NCG551781_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: DKL Investments, LLC
Mr. Dana LaBerge, Owner/President
5013 Cheek Rd, Durham, NC
Discharge System with E-Z Treat Treatment System and UV Treatment
Project No: A94001.00
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
5013 Cheek Rd, Durham, North Carolina. The site has been deemed unsuitable by the County
Health Department and a request for a Direct Discharge Permit follows. Please find enclosed one
original and two copies of the Notice of Intent and Authorization to Construct application package
for the above referenced project. With this letter, we are requesting coverage under NCG550000
and authorization to construct for the house located at 5013 Cheek Rd, 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. McConnell, PE
President
cc: DKL Investments, LLC — Owner

DKL Investment Solutions, LLC
Surface Discharge System with
Recirculating EZ Treatment and
UV Treatment
5013 Cheek Rd
Durham County, North Carolina
Project Number: A94001.00
Date of Preparation: June 30, 2021
Resubmittal: January 24, 2022
PROJECT MANAGEMENT
Supporting Information &
Technical Specifications Prepared By:
MacConnell & Associates, P.C.
Full -Service Consulting Engineers
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
Post Office Box 129
Morrisville, North Carolina 27560
Telephone: [phone] Fax: [phone]
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MAcCONNELL
& ASSOCIATES, P.C.

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

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
NPDES Application for Coverage (NOI)
& Supporting Documents
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 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
The Division of Water Resources will not accept an application package unle
Failure to submit all required items may result in the application being returned. For more information,
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: 6/25/2021
2. Owner's Contact Information:
Applicant Type: ❑ Individual ® Corporation ❑ Partnership
Owner Name and Title:
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage (COC)
N
C
G
5
5
Check #
Amount
Assigned to:
visit
DKL, Investment Solutions, LLC Dana LaBerge, Owner Blake J. Anderson, Project Manager
Street Address: 453 Big Willow Way
City: Rolesville
text.
Telephone #(H):
Cell/Mobile #: [phone]
State: NC Zip: 27571 Click here to enter
Telephone # (W):Click here to enter text.
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:
City:
County:
Telephone #:
Website:
5013 Cheek Rd
Durham State: NC Zip: 27704
Durham County
Click here to enter text. Cell/Mobile #: [phone] (Joshua Paxon)
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).
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
From US Highway 98 turn onto the starting point of Patterson Rd from the intersection of US-98,
Sherron Rd, and Patterson Rd. Drive approximately 3.5 miles to the end of Patterson Rd at
Cheek Road. Turn Ieft on Cheek Rd, then in 200ft take a right into the first residence, 5013
Cheek Rd.
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].
❑ InstalIation 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
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 (n/a)_ If you
are not aware of an existing permit, check here.
❑ Filter Media System (Pod System)— Discharge to Surface Waters [or other, as defined 15A NCAC
02H.0103(11)1. 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. ❑
0 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
® Primary sand filter ❑ Secondary sand filter
❑ Chlorination ❑ Dechlorination
❑ Self -Contained POD system [describe]
❑ Leach Field
❑ Post Aeration (specify type)
❑ UV disinfection
❑ Recirculating sand filter(s)
❑ Other components:
8. Provide Details of Single -Family Residence (SFR) or Similar Facility:
a) Type of facility:
®Residential ❑ Commercial
❑ Other:
b) Amount of wastewater discharged:
- Residential: Number of bedrooms 3 x 120 gallons per bedroom = 360 gallons per
day (flow)
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
Commercial: How many employees? (25 gpd/person)
c) Is your existing treatment system failing? Yes ►1 No ❑
d) Has the Health Department formally condemned your existing system
"unsuitable for repair?" Yes ® 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]: See Attached
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
