or into the effluent
pump tank.
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Model 600 Pod
4' Outlet
Weir
02017 E-Z Treat 13

3.6 Installing the Re -circulation Pump
Connect the 1" PVC pipe between the inlet of
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, this can be accomplished
with a union, camlock coupler or pitless
adapter.
DO NOT install a check valve In the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may cause freezing.
CI To ensure complete drainage ofthe spray
tp manifold drill an 1/8" hole In the PVC pump
V* supply pipe just above the discharge end of
US" the pump.
C)
3.7 Setting Pump Control Floats (see pages)
N
level floats:
I.
1. Low Level Alarm Float protects the
ti'i pump from run dry damage by turning
pj off the pump and sound an audible
and visual alarm. Set float to activate
if the effluent level drops to 4" above
rt
5 ` the pump intake,
2. Timer Enable Float activates the
pA pump run time and assures the pump
only runs when there is sufficient
effluent in the re -circulation tank. Set
float to activate when effluent level in
the recirculation tank is filled to 50%.
The control panel will come with three liquid
3. High Level Alarm Float will sound an
audible and visual alarm when the
effluent in the re -circulation tank is
too high. Set float to activate when
the effluent level in the in the re-
circulation tank is level with the top
of the by-pass valve.
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Float Settings
Low Level
Alarm Float
4" above pump inlet
118' Hole
02017 E-,Z Treat 14

vie
Septic Tank and Re -circulation Tank
The septic and re -circulation tank shall be
inspected prior to start up to:
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks. The sys-
tem must remain watertight to perform
properly,
2. inspect the outlet effluent filter installation
to Insure it is installed in accordance with
the effluent filter manufacturer's specifi-
cations.
3. Inspect the liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float.
4. Inspect the location of the float controls.
They should be securely attached to the
float bracket, free to float without
obstructions and the location of the floats
should correspond with the float diagram
on page 10.
Power Supply
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection water tight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits speci-
fied on the pump have an electrician check
the main service line feeding the system
control panel.
By -Pass Valve
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection water tight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits specified
on the pump have an electrician check
the main service line feeding the system
control panel.
Flush the Spray Manifold
1. At initial system start-up, remove the end
caps from the spray manifold. Operate the
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run for one minute then tum the
pump control to the "OFF" position repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight --do not use
wrenches or pliers. Re -set the pump con-
trol selector switch to the "AUTO" position.
2. Using the ball valve located in the manifold
supply line adjust the manifold pressure to
20 to 25 PSI.
3. Observe the system as it re -circulates.
Visually verify all liquids flows freely
through the system.
Setting the Re -circulation Pump Control
1. Check the functions of the E-Z Treat
Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF"switch
Function: Turns power ON or OFF
Control: System Setting Switch
"MANUAL ON" and "AUTO ON"
Function: "MANUAL ON" overrides all float
switches and time clock switches. "AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Control: Timer
"MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation
pump i.e. GPI re -circulated through media
Control: Highand Low WeterAlarm "ALARM ON",
"ALARM AUTO' and "ALARM SILENCE"
Function: "ALARM ON" will manually turn on
the audio/visual alarms. "ALARM AUTO" Is the
normal operational setting and "ALARM SILENCE"
turns off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode by turning the re -circu-
lation pump switch to ON The re -circula-
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
mode by turning the re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF set the ON/OFF time to match
Table 5 below.
2. Verify the accuracy of the system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump is OFF then verify the
time the re -circulation pump is ON. Those
times should match the ON/OFF Timer
settings in the control panel.
3. Confirm the operation of the visual and
audible "HIGH" and "LOW" water alarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm "AUTO" and
Alarm "SILENCE". Place the Alarm Switch
in the "ON" position, you will hear a loud
buzzer and see a red flashing light. Move
the switch to the Alarm" SILENCE"
position the red light and buzzer will go
dormant. Once the alarms have been
triggered return all settings to their
original position of Alarm "AUTO"
Table 5 Timer Settings
300 750 l 300
400 750 400
500 900 ! 500
600 900 f 800
700 1000 1 700
800 1000 i 800
900 1500 I 900
1000 1500 too0
1100 1500 1100
1200 _ _ 2000 _j 1200
4. Verify the floats are operational by manually
raising and lowering the floats to simulate
the systems normal operation. Verify proper
operation of "High Level Float" by lifting
the float while the system timer is in the
"OFF" time mode, the re -circulation pump
should turn on over riding the "OFF" timer,
the Visual and Audible alarms should
activate. Return the float to its normal
position the re -circulation pump will turn
off. Reset the alarms and manually lower
the "Low Water Float" with timer In the
"ON" mode, the re -circulation pump will
turn offend the visual/audible alarms will
activate. Return the float to the normal
position and the re -circulation pump will
run. Reset the Alarms.
5. Verify all control breakers are in the "ON"
position and all control switches are in
the "AUTO" position before closing and
securing the system.
2.5 24 2.5 39
2.5 20 25 28
2.5 16 2.5 22
2.5 14 2.5 18
2.5 21 2.5 15
2.5 18 2.5 13
2.5 15 2.5 11
2.5 13 2.5 9
2.5 12 2.5 8
2.5 10 2.5 7.5
Nate: Tar* a ping are not exact zinc may vary (+or-10%)based on availdbiriyoflocally produced tanks.
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02017 E-Z Treat 16

Re -circulation Pump Timer
Window will display OFF'SEC", 'MIN" or 'Hit",
light will bum Green to indicate Re-clrculallon Pump is OFF Rotate OFF screw until MN' appears in window.
Light will bum RED lo Indicate
Re -circulation Pump is ON.
QRotate drat to desired minutes ON. •
to
ttet
C)
Clock Lace screw will change
the dock face from a maximum
tine of 1.5 units to a maximum
of 30 units. Always set the clock face to 30.
Oi
a
lenuew uoiieIle;su
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i
OFF screw displays
seconds, minutes or hours.
Window will display ON
'SEC', 'MIN" or'HR'.
Rotate ON screw until
IAN" appears In windorst
ON spew displays seconds, minutes or hours.
Rotate dial to desired minutes OFF.
02017 E-Z Treat 17

Design Guide and tnstaliation Manual —
NOTE: Please refer to drawings for site
,ppendix Model 600 Typical Configurations oonflgurations.
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
®�rwwi.erasAr�rr
2-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
QINEPGAI.MINVILYAIVONtrnatIar an.
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a
4+
vs
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0
as
al
3
a
3
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lenueW uoRe
od t 3-Tank with Simplex Timed Dose Re -circulation Pump
od / 3-Tank with Duplex Timed Dose Re -circulation Pumps
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02017 E-,Z Treat 19

Design Guide and Installation Manual —
A endix '4 Mode1 1200 Typical Configurations
Note of a complete library of possible configurations. Contact E-Z Treat for more information.
2-Tank with Simplex Timed Dose Re -circulation Pump
WaTEMINBEIMPOrnalla
i Q»s�
r ihF ii
2-Pod / 3-Tank with Simplex Timed Dose ' , ie
I
.1 Jy
Call: 703.753.4770 orvlsit: eztreat.net
li
peS
AR WE{
02017 is-Y Treat 20

Design Guide and Installation Manual z
Pod ! 3-Tank with Duplex Timed Dose Re -circulation Pumps
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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
7.4
�TW
Model 1200 2-Pod / 4-Tank with Duplex Timed Dose Re-dreulation Pumps
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•2017 E-Z Treat 22

Design Guide and Installation Manual
Model 1200 4-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
far-SiE
crsxrr
aljl.s fir=
}
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to
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rt ppertdi • 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.
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
been replaced or cleaned.
Table 6 BOD Loading
'Paramete
absoiute
Daily Flow 1,500
influent SOD loading 1900 mgA
Influent BOD macs load 24 lbs/day
Bob mass bad y
_ - per pod �^�F12 Ibslda
Table 7 Commercial Test Results {sample restaurant)
i 719/2009 2100 25 98,8 !i 2870 33
1 7116/2009 !j 2050 50 97.6 •i 3640 I 32
1 8/13/2009 1, 2060 j 27 98.7 I'. 2550 ! 39
9/17/2009 ! 2030 l 21 99.0 r1 1670 ! 32
10l2712009 2050 1 58 972 it 1100 ' 75
11/19/2009 2050 32 98.4 li 4080 58
1 1211712008 `• 1050 . 14 . 98.7 385 58
AVG l l 1916 T1- rff _1 96% _H 2299 47
Influent sample location: F Irst septic tank outlet
Effluent sample location: E-Z Treat oatfal
Note: System repairs completed by 7/9/2009
—�-
98.8
99,1
98.5
98.1
93.2
98.8
84.9
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Design Guide and Installation Manual -
Sample pulled from the
discharge side ofthe
High Strength Aerobic
Treatment Unit
Sample of treated
effluent pulled from
the discharge side of
the Model 1200 pods.
Calm 703.753.4770 or visit. eztreat.net
Pump discharge tank BEFORE the repair of
a High Strength Aerobic Treatment Unit at
a restaurant metered forward flow average
of 1.500 GPD.
Fri iq
•
t
Pump discharge tank AFTER the repair ofa
High Strength Aerobic Treatment Unlit using
two Model 1200 pods metered forward flow
average of 1,500 GPD.
02017 E-Z Treat 25

E�Z4011REAT
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
02017 E-Z Treat 2-2017

Re -Circulating Synthetic Filter
UV
Installation and
Maintenance
Guide
Note: Installation Only
Maintenance is in O&M Section
i
Models bearing the NSF mark are certified Camel
to one ar more of the following standards:
NSF/AN51 40
NSF/ANSI 245
NSF/ANSI35o
02017 E-Z Treat 2-2017

*ar
1 1-*1/ n CONTE TF
1.0 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

ep!n9 uogelle;suI An
3_0 UV Light System IiistalC firs
The E-Z Set UV system is shipped as three components, the UV housing, the UV lamps and the
UV Tamp control panel
1. The PVC inlet and outlet on the dual bulb
UV housing are reversible, allowing flow in
either direction. The Inlet of the single bulb
configuration is the 4" hub and the outlet is
the 2" hub. The inlet and outlet will accept
any Schedule 40 or Schedule 80 PVC pipe
or locally approved water tight pipe con-
nection. The housing must be installed so
the UV lamps are In the vertical position.
2. UV lamp control panel can be installed
indoors or outdoors. The panel msut be
secured in a manner that is consistent with
local regulations. The UV lamp control
requires a dedicated 120 volt power source
that compiles with local electrical codes.
E-Z Treat UV System
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3. The UV lamps should be wiped dean In
accordance with the cleaning instructions
and Inspected for cracks or chips priorto
installing the lamps into the UV housing.
4. Once the inlet and outlet connections to
the UV housing are complete, Insert the
UV Tamp assemblies into the UV housing.
Caution: UV Tamp housing connections
should be hand -tightened. DO NOT use
wrenches, pliers, or other tools to tighten.
5. Fill UV housing with water/effluent before
applying power to the UV lamps.
6. Turn power "ON" to the UV system.
Table 1
NSF Testing Performance Summary
nobs
TSS
DO
Turbidity
Ecoil *
PH
Total Nitrogen Reduction
2mg1
2 mgl
3.3 mg/I
2NTU
2 MPN111Xlmi
6.8 -7.5
64%
*with optional UV disinfection
C2017 E-Z Treat
1

- emno uoge
pent i' E-Z Treat UV System Configurations
4`RISER EVE
TO GRADE,
4OR Y°
OIRLIT�
NUM -CORROSIVE
REFLECTIVE &PROTECTIVE •
SLEEVE-,
4" WELL CAP
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-JEWELL CAP
4"RISER PIPE
TO GRADE
Mode! 101
Single Lamp
Model 102
Dual Lamp
Model 404
Two Dual Lamps in Series
02017 E-Z Treat 3

- amno uQ!}e
Appendix 2 NSF Test Data
Table 2
NSF Testing Pathogen Parlour-pante 1 e&ting
Table 3
�4SFTestinaPathogen Performance 5ur7lrrai
10/21/13 980,000 Median 517.1 '' 1.0
Min e: , I l rti 1.0
10/23/13 687,000 < 1.0 Mal ' p1' W 4.1
10/25/13 1,610,000 < 1.1 Avg 1034 47,1 1.0
10/28/13 5,840,000 < 1.1 Sad p@4 :.iim.222 1 li
10/30/13 1,720,000 < 1.0
11/1/13 618,000 < 1.0
1114/13 435,000 < 1.0
11/6/13 816,000 < 1.0
1118113 921,000 <1.0
11/11/13 816,000 < 1.1
11/13/13 770,000 <1.0
11/15/13 579,000 < 1.0
11/18/13 1,990,000 3.1
11/20/13 1,050,000 1.0
11/22/13 1,550,000 1.0
11/26/13 770,000 < 1.1
11/26/13 411,000 < 1.0
11/27/13 613,000 < 1.0
1212/13 461,000 < 1.0
1214/13 1,300,000 < 1.0
12/11/13 411,000 < 1.0
12/13/13 517,000 < 1,0
12/18/13 687,000 < 1.1
12/18/13 387,000 < 1.0
12/20/13 548,000 1.0
12/23/13 579,000 < 1.0
12/27113 517,000 < 1.0
12/30/13 387,000 < 1.0
111114 260,000 <1.0
113/14 1,200,000 < 1.0
1/6/14 127,000 < 1.D
1/8/14 387,00D < 1.0
1/10/14 156,000 • 1.0
1/13/14 345,000 1.0
1/16/14 210,000 2.0
1/17/14 102,000 < 1.0
1120114 62,700 < 1.0
1/22/14 168,000 < 1.0
1/24/14 81,600 < 1.0
1/27/14 161,000 < 1.0
1/28114 328,000 < 1.0
1/31114 ccn iNi } < 1.0
2A/14 3i5'II r <1.0
2/5114 z,' - �M. » 1
2/10/14 3571i11i 15
2/12/14 -i,' Mr2. ; :+
Call 703.753.4770 or visit.eztreat.net 02017E-2Treat 4

PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
aztraat.nat
C2017 E-2 Treat 2-2017