1Zf Septic tank Z 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 existing flow? ❑ Yes ® 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 3 x 120 gallons per
bedroom = 360 gallons per day to be permitted (design flow)
Expanding: Amount of wastewater proposed to be discharged: Number of bedrooms 3 x 120
gallons per bedroom = 360 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.)
Page 3 of 6 Revised: A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
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. Attached
b) Land Application — Assess the land application disposal alternatives such as spray
irrigation, drip irrigation, individual/community onsite subsurface systems, and/or
innovative ground -absorption. Questions to consider:
(1) Are on -site soils suitable for land application? Yes ❑ No IA
(2) Is there sufficient area on -site? Yes ❑ No El
c) Wastewater Reuse — Evaluate reusing all or a portion of the wastewater
generated, such as for golf course irrigation, crop irrigation (e.g., hardwood or
pine plantation, grasses), athletic field irrigation, landscape uses, and/or
commerciallindustrial 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. Attached
11. Provide Regional Information: Please provide the following information. If you need assistance in
obtaining this information, please contact your local DEO regional office.
a) Stream Classification -Verify the stream classification for the nearest downgradient named
waterbody. The NC Surface Water Classification map can be found by clicking here.
Stream Classification: WS-IV, NSW
b) Is it a High-Ouality Water? If so, check if it is by definition or by designation? In order to check
this, ask the Planning Unit.
Not High -Quality Water.
c) Map - Provide a map Iocating 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).
Attached.
d) Site Evaluation - Contact DEQ's local Regional Office for a site evaluation to confirm the
proposed discharge flow path to the nearest waters -of -the -State. The wastewater/stream
confluence and stream class must be verified in the field by DEQ's Regional Staff. Please list the
Regional Office staff member you contacted for the inspection. Jane Bernard
e) Flow Path - Display graphically the flow path of the discharge to the nearest surface Waters of
the State. Document any potential hydrologic trespass or right-of-way infringement on any
neighboring property (i.e. note all properties encountered prior to reaching waters -of -the -State).
Attached.
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
fj 7Q10/3002 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.
® An original letter [two (2) copies] requesting coverage under NCG550000.
® This application [two (2) copies]. Your signature on this application, certifies that you are legally
responsible for the proposed treatment system (see page 6 of 6) for the COC/NOI/ ATC.
® A check or money order for $60.00 permit fee made payable to NCDEQ.
12. Additional Application Requirements
a) Narrative Description of the treatment system. This narrative should present treatment components
in order of flow — influent to outfall, including anti -erosion structures and sample -port location(s).
b) Final Plans and Specifications for a wastewater treatment system shall be signed by a North
Carolina -registered Professional Engineer, or if prepared by others, must conform to 15A NCAC
02H .0139. All documents are to be stamped "Final Design - Not Released for Construction."
Submittal shall include a site map showing the proposed outfall and the effluent proposed path to
surface waters -of -the -State. (see Item 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 I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Mr. Gary S. MacConnell
Title: President, MacConnell & Associates, P.C.
(Please review 15A NCAC 02H .0106(e) for definition of authorized signing officials)
(Signature of Applicant) (Date Signed)
NOTE: Treatment System Maintenance is Required - Upon receiving a Certificate of
Coverage/Authorization to Construct (COC/ATC), the Division recommends that the Permittee solicit
manufacturer -certified training, or solicit a qualified contractor or service to regularly inspect and
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
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,
• 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