Recirculation Pump
STA-RITE® ST.E" Plus Series
4" high -head multi -stage submersible effluent pumps
The STEP Plus 4" submersible filtered
effluent pumps in 10, 20, 30 and 50 GPM
models offer dependable performance
and value for high pressure filtered
effluent applications.
These STEP Plus pumps val.( handle
"dry run' conditions.
The 10, 20, 30 and SO GPM are industry
standard 3-3/4" In diameter.
APPLICATIONS
Filtered Effluent.,. _,: res:dtn11-3,
commercial, and agr • jjlljr,rr tit,?
SPECIFICATIONS
Shell - Stainless steel
Discharge -
10, 70 and 30 GPM models:
fiberglass -reinforced thermoplastic;
50 GPM models; stainless steel
Discharge Bearing - Nylatron'
Impellers- Engineered composite
Diffusers - Engineered composite
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
Jacketed Cord - 600 Volt -SOW"
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.
+PENTAIR
FEATURES [
Proven "Floating Impeller" Staging
System - Incorporates 1st -in -class
performance, sand handling and thrust
management staging system with the
industry exclusive "dry -run' design
element. Reinforced engineered composites
and stainless steel, offering high resistance
to corrosion and abrasion.
Discharge - Tested -tough, fiberglass -
reinforced thermoplastic, with proven
internal check valve. Large wrench flats and
rope hole.
Shen - Stainless steel pump shell offers
high corrosion resistance.
Shaft - Hexagonal 306-, 300-grade stainless
steel pump shaft: offers generous impeller
drive surfaces.
Shaft Bearing - Exclusive self-
lubricating Nylatron bearing resists wear
surface from sand.
Motor Bracket - Tested -tough, fiberglass -
reinforced thermoplastic; incorporates an
integral suction screen.
1 S11411WS

Recirculation Pump
STA-RITE® ST.E.P Pius Series
4" high -head multi -stage submersible effluent pumps
ORDERING INFORMATION
CATALOG
NUMBER
HP
STAGES
MAX. LOAO
AMPS
VOLTS
PHASE/
CYCLES
CORO '
LENGTH
STEP10
1/2
7
12.0
115
1/60
10'
STEP 1 DX100FT--05121
1/2
7
12.0
115
1/60
10D'
STEP10X3OFT
1/2
7
12.0
115
1/60
30'
STEPIOX50FT
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
10D'
STEP20X3OFT
1/2
5
12.0
115
1/60
30'
STEP20X50FT
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'
STEP30X50Ff--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
23D
1/60
30'
STEP30X50Fr-05221
1/2
3
4.7
230
1/60
50'
STEP30-10221
1
5
9.1
230
1/60
10'
STEP3OXIOOFT-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'
STEP30X3OFT 15221
1-1/2
6
11.0
230
1/60
30'
STEP30X50FT--15221
1-1/2
6
11.0
230
1/60
50'
STEP50-10221
1
3
9.1
230
1/60
10'
STEP50X100FI'-10221
1
3
9.1
230
1/60
100'
STEP50X3OFT 10221
1
3
9.1
230
1/60
30'
STEP50X50FT-10221
1
3
9.1
230
1/60
50'
STEP50-15221
1-1/2
4
11.0
230
1/60
10'
STEP50X100FT-15221
1-1/2
4
11.0
230
1/60
100'
STEP5OX3OFf-15221
1-1/2
4
11.0
230
1/60
30'
STEP5OXSOFT-15221
1-1/2
4
11.0
230
1/60
50'
NOTE Cord Length shall be determined by site condition
2 511411 W5

Recirculation Pump
STA-RITE* ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
r'IMP PERFORMANCE - 10 GPM
0
CAPACITY LITERS PER MINUTE
50 76
1 1
100
260Elm
ZOD
..
100
1111-
•1_ i wis
-WO _± E-1
, 4
6
10 20
CAPACITY GALLONS PER MINUTE
90
NOTE: Please see pump curve
provided by E-2 Treat
PUMP PERFORMANCE - 20 GPM
LL
a
I0 3 x
i _4
H 100
0
300
260
PUMP PERFORMANCE - 30 GPM
0
2
CAPACITY LITERS PER MINUTE
2 6+0 76 100 126 160 176
1
E
4
I
i
it
-__
_
- ._._.___.___
i
i
_ F _..
.-.
.._ `/gyp.._
_
.__
175
} 150
3 126
= 100
60
25
10 20 30 40
CAPACITY GALLONS PER MINUTE
_Go
— 60
— 40
_S
Fp-
-20F
-10
0
60
50
0
CAPACITY LITERS PER IISNIITE
25 510 -rs 100
10 20
CAPACITY 43ALLONS PE/4 MINUTE
PUMP PERFORMANCE - 50 GPM
CAPACITY LITERS PER MINUTE
.0w"p�,�11111110011111
Bo
0
10 20 90 40 50 90 70
CAPACITY GALLONS PER MINUTE
90
60
40 x
20
0
95
25 4,
20
15
1-
re
10
6
6o
3
511411WS

Recirculation Pump
STA-RITE ST.EIP Pius Series
4" high -head multi -stage submersible effluent pumps
OUTLINEDIMENSIDNS
0111 PENTAIR
1-V4" HPr
DISCHARGE
2" HPr DISCHARGE
(50 GPM ONLY)
10GPM, V2HP.13"
!0 CPItl1,1I2 HP . 13-1/4"
30GP11.1/2HP.11412"
30OAK 1 HP.14"
30 GPM,1"1O HP.15-114"
50 GP11,1 HP.1$-114"
00 GPM,1"V,1 HP=154/4"
10 GPM,112 HP .21-1/2"
20 GPM,112 rip. 22-1/4"
30 GPI21/2 HP . 22-1,2"
30 GPM,1 HP.27-1h"
30 GPM,1-1/2 HP . 30-1/4"
50 GPM,1 11P. 2e924"
50 GPM,1.1/2 HP . 80-1/4"
&masted Card
10'
IStendrd}
ev, tar
(opuenell
Dimensions (in Inches) are for estimating purposes only.
293 WRIGHI SIREL1, DELAVAN,4V153115 WWW,STA-911E.CON. F"1:358-782-2453 ORDERS FAX: $93-426-9446
Because we are conVn-ausly;rnptvving o i products and services, Pertau reserves tho tigti to ehoogo sp"ciIicatin^s without pain notice:.
S11411WS [09/10/141

0
225
200
175
150
I
• 125
0
x 100
O 75
50
25
Recirculation Pump
E-Z Treat
Mod.#600
20PSI ea Spray Manifold or46 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
25 50 75 100 125 150 175
1
.95
0 10 20 30 40
CAPACITY GALLONS PER MINUTE
40
30
20
10
a
50
TOTAL HEAD IN METERS

225
200
175
1- 150
w
125
0
75
50
25
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
I Flow Required 27.2 GPM
C 'Ty LITERS PER MINUTE
0 25 50 75 100 125 150 175
I
0 10 20 30 40 50
CAPACITY GALLONS PER MINUTE
60
50
40
30
J
20
10
0

300
250
200
u-
z
a
4C 150
1- 100
50
D
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
25 50 75
1
0 10 20 30
CAPACITY GALLONS PER MINUTE
_80
0

Trusted. Tested. Tough®
Product Information presented
here reflects conditions at time
of publication. Consult factory
regarding discrepancies or
inconsistencies.
Z7fl1',0
PUMP COMPANY
TECHNICAL DATA SHEET
MIGHTY -MATE SERIES
Cast Iron Models 53, 57 and Bronze Models 55, 59
Submersible Effluent/ Dewatering Pumps
PRODUCT SPECIFICATIONS
cc
0
1-
0
2
Horse Power
3/10
Voltage
115 or 230
Phase
1 Ph
Hertz
60 Hz
RPM
1550
Type
Shaded pole
Insulation
Class )3
Amps
4.8 - 9.7
a
2
m
a
Operation
Automatic or nonautomatic
Auto On/Off Points
7-1/4" (18.4 cm) / 3" (7.6 cm)
Discharge Size
1-1/2" NPT
Solids Handling
1/2" (12 mm) spherical solids
Cord Length
9' (3 m) automatic, 15' (5 m) nonautomatic
Cord Type
UL listed, 3-win;, grounded plug
Max. Head
19.25' (5.9 m)
Max. Flow Rate
43 GPM (163 LPM)
Max. Operating Temp.
130° F (54° C)
Cooling
Oil filled
Motor Protection
Auto reset thermal overload
MATERIALS
Cap
Cast iron or bronze
Motor Housing
Cast iron or bronze
Pump Housing
Cast iron or bronze
Base
Cast iron, bronze or engineered thermoplastic
Upper Bearing
Sleeve bearing
Lower Bearing
Sleeve bearing
Mechanical Seals
Carbon and ceramic
Impeller Type
Non -clogging vortex
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.
0 C US
Tested la Standad UL7712 and
Canted to CSA
Standard C22.2 No.108
1]
SECTION: 2.15.020
FM2778
1120
Supersedes
0515
SKa58
© 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

TOTAL DYNAMIC HEAD
FLOW PER MINUTE
MODEL
53/55/57159
Feet
Meters
Gal.
Liters
5
1.5
43
163
10
3.0
34
129
15
4.6
19
72
Shut-off Head:
19.25 ft.(5.9m)
wu
W
6
4J
U
} 4
a
2
0
1-
w
u-
20
15
10
5
PUMP PERFORMANCE CURVE
MODELS 53/55/57/59
10 20 30 40 50
GALLONS
LITERS 0
80 160
FLOW PER MINUTE
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/BE57
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
* 6N57
Single
Auto
115
1
9.7
3/10
60
30
13
*
--
057/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
B0
28 / 29
12 / 13
2
3 & 4
E59
Single
Non
230
1
4.8
3/10
80
29
13
2
3 & 4
*Single piggyback switch included.
SPECIAL MODEL FEATURES
Additional cord lengths are available in 15' (5 m), 25' (9 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 (PIN 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
• Made of durable, noncorrosive ABS
• Raises pump 2" (5 cm) off bottom of basin
• Provides the ability to raise intake by adding sections of 1+ ' or2"
(DN40 or DN50) PVC piping
• Attaches securely to pump
• Accommodates sump, dewatering and affluent applications
NOTE: Make sure float is free from obstruction.
A CAUTION
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 I zoellerpumps.com

TWItIMAKir
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.

T
EZT 1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
Drip Tank Pump and Vale 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 (Secondary Timer): This float activates the Secondary Timer function 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

EZT-1 CD4Z-230-16
T
1-4 ZONE COMBO DRIP CONTROL PANEL
HH r 1h+li S I-IH.' MM IS Field Flush
t° Off ;RL T=-tJU-LLI
Recirc. lank Drip Tank
H-O-A
kin nu
Recirc
Status
Drip
Status
Navigation Buttons
3ettit,
Menus
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

EZT-1 CD4Z-230-16
Quick Start Instructions:
T
1-4 ZONE COMBO DRIP CONTROL PANEL
> 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 (Default 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 (Default 4). If zone flow GPM is known enter
the values per corresponding zone.
➢ Press: Filter Flush Timer Button > Enter how long to flush the filter before each dose cycle. (Default 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. (Default 5 Mnutes)
➢ Press: Field Flush Settings Button > Enter how many cycles before a field flush is enabled (Default to 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 Defaulted to 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.
> Navigate back to the Home Screen
SCREENS:

BACK
BACK
EZT-1 CD4Z-230-16
FIEMDD UAij Y N1AT1JS
RECIRC RLJ'MP
DOSE i 1 lF S!' 'l lMJ i
rxIIr' 1'I.JM(
110. : ! REST I NES
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SI POP MENU
ZONE SETT/NUS
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MORE
DRAIN G"rCLE
SETTINGS
MOP f.I.US7/1
trIJNCS
ALARM
IJMERS
FJI'CER F1L15H [FMf4Il 1 Il<k'I +Vll]JrILS3LS
TIMFR
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P1111:. :1.1ARCE' TIMER
BACK.
NETWORK SC-F RPKis
I 1.1611 r .rflN 'as
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II 7_10
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I1 -zla1:
1-4 ZONE COMBO DRIP CONTROL PANEL
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EZT 1 CD4Z-230-16
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1.11 {:pi[:l.rLAFIUN TANK DRIP IANi4
.H440. Ahern Hngi gtirrll HO AMrm Nigh Alum
On Many Orr 1 r.rlerlr' Ots tivizny OH Cairo.
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1-4 ZONE COMBO DRIP CONTROL PANEL
•F(
BACK
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Jennifer Ferrusi
5800 Wilma St.
Discharge System With
E-Z Treat Treatment System
Operation and Maintenance Plan
• MAG,-,-°,;,:'%:1_,,72b2-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]

Operation and Maintenance PIan
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 %2 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 1/4 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

*
System Maintenance
Unit
Frequency
Task
Effluent Filter:
Testing
3 — 6 months
Check and clean as needed.
Effluent Filter:
Replacement
12 months
Clean or replace each time septic tank is
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:
Pump and Controls
weekly
Check pump, controls, alarms, elapsed time
meter.
Recirculation/Discharge Tank:
Solids and Potential Leaks
3 — 6 months
Check for solids accumulation, or infiltration and
exfiltration.
Recirculation/
Discharge Tank:
Scum Accumulation
12 months
Remove scum layer when septic tank is pumped.
Pump, Distribution Piping, and
Alarm System
monthly
Check system for leaks. Check spray nozzles for
clogging and clean if necessary.
Control Panel and
Pump Efficiency
6 —12 months
Check amp readout and compare to
manufacturers instructions.
Septic Tank:
Damage
3 — b months
Check for Solids Accumulation, Blockages, or
Baffle Damages, In/Exfiltration.
Septic Tank:
Solids and Scum
12 months
Pump out accumulated solids if necessary,
remove scum layer.
Tanks should not he numned 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