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
20,000 linear feet away, located at the intersection of Cheek Rd and Harvest St.. The cost is
prohibitive as projected below:
Description Quantity Units Unit Cost Total
8-Inch PVC Sewer 20,000 LF $ 65.00 $1,300,000.00
Manholes 100 Each $3,500.00 $350,000.00
Sewer Connection Fee 1 Sum $200.00 $ 200.00
Sewer Monthly Fee 1 Monthly $45.00 $ 45.00
Engineering 10 % $165,000.00
Contingency 10 % $165,000.00
Co r(1+ r)" J
(Co) of $ 1,980,200.00 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=$1,980,730.00
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.
7Q10: Septic to discharge to the drainage ditch located along the eastern property line which
flows to an existing stream and ultimately goes to Rocky Branch, north of the property. There are
other surrounding lots that utilize similar drainage ditchs as a discharge point such as permit
numbers NCG551572, NCG551494, and NCG550627

Public Health
Date 4/30/21
Re: Application for Construction Authorization for DKL Investment Solutions
Property site: 5013 Cheek Rd, Durham, NC 27704
Environmental Health Division file number:356662
Dear Dig_ Investment Solutions,
The Durham County Department of Public Health, Environmental Health Division on evaluated
the above referenced property at the site designated on the plat/site plan that accompanied your
construction authorization application. According to your application the site is to serve a 3
bedroom residence with a design wastewater flow of 360 gallons per day. The evaluation was
done in accordance with the laws and rules governing wastewater systems in North Carolina
General Statute 130A 333 including related statutes and Title 15A, Subchapter 18A, of the North
Carolina Administrative Code, Rule .1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative
Code, Rule .1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a
sanitary system of sewage treatment and disposal. Therefore, we must deny your request for an
construction authorization. A copy of the site evaluation is enclosed. The site is unsuitable
based on the following:
nsuitable soil topography and/or landscape position (Rule .1940)
nsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
Unsuitable soil wetness condition (Rule .1942)
nsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
Insufficient space for septic system and repair area (Rule .1945)
Unsuitable for meeting required setbacks (Rule .1950)
Other (Rule .1946)
These severe soil or site limitations could cause premature system failure, leading to the
discharge of untreated sewage on the ground surface, into surface waters, directly to ground
water or inside your structure.
The site evaluation included consideration of possible site modifications, as well as use of
modified, innovative, or alternative systems. However, the Health Department has determined
that none of the above options will overcome the severe conditions on this site. A possble
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
construction authorization shall be issued for this site in accordance with Rule .1948(c).
Environmental Health Division
4'1=4 Human Services Building 1414 East Main Street, Durham, North Carolina 27701
[phone] I Fax [phone] dconc.gov/publichealth
s " Equal Employment/Affirmative Acton 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 formai appeal, you must
file a petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-8714. 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 httc://www.ncoah.00m/forrns.html . The petition for a contested case hearing
must be filed in accordance with the provision of North Carolina General Statutes 130A-24 and
150E-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 4130/21 . Meeting the 30 day deadline is critical to your fomial
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 Mail Service
Center, Raleigh, N.C. 27899-2001.
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 150E-23
that you send a copy to the Office of General Counsel, N. C. Department of Health and Human
Services.
You may call or write the local health department if you need any additional information or
assistance.
Sincerely,
J. Cole Bowers, REHSI
Environmental Health Specialist Intern
Enclosures: Copy of site evaluation
Copy of Rule .1948

7IVISIOii OF runic HEALTH, H 811CriON
)N-SJ]E WATER I OTSC.TIONBRANCII
• BORATE EVALUATION
for ON -MIT WASTEWATER SYSTEM
(Confide IS Eaise in MI)
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ROPOSOCATION OF SITE: O' eek
;ATER SUPPLY: 0 PrlvaTe Public
VALUATION METHOD: Boring
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TYPE OF WASTEWATER:
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APPLICATION DATE G Z(
DATE EVALUATED: 1 Z1
PROPERTY SIZE: 1- (o Xcar.orAlgs
PROPERTY RECORDED:
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EVALUATED BY: Gif
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5013 Cheek Rd
DCo, 4/30/21
Gale Bowers, RE
Repair Denial
Existing Discha
THIS IS NOT A
NOT SURVEY A

15A NCAC 18A .1948 SITE CLASSIFICATION
(a) Sites classified as SUITABLE maybe utilized for a ground absorption sewage treatment and disposal system coisteut
with these Rules. A suitable classification generallyindicates soil and site conditions favorable fbrthe operation ofa ground
absorption sewage treatment and disposal system or have slight limitations that are readily overcome by proper design and
installation.
(b) Sites classified as PROVISIONALLY SUITABLE may be utdized fora ground absorption sewage treatment and disposal
system consistent with these Rules but have moderate limitations. Sites classified Provisionally Suitable require some
modifications and careful planning, design, and installation in order for a ground absorption sewage treatment and disposal
system to function satisfactorily.
(c) Sites classified UNSUITABLE have severe limitations for the installation and use of a properly functioning ground
absorption sewage treatment and disposal system. An improvement permit shall not be issued fora site which is classified as
UNSUITABLE. However, where a site is UNSUITABLE, it may be rectified PROVISIONALLY SUITABLE ifa special
investigation indicates that a modified or alternative system can be installed in accordance with Rules .1956 or .1957 of this
Section.
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage treatment and disposal system
specifically identified in Rules .1955, .1956, or .1957 of this Section or a system approved under Rule .1969 if written
documentation, including engineering, hydrngeologic, geologic or soil studies, indicates to the local health department that the
proposed system can be expected to function satisfactorily. Such sites shall be reclassified as PROVISIONALLY SUITABLE
if the local health department determines that the substantiating data indicate that:
(1) a ground absorption system can be installed so that the eruent will be non-pathogenic, non-infectious,
non -toxic, and non -hazardous;
(2) the effluent will not contaminate groundwater or surface water, and
(3) the effluent will not be exposed on the ground surface or be discharged to surface waters where it could
come in contact with people, animals, or vectors.
The State shall review the substantiating data if requested by the local health department.
Hrstory Note: Author} G.S. 130A-335(e);
Elf .July 1, 1982;
Amended Elf April 1, 1993; January 1, 1990.