Z:\T-Drive (Projects)\Library\2021\A87101.20 - Ferrusi, Jennifer - 5800 Wilma Street - Direct Discharge\Drawings\A87101.20 - Cover.dwg Jan 24, 2022 9:06am
JENNIFER FERRUSI
DISCHARGE SYSTEM WITH
E-Z TREAT TREATMENT SYSTEM
kn
STEPHENS LANE
C
VICINITY MAP
COPYRIGHT 0 2021
PROJECT No. A87101.20
5800 WILMA ST.
D U RHAM, NC 27712
PIN #: 0825-02-85-1880
SCHEDULE OF DRAWINGS:
C-100 COVER SHEET
C-101 EXISTING SITE LAYOUT
C-102 PROPOSED SITE LAYOUT
C-103 GRAVITY MAIN PLAN AND PROFILE
C-104 SYSTEM SCHEMATICS &
MAINTENANCE SCHEDULE
D-101 DETAILS 1 OF 7
D-102 DETAILS 2 OF 7
D-103 DETAILS 3 OF 7
D-104 DETAILS 4 OF 7
D-105 DETAILS 5 OF 7
D-106 DETAILS 6 OF 7
D-107 DETAILS 7 OF 7
LOCATION MAP
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DURHAM COUNTY, NC
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APPROXIMATION LOCATION OF
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APPROXIMATION LOCATI€ OF -
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DURHAM COUNTY, NC
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PROPOSED 2,100-GAL
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PROPOSED 1,250
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E-Z TREAT POD
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INSTALL 1/4" S.S. WIRE MESH
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SECURE WITH HOSE CLAMP. STABILIZE
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/17
/
/
/
/
7
0
LEGEND
BOUNDARY (PROPERTY)
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
SUPPLY LINES
W PROPOSED WATER LINE
ADJACENT BOUNDARY
RIGHT OF WAY
CREEK
SETBACK
ROAD
FM
'DJ
x
0
FORCE MAIN
POWER POLE
FIRE HYDRANT
TREE
GRAPHIC SCALE: 1" = 40'
20
40
80
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L.
1.25" SCH. 80 PVC / N. o • • • : ;\ \
3,
/ > 4
// LAST 20', 3" SCH. 40 PVC •
/ o TYP 0 2% MIN. SLOPE
/ / / / N .. /v \
/ E-Z TREAT POD / / / \ . : :' j•\I /
RECIRC. TANK O , 0 ., . \ \ /
SEPTIC TANK / / \ n u'
.o .
° / / / :: /
/ \ / / / / / \\ ./
/
FORCE MAIN PLAN (STATION 0+00 - 1+22)
1 "=20'
465
464
463
462
frl 461
to 460
O 459
458
O 457
456
455
454
453
452
451
450
I)'p A . \ \ \ \ \
PROPOSED RIPRAP
AERATOR
LAST 20', 3" SCH. 40 PVC
TYP ® 2% MIN. SLOPE
EXISTING GRADE
—v
\
TANK —
u
SCH.
80
1.25"
PVC
0+
5.00 0+03.00
0+53.00
1+03.00
1+5
.0(
Station
PROPOSED POINT OF DISCHARGE. INSTALL 1/4" S.S. WIRE MESH RODENT
SCREEN (OR EQUAL) AROUND DAYLIGHT END OF PIPE AND SECURE WITH
HOSE CLAMP. STABILIZE OUTLET WITH RIP RAP. PIPE OUTLET SHOULD BE
A MINIMUM OF 6" ABOVE AERATOR TO ALLOW FOR SAMPLE COLLECTION.
FORCE MAIN PROFILE (STATION 0+00 - 1+41
HORIZONTAL SCALE 1"=20' ; VERTICAL SCALE 1"= 2'
465
464
463
462
461
460
459
458
457
456
455
454
453
452
451
450
c
0
0
W
GRAPHIC SCALE: 1" = 20'
0 10 20
40 40
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MAINTENANCE SCHEDULE
ITEM FREQUENCY
SEPTIC TANK 3 — 6 MONTHS
12 MONTHS
TASK
CHECK FOR SOLIDS ACCUMULATION,
BLOCKAGES, OR BAFFLE DAMAGE,
IN/EXFILTRATION, PUMP SEPTAGE. CLEAN
EFFLUENT FILTER.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY. REPLACE EFFLUENT FILTER
EACH TIME SEPTIC TANK IS PUMPED.
RECIRCULATION TANK
FIELD DOSING TANK
WEEKLY
3-6 MONTHS
12 MONTHS
CHECK PUMPS, CONTROLS, ALARMS,
ELAPSED TIME METERS.
CHECK FOR SOLIDS ACCUMULATION,
IN/EXFILTRATION.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
SUPPLY LINES, FORCE MAINS 6-12 MONTHS
CHECK FOR EXPOSED PIPE AND LEAKAGE.
DISTRIBUTION FIELDS 2-4 WEEKS
3-6 MONTHS
MOW VEGETATIVE COVER IF APPLICABLE.
CHECK FOR EROSION, OR PONDING OF
EFFLUENT.
PUMPS, FILTER SYSTEM, MONTHLY
Sc DISTRIBUTION PIPING
QUARTERLY
SEMIANNUALLY
ANNUALLY
CHECK FLOW METER READOUT AND
COMPARE TO RECORDED FLOWS, CHECK
PUMPS AND FILTER SYSTEM FOR LEAKS.
REMOVE FILTER COVERS AND INSPECT FOR
ACCUMULATION OF DEBRIS. CHECK
DIFFERENTIAL PRESSURE GAUGE BEFORE
AND AFTER FLUSHING (D.P. SHOULD
RETURN TO ORIGINAL OPERATING D.P.)
CHECK PUMPS FOR ABNORMAL VIBRATION,
TEST THE ALARM FUNCTIONS.
REMOVE AND LUBRICATE 0—RINGS ON
FILTER CANISTER, REPLACE IF DAMAGED,
CLEAN 1-1/2" FILTER SCREEN AT
HYDRAULIC UNIT.
REMOVE FILTER SCREEN AND REPLACE,
CLEAN USED FILTER SCREEN IN MILD
ACID SOLUTION AND STORE FOR NEXT
ANNUAL REPLACEMENT,
FLUSH FIELD SUPPLY AND RETURN
MANIFOLDS BY REMOVING (UNSCREWING)
AIR/VACUUM BREAKERS.
E—Z TREAT TREATMENT MONTHLY
SYSTEM
ANNUALLY
INSPECT CONTROL/ALARM PANEL, PUMPING
SYSTEM EFFLUENT FILTERS/PUMP SCREENS,
RECIRCULATION TANK, AND E—Z TREAT POD
FILTER. (TREATMENT UNIT)
CHECK AND/OR REPLACE BATTERIES IN
FLOW METER. (IF APPLICABLE)
ULTRAVIOLET DISINFECTION 3-6 MONTHS
UNIT
WIPE (CLEAN) UV LAMPS.
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUIRED.
ANNUALLY CHANGE BULB.
4" SCH. 40 PVC
— DWELLING —
(10'-0" MIN.
1,250 GALLON SEPTIC
TANK
E—Z TREAT
POD FILTER
2,100 GALLO
RECIRCULATIO
TANK
TREATMENT SYSTEM PLAN SCHEMATIC
NTS
— DWELLING —
F.F.E. ±463.0'
(ASSUMED)
FIN. GRADE ±464.5'
4" SCH. 40jj°VC ® 2.00%MIN
±460.5' (DWELLING)
NOTES:
GROUND EL. ±462.0'
A I —..—..—I
INV. EL.
±459.5'
EL.
±459.3'
1,250 GALLON SEPTIC
TAN K
1. TANK LOCATIONS ARE NOT TO SCALE SO AS TO
SHOW EACH TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
INV.EL.
CP
CP
FORCE MAIN
GROUND —
GRAVITY LINE
FLOW DIRECTION
1.25" SCH. 80 CHANGE TO 3"
SCH. 40 PVC TO DISCHARGE
POINT AT AERATOR
E—Z TREAT
POD FILTER
INV.EL.
±459.7'
±459.1'
GROUND EL. ±462.0'
BYPASS
OINV.EL.
±458.9'
2,100 GALLON
RECIRCULATION TANK
4" SCH. 40 PVC
TREATMENT SYSTEM PROFILE SCHEMATIC
NTS
1.25" SCH. 80 CHANGE TO 3"
SCH. 40 PVC TO DISCHARGE
POINT AT AERATOR
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NOTES
Z:\T-Drive (Projects)\Library\2021\A87101.20 - Ferrusi, Jennifer - 5800 Wilma Street - Direct Discharge\Drawings\A87101.20 - Details.dwg Jan 24, 2022 9:07am
CLEAN
OUT
SEPTIC FLOW
FROM HOUSE
FLEX
PVC
3/4" GATE VALVE (FIELDI,pDJUST
TO 4 GPM FOR E-Z TREAT SPIN
FILTER RETURN FLOW)
1,250 GALLON SEPTIC TANK
BY DAVID BRANTLEY & SONS
1,250 ST 323
24"0 E-Z SET RISER W/COVER
(TYP. UNLESS OTHERWISE NOTED)
IF BELOW DRIVEWAY OR PARKING LOT THEN
USE ONLY H-20 TRAFFIC RATED DEVICES
SEPTIC TANK
NTS
n
\i
INV. IN
MIN. 18" BELOW LOWEST
F.F.E. WITH WATER FIXTURE
3"
MIN.
z
(D
N
24"0 E-Z SET RISER
W/COVER (TYP. UNLESS
OTHERWISE NOTED)
NOTE: FIELD VERIFY PRIOR
TO ORDERING RISERS
126"
GROUND EL. ±462.0'
EFFLUENT
FILTER
FILTER
SERVICE
HANDLE
//V 4/ /V,Z
//\ \ �°
ro
/
c}Li;
n
3/4" SCH. 40
==_3
•
/ \ 3/4" PVC N
/ GATE VALVE
ro
!-J
0
co
ro
co
WATER LINE
z
td-
2" VENT----•-•
TANK FLOOR
a. 1
SEPTIC TANK SECTION
NTS
.11
35-40% OF
■
4" SCH.
40 PVC
PVC RECIRC. LINE
(SEE D-102 FOR
CONTINUATION)
1. ALL PIPING SHALL BE SCH 40 PVC UNLESS
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL
BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
OTHERWISE.
2. ALL TANKS SHALL HAVE A MINIMUM 28-DAY
CONCRETE STRENGTH OF 4500 PSI.
3. TANKS SHALL MEET REINFORCING REQUIREMENTS TO
ACCOMMODATE 300 POUNDS PER SQUARE FOOT.
EITHER STEEL REINFORCING WIRE, REBAR OR
APPROVED FIBER MAY BE USED.
4. 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 PRIOR
WRITTEN APPROVAL. ALL ACCESS OPENINGS SHALL BE
FITTED WITH E-Z SET RISER ASSEMBLIES. SERVICE
ACCESS OPENINGS FOR THE RECIRCULATION CYLINDER
SHALL BE A 30-INCH OPENING AND FITTED WITH AN
E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC RATED
TANKS SHALL HAVE CONCRETE RISERS.
5. ALL JOINTS (TOP -SEAM) SHALL BE SEALED USING
CONCRETE SEALANTS BUTYL SEALANT # CS-102
MEETING ASTM C-990.
6. TANKS SHALL BE LEAK -TESTED PRIOR TO SYSTEM
START UP BY APPLYING A VACUUM OF 4-INCHES OF
MERCURY WITH RISER ASSEMBLIES IN PLACE OR WITH
APPROVAL BY ENGINEER, A 24-HOUR STATIC WATER
TEST, IN ACCORDANCE WITH ASTM STANDARDS.
7. NON -CONCRETE TANKS SHALL NOT BE USED IN
CONJUNCTION WITH THE E-Z TREAT SYSTEM WITHOUT
PRIOR WRITTEN APPROVAL BY E-Z TREAT.
8. ALL PIPE PENETRATIONS THROUGH PRECAST
CONCRETE TANKS SHALL BE PRESS -SEAL
CAST -A -SEAL 402 RUBBER BOOTS AND GROUTED.
9. THE FILTER POD INVERT OUT SHALL BE A MINIMUM
OF 6" ABOVE THE INVERT IN OF THE RECIRCULATION
TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER IS
GREATER.
10. CONTRACTOR MAY USE LARGER TANKS.
WATER TIGHT SEAL
ON RISER ASSEMBLY 11. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE
30" OR AS SPECIFIED BY MANUFACTURER.
3/4" SCH. 40 PVC RECIRCULATION
LINE FROM E-Z TREAT TEE
4" SCH.
40 PVC
1/3 TANK LENGTH
0
(SEE D-102 FOR
CONTINUATION)
INV. OUT
1"-2" BELOW INVERT IN
CAST -A -SEAL
402 RUBBER
BOOT (TYP.)
3"
MIN.
POLYLOCK PL-68 OR
ENGINEERS APPROVED EQUAL
12. SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM
INLET TEE IN SEPTIC TANK RISER
13. LENGTH, WIDTH, AND DEPTH OF TANKS WILL VARY
PER MANUFACTURER.
14. MAY USE COMBINATION SEPTIC TANKS AND
RECIRCULATION TANKS RATHER THAN SEPARATE IF
NECESSARY OR DESIRED BY OWNER.
15. IN AREAS WITH LOW ALKALINITY WATER, INSTALL ±55
LBS. OF MARBLE ROCK (1"-3" DIAMETER) IN
24"x24" MESH BAGS. USE 1 BAG PER E-Z TREAT
POD. PLACE MARBLE ABOVE "BEAD" PILLOWS.
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TO SEPTIC
TANK
2/3 LENGTH
1/3 LENGTH
24"0
RISER
_______
--_ _ ___________
/ \
��
/
E-Z SET
W/COVER
-
-il
ciiii
'
�It1.l�llt0�ll���
El
I
II
I RISER W/COVER
12" MIN.
I LENGTH
FLEX PVC
T I RISER W/COVER
I
I CHECK VALVE
I
CH. 80 PVC FULL UNIO,
TURBINE PUMP (TYP.)
PVC GATE VALVE
@IIIII110 -Ilia ID1IM
- -�
u
�a�
i�
jai --,
1" SCH. 40
PVC BALL
I TURBINE PUMP
FLOAT TREE
CHECK VA1LP j
"4"
(TYP.)
(TEFFLUENT
BYPASS VALVE
I
I 1 PVC
REDUCING TEE
TO FIELD
DOSING
CHAMBER -
FROM
RECIRCULATION
_CHAMBER
160"
ALARM LIGHT
CONTROL PANEL
(LOCATED WITHIN
10-FEET OF TANKS)
4" SCH. 40 PVC
DROP TEE (TYP.)
3"
MIN.
DIRECT BURY
CABLE TO PANEL
1" PVC
CHECK
VALVE
1" SCH. 40 PVC
FULL UNION (TYP.)
J
z
SECONDARY TIMER/HIGH
WATER ALARM (1" ABOVE
EFFLUENT BYPASS VALVE)
EFFLUENT BYPASS
VALVE BY E-Z TREAT
DOSE ENABLE
LOW WATER ALARM
(REDUNDANT OFF)
SEE EFFLUENT BYPASS
VALVE SECTION
MERCURY FLOAT SWITCHES (3) 00
PVC FLOAT TREE
TANK FLOOR
3" PVC STAND
30"0 E-Z SET
RISER W/COVER
i" BALL VALVE
NO
1. SEE PLAN VIEW FOR ORIENTATION.
2. 2,100 GALLON PUMP TANK BY
DAVID BRANTLEY & SONS 2,100