Point of Sale Residential Septic System Inspection
Inspector: Travis Creech
252-290-0081
[e-mail]
License # 5045I
Expires 12/31/2020

On -site Wastewater Pre -inspection Contract
Client Name: .ii)\ O I\€.. A Ade vso
Client Address: Z§S 351 Pi-f t vin Y
Client Phone:
Property Address: 33/ vamp RorAd
Client is: Owner of Record RealtorL LenderBuyer _ Seller
Other (Describe)
Certified Inspector Name: Michael Travis Creech Company Name: Travis Creech Plumbing & Septic Inc.
Company Address: 9000 Kirby Rd. Kenly. NC 27542 Inspector Certification Number: 50451
Inspector Phone: [phone] Certification Expires: December 31, 2020
The on -site wastewater system inspection, hereinafter referred to as Inspection, shall be performed in accordance with
21 NCAC 39.1004, 21 NCAC 39.1005 and 21 NCAC 39.1006. General Statutes, Rules and Minimum Inspection
Requirements, can be viewed at www.ncowcicb.info
Services provided shall include: Inspection meeting minimum requirements
, SalrV►Ot
Pumping of Tank Yes No Customer declined to pump tank
Other (Describe)
Complete a thorough inspection with pictures detailing the location and condition of the system.
rr
Cost of Services to be provided: S ''11 .O0
Inspector is got required to report on:
Inspector is pot required to:
1) Life expectancy of any component or system
2) The causes of the need for a repair
3) The methods, materials and costs of corrections
4) The suitability of the property for any specialized use
5) The market value of the property or its marketability
6) The advisability or inadvisability of purchase of the property
7) Normal wear and tear to the system
1) Identify property lines
2) Offer warranties or guarantees of any kind
3) Calculate the strength, adequacy, or efficiency of any system or
component
4) Operate any system or component that does not respond to normal
operating controls
5) Move excessive vegetation, structures, personal items, panels, furniture,
equipment, snow, ice, or debris that obstruct access to or visibility of the
system and any related components
6) Determine the presence or absence of any suspected adverse
environmental condition or hazardous substance, including toxins,
carcinogens, noise, and contaminants in the building or in soil, water,
and air
7) Determine the effectiveness of any system installed to control or remove
suspected hazardous substances
8) Predict future condition, including failure of components

Inspector is requite to:
9) Project operating costs of components
10) Evaluate acoustical characteristics of any system or component
11) Inspect equipment or accessories that are not listed as components to be
inspected
12) Conduct dosing volume calculations
13) Evaluate soil conditions beyond saturation or ponding
14) Evaluate for the presence or condition of buried fuel storage tanks
15) Evaluate the system for proper sizing, design, or use of proper materials
16) Perform a hydraulic load test on the system
1) Uncover tank lids and distribution devices so as to gain access unless
blocked as described om 21 MCAC 39.1004(b)(3). The distribution box may
remain covered if the Inspector has an alternate method of observing its
condition.
2) Probe system components where deterioration is suspected
3) Report the methods used to inspect the on -site wastewater system
4) Open readily accessible and readily openable components
5) Report signs of abnormal or harmful water entry into or out of the
system or components
As required by 21 NCAC 39.1002 (1) this contract must be provided by Inspector and signed by
client or client's representative prior to Inspection being performed.
Signature below acknowledges receipt of copy of this contract and acceptance of Inspection as
stated above:
Signature of C ' t or Cli nt's Representative Date
Signature of Inspector Date
Note: 21 NCAC 39.1002 (2) Requires written permission from owner or owner's representative to
perform the inspection must be acquired prior to the inspection.