PT 346
TO
DRAINFIELD
E-Z TREAT RECIRCULATION/FIELD DOSING TANK PLAN
NTS
2" Al
GAP
FLOAT TREE
BRACKET
SCH. 80 PVC
FULL UNION
FINISHED GRADE
FLOAT TREE BRACKET
co 3/16"ANTI-SIPHON
+I HOLE (TYP.)
• SECONDARY TIMER
0
* HIGH WATER ALARM
3/16"ANTI-SIPHON DOSE ENABLE RIMER ON
HOLE (TYP.) io
PUMP OFF
MERCURY FLOAT
SWITCHES (4)
PVC FLOAT TREE
CAST SOLID
BAFFLE WALL
STA-RITE HIGH HEAD MULTI -STAGE
SUBMERSIBLE EFFLUENT PUMP
CATALOG NUMBER STEP 20
CHECK VALVE
BAIL VALVE
DIRECT BURY
CABLE TO
PANEL
ATE VALVE
\/
SCH. 80 PVC TO
DRAINFIELD
3"
MIN.
ZOELLER PUMP MODEL 53
HP 115 VOLT SINGLE PHASE
3" PVC STAND
E-Z TREAT RECIRCULATION/FIELD DOSING TANK SECTION
NTS
•
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Z:\T-Drive (Projects)\Library\2021\A87101.20 - Ferrusi, Jennifer - 5800 Wilma Street - Direct Discharge\Drawings\A87101.20 - Details.dwg Jan 24, 2022 9:07am
EFFLUENT BYPASS
VALVE BY E-Z TREAT
4" FROM FILTER POD
m Z
S
FINISHED GRADE
RECIRCULATION TANK SECTION
NTS
NOM
1. PIPING TO BE 4" SCH. 40 PVC.
GRAVITY CLEANOUT
NTS
4" 90' BEND
4" TO
ULTRAVIOLET
DISINFECTION
UNIT
ALL TANKS
REQUIRE A 6"
THICK STONE
BASE (TYP.)
30"0 E-Z SET RISER
W/COVER (TYP)
3/4" BALL VALVE
3/4" UNION
FLOAT TREE BRACKET
1. ULTRAVIOLET LIGHT PURIFIER
UV-102 BY E-Z TREAT.
2. PROVIDE DUAL GFI RECEPTACLE
FOR UNIT AND HEAT TAPE. FIELD
ROUTE 2-#12,1-#12G, IN 3/4"
PVC CONDUIT TO 120 VOLT
SINGLE PHASE 20 AMP BREAKER
AT HOUSE.
3. ORIENTATION PER SITE
REQUIREMENTS.
4. INSTALL 1/2" BALL VALVE FOR
SAMPLING DOWNSTREAM OF U.V.
UNIT.
5. MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED.
4"x2"
REDUCER
4"
PRI
4"x2"
REDUCER
4" /
\ K \ `(%\/%
30" DIA.
E-Z SET
RISER
PRIMARY
LAMP
NON -CORROSIVE
REFLECTIVE AND
PROTECTIVE SLEEVE
SECTION VIEW
TOP VIEW
2"x2"x1/2" -
REDUCING TEE
M
N
4" WELL CAP
DISCONNECT
UNION (TYP.)
2" _ 4"
U)
J ti
a�
I- O
LU M
0
4" x 2"
REDUCER
1/2" BALL
VALVE
CONTROL
WITH ALARM
1/2" BALL
/.( VALVE
DISCONNECT
UNION (TYP.)
HEAT PAD
100%
BACKUP
' LAMP
Zv 6�
M6
WASHED #57
STONE
ULTRAVIOLET DISINFECTION UNIT
NTS
DIRECT BURY
CABLE TO PANEL
1 I, .:11:j. . „to ._ t # ... �� '1-1/2" PVC
\ CHECK VALVE
YAY,\YAV AV AV A'
\ 1-1/2" SCH. 40 PVC
FULL UNION (TYP.)
1" SCH. 40 PVC LINE
TO FILTER POD
DENITRIFICATION RETURN LINE
NTS
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7'-3-1/2" (TYP.)
SPRAY NOZZLE
(TYP.)
3/4" CAP
(TYP.) —
I
PRESSURE GAUGE
1" BALL VALVE
0 0 0 0 0 0 0 0 0
4" SCH. 40 PVC
90' ELBOW (TYP.)
I 1» o
0 0 0 0 0 0 0 0 0 0 LL
4"
E-Z TREAT TREATMENT UNIT PLAN
NTS
TOP OF POD
E-Z TREAT POD FILTER SYSTEM
2" X 6" BOARD WITH ALUMINUM
BRAS.S. SCRATTACHEDS TPOD WITH
S.S. SCREWS TO ASSIST WITH
SOIL STABILIZATION (TYP. OF 4)
4" CPP (SEE SITE PLAN FOR
OUTLET)
TO DAY LIGHT
0
0
0
0
0
0
0
3' ALL AROUND
+I
o
12"
MIN.
�r1"0 SUPPLY
LINE
7
I
SELECT BACKFILL
FREE OF DEBRIS
FINISHED
GRADE
4"0 RETURN UNE
4" CPP PERFORATED 6" THICK #57 STONE
TUBING (SLOTTED) BEDDING (TYP.)
AROUND POD (TYP.)
SEE SHEET C-102
FOR INVERT OUT
E-Z TREAT TREATMENT UNIT SECTION
NTS
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0
1
2
3
4
5
6
7
8
9
Branch Circuit Protection Device/Disconnect Means Field Provided -
Size per manufacturing specifications for Pump/Motor
Alarm/Control Source
120 VAC, 60Hz
Bottom Feed
Circuit Breaker
L1 N
CB3 0 \
RED
12
TB3
0
TB6 02
12
WHT
Pump Source
120/230 VAC, 60Hz
Bottom Feed
Circuit Breaker
L1 L2/N
1.4 1.5
Ni N2
•
\8
TB4 0--�c-o-02
• • • •
N3N4 N5N6
1.2 2.2 2.4 2.4
2
RED
16
8
-BLK
\6
2
Pump Source
120/230 VAC, 60Hz
Bottom Feed
Circuit Breaker
L1 L2/N
2 X Pump Load
120/230 VAC 0-16A MAX 60 Hz
Pump must contain integeral
thermal overload protection.
Ground Motor PE to Ground Lug
CB1
31
3 BLK
32
BLK
0 \2
CB2
44 3
33
BLK
12
34
BLK
2• 0 �2 1 LlH
9
RED
6
F1
120VAC.1
RED
18
F2
RED
18
4 6
RED RED
\8 \8
TB1 b1
5
R
HTR1
x1r -- x2
10
WHT
BALLAST1
UV Lam
B
CS114 p
LU
1 d Blue lBe
RED BSW2
COM _(NO)
UV Lamp
—=INTRODUCTION/2
PWS
1.1
N1
/2.3
24
BLK
1.1
N2
J1
7
K
30
GRN
\8
PE
15
WHT
N
Power Supply
PS5R-VC24
24VDC 30W
v+ v-
GND1
PE
3
TRANS1
28 29 35 36
BLU BLU WHT/BLU WHT/BLU
\8
•
24VDC.1 OVDC.1
24 VDC.2
OVDC.2
F3
7
WHT
COM
White
0
24VAC
Schematic 2.4
T2
120 208 240
Black Red Orange
WW
Yellow
Yellow
OVAC
YEL
OVAC
2.7
Legend
Field Wiring
Field Supplied
Device Tag
Desc iption
BALLAST1
Ballast
CB1;CB2
Circuit Breaker 2 Pole 20 A
45 In -lb
CB3
Circuit Breaker 1 Pole 10 A
45 In -lb
CS1
Current Switch NO 0.5-100A
F1 F3; F8
Fuse Terminal Block
F1 F3; F8
5 A Control Fuse
PUMP1;PUMP
2 Customer Supplied AC Pump
PWS
Power Supply 24VDC 30W
SVV2
Toggle Switch
TB1;TB6
Terminal Block 30A
TB2
Double -Level Terminal Block 20A
TB3;TB4
Terminal Block 20A
TB5
Terminal Block 20A
TB5
Terminal Block 20A
TRANS1
Transformer, 24V
F1 - F3, F8 Fuse must be replaced with 5 Ampere
type 5mm x 20 mm fast acting 250 V max
Spare fuses provided in packet
CAUTION: Nonmetallic enclosures does not provide
grounding between conduit connections. Use grounding
bushings and jumper wires.
ATTENTION: Les bolters non-metalliques ne permettent
pas de mise a la terre entre les connexions de conduits.
Utilisez des manchons de mise a la terre et des fils de liaison.
ALOERON"
Industrles
Leading Edge Control Products
110 15TH ST. SOUTH
HAWLEY MN, 56549
This drawing contains proprietary information
which must not be duplicated, used, or disclosed
in whole or in part without prior written consent.
Model
DWG Numbe
r EZT-1 CD4Z-230-16
Quote Number
Drawn By
B. Nelson
Checked By
B. Klabunde
Notes: 1. WARNING! Electrical Shock Hazard! Dis onnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes
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.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
Date
1/19/2021
Revision
Page Number
1 0F3
E-Z TREAT COMBO CONTROL PANEL (1 OF 3)
NTS
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JENNIFER FERRUSI
DURHAM COUNTY, NC
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Drive (Projects)\Library\2021\A87101.20 - Ferrusi, Jennifer - 5800 Wilma Street - Direct Discharge\Drawings\A87101.20 - Details.dwg Jan 24, 2022 9:07am
0
2
3
4
5
6
7
8
9
TB2 1
42
BLU
\8
Redundent Off
FS1
TB2 92
Recirculation
Dose Enable
FS2
0
94
45
BLU
18
High Level
FS3
5
Redundent Off
FS4
\ 0
96
48
BLU
Drip Floats
Dose Enable
FS5
—0—
910
Secondary Timer
FS6
O
11
High Level
FS7
0
912 914 —4
913
24VDC.1
Legend
Field Wiring
Field Supplied
Device Tag
Desc iption
FZZve
B1
Buzzer 120V
CR1
Relay, 120VAC, SPDT
7.1 In -lb
F4... F7
Fuse Terminal Block
F4... F7
5 A Control Fuse
LT1
Red Beacon 15W
M1;M2
Contactor 18 A - 120V Coil
15 In -lb 15
In -lb
PLC1
PLC, 141/100
SWl
Toggle Switch SPDT
TB2
Double -Level Terminal Block 20A
PLC1
44 47
BLU BLU
8 18
54
BLU
59 60
BLU BLU
8 .18
63
BLU
8
65
BLU
8
67
BLU
8
70
BLU
18
110"R/1.0
RED
\8
F4-F7 Fuse must be replaced with 5 Ampere
type 5mm x 20 mm fast acting 250 V max
Spare fuses provided in packet
SERIAL
3>
Analog IN
Serial>
3>
USB
Ethernet
ICOM 10
O O
O 11 I 12 I 13 I I4 I 15 I 16 0
17 0 110 0 111
O b
112 I 113 114
115
24VDC IN
I OVDC 24VDC 1 PE
Ry. OUT
1 O
Como 00
43
GRY
\8
46
GRN
18
• PE
OVDC.1 2
14 GND1
F4
•
120VAC.1
1.0
<-1
1
F5
2
50
RED
Ry. OUT
O 0 0 I O 0
01 02 03 COM1 04
MICROSmart
FC6A-C24R1 CE
Ry. OUT
0 0 0 I O O
05 06 07 COM2 0104411
49 53 58 61
RED RED RED RED
\8 \8 \8
F6
2 2
52 55
RED RED
F7
\8 \8 RE56
D
Al Al
A2 A2
51 51
WHT WHT
18 \8
•
N4
1.1
62
RED
66
PNK
69 72
PNK PNK 71 73
18 \8 G6WRNNK
64 76 77
PNK PNK PNK
\8 \8 \8
68
BLU
18
COM
0
SW1
(NO) s I off (NO) 2
Test Silence
TB2 b
TB2 15 6\
/ .18 \8 .
Al 1 124VAC
i
A2
2
B1
2
57 16
WHT WHT
18 18
18
WHT N5/1.1
/ �18
IP'N6/1.1
6018y, 020 022
v1� 619 621
Al Al Al
Z2 01
3 01
A2 A2 A2 A2
Zone Control
Al
Schematic
024 626
68
625
Al Al
A2
A2
OVAC
Zone Flush Filter Flush
M1
2
13NO
T4N0
78
BLU
\1e
13NO
M2
3 114N0
74 75
BLU BLU
18 \8
CR1
3
TB2
Dry Alarm Contacts
ALOERON"
Industries
Leading Edge Control Products
110 15TH ST. SOUTH
HAWLEY MN, 56549
This drawing contains proprietary information
which must not be duplicated, used, or disclosed
in whole or in part without prior written consent.
Model
DWG Numbe
r EZT-1 CD4Z-230-1 6
Quote Number
Drawn By
J. Sonnier
Checked By
B. Klabunde
Notes: 1. WARNING! Electrical Shock Hazard! Dis onnect power before servicing this product. A qualified service person must install and service this product according to applicable elec rical and plumbing codes
2. Install in accordance with National Electri Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
Date
1/19/2021
Revision
Page Number
2 0F3
E-Z TREAT COMBO CONTROL PANEL (2 OF 3)
NTS
SEAL
17069
•
•,� S' MN." 00, aZZ
- r
au-
1—O
LLJ
co
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JENNIFER FERRUSI
DURHAM COUNTY, NC
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Drive (Projects)\Library\2021\A87101.20 - Ferrusi, Jennifer - 5800 Wilma Street - Direct Discharge\Drawings\A87101.20 - Details.dwg Jan 24, 2022 9:07am
0
2
3
4
5
6
7
8
9
<-2
1.5 1.4
OVDC.2 24VDC.2
HMI1
Legend
Field Wiring
Field Supplied
Device Tag
Desc iption
CBL1
Ethernet Cable Cat5
GND1
8P Ground Bar
30 In -lb
HMI1
HMI Display
2.2 In -lb
GND1 e1
GRN
1 1e
PE
Schematic
PE
0
* USB2
HAG 1 G-4VT22TF-B «USB1
0
SD 0 RD 1 RS 1 CS O SG 1 SDA 1 SDB 1 RDA 1 R B LAN
CBL1
38.228 In \RG/WHZORG
SERIAL
2.0
RN
=PRODUCTION_REPORT/1—>
Industries
Leading Edge Control Products
110 15TH ST. SOUTH
HAWLEY MN, 56549
This drawing contains proprietary information
which must not be duplicated, used, or disclosed
in whole or in part without prior written consent.
Model
DWG Numbe
r EZT-1 CD4Z-230-16
Quote Number
Drawn By
B. Nelson
Checked By
B. Klabunde
PH: 21644833834 WWW.ALDEHONIND coM
Notes: 1. WARNING! Electrical Shock Hazard! Dis onnectpower before servicingthisproduct. A qualified serviceperson must install and service thisproduct accordingto applicable elec rical and plumbing codes
9 PP P 9
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.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
Date
1/19/2021
Revision
Page Number
3oF3
E-Z TREAT COMBO CONTROL PANEL (3 OF 3)
NTS
SEM-
17069•
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