Property Address
Client Name:
On -site Wastewater Inspection
Pre -Inspection Contract, signed by Client is attached to Inspection
33 N,‘ N1a(\ 'Kt:1ad
City
&Nit PV\ e orl
Zip
Current owner of Record
Date of Inspection: p3 — � a‘
Advertised number of bedrooms as stated in MLS or as stated in attached sworn statement by owner or
owner's representative
Gallons per day for designed system size or number of bedrooms as stated in available local health department
information
Inspection shall include any part of the system located more than 5 feet from the primary structure that is a part of the
operations permit
Copy of Operations permit from County Environmental Health Attached
Operations permit not available
System requires a certified subsurface water pollution control system operator pursuant to G.S. 90A-44
Current Operator's Name
Most recent performance, operation and maintenance reports are attached not available
Type of water supply Well Public Water Community Water Spring
Location of Septic Tank and septic tank details:
5 ft from house or structure
ft from well if applicable
ft from water line if applicable and readily visible
45 ft. from property line if said property lines are known
3 ;DI distance from finished grade to top of tank or access riser
NO Access riser(s) yes no Describe NO CdVetea w
NO Tank lids intact yes no
MO Tank has baffle wall yes no Describe condition of baffle wall: Wile sfrtOjC,
yes Inflow to tank is noted as sufficient
NO Inflow to tank is noted as insufficient or blocked
*S Water level in tank is relative to tank outlet
ye S Outlet T is present yes no Describe condition of Outlet T:
NO _Outlet has filter yes no Describe condition of filter:
yes Effluent leaves the outlet yes no
Yes Roots present in tank yes no Describe extent of roots:
Evidence of tank leakage Describe:
NO Evidence of non -permitted connections, such as downspouts or sump pumps
ye5 Connection present from house to tank
ye 5 Connection present from tank to next component
Percentage of solids in tank
Unable to locate tank. System inspection cannot be completed until tank is located
Date tank was last pumped unknown
Client requesting this inspection has been advised that for a complete inspection to be performed the tank needs to be
pumped. Client has declined to have the tank pumped at inspection and hereby acknowledges they have so declined.
Client Signature Date

Does system have pump tank? yes (complete blanks below) no
NO ft from house or structure
Na ft from well or spring if applicable
NO ft from water line if applicable
No ft, from property line if property lines are known
a/o ft from septic tank
00 Distance from finished grade to top of tank or access riser
we Access risers in place yes no
me Describe type of access risers:
Aro Describe condition of tank lids
Location of control panel:
Condition of control panel:
w1O Audible and visible alarms (as applicable) work
NO Pump turns on and effluent is delivered to next component
_ NO Unable to operate pump due to lack of electricity at site at
time of inspection
Dispersal field: Type of system: Conventional Accepted Innovative Experimental Controlled Demonstration
Pretreatment; Type of Pretreatment
Brief Description of System Type pomp made,
ft. from property line if property lines are known
ft from septic/pump tank
# of lines
IS f} length of lines
NU Evidence of past or current surfacing at time of inspection
Briefly describe: Did C. [oy pipe L�r1Ci_
NO Evidence of traffic over the dispersal geld
A/0 Vegetation, grading and drainage noted that may affect the condition of the system or
system components
ye f Effluent is reaching the dispersal field
Conditions present that prevented or hindered the inspection
Adverse conditions present that require repair or subsequent observation or warrants further evaluation by the local
health department. Description of adverse condition:
Consequences ante adverse condition:
Client should contact County Environmental Health and/or a certified on -site wastewater contractor
Other pertinent facts noted during inspection:
Certified Inspector Name: Michael Travis Creech
Company Address: 9000 Kirby Rd. Kenly. NC 27542
Inspector Phone: [phone]
Company Name: Travis Creech Plumbing
Inspector Certification Number: 5045I
Certification Expires: December 31, 2020
No representation, warranties or opinions are hereby given, written or expressed otherwise, as to the future
performance of onsite wastewater system described herein. This onsite wastewater system inspection is a presentation
of system facts in place on date of inspection. f _ r
Date 4-- T 2-1
Inspector Signature:

NCOWCICB Current Version of Rules as of 1/1/16
SECTION .1000 - NC ON -SITE WASTEWATER INSPECTOR STANDARDS OF PRACTICE
21 NCAC 39.1001 DEFINITIONS
As used in this Section
(1) "Automatic safety controls" means devices designed and installed to protect systems and components from
excessively high or low pressures and temperatures, excessive electrical current, loss of water, high water,
fire, freezing, or other unsafe conditions
(2) "Component" means a readily accessible and observable part of an on -site wastewater system
(3) "Cross connection" means any physical connection or arrangement between potable water and the on -site
wastewater system or any other source of contamination.
(4) "Dangerous or adverse situations" means situations that pose a threat of injury to the inspector, or those
situations that require the use of special protective clothing or safety equipment, such as personal protection
equipment.
(5) "Describe" means a written report of a condition found within the system or any observed component of the
inspected system.
(6) "Dismantle" means to take apart or remove any component, device or piece of equipment that is bolted,
screwed, or fastened by other means and that would not be taken apart or removed by a homeowner of
operator m the course of normal household maintenance.
(7) "Enter" means to go into an area to inspect all readily accessible, readily openable, and readily visible
components
(8) "Hydraulic Load Test" means the introduction of water or waste water into a system for the purposes of
mimicking the system's peak flows
(9) "inflow" means extraneous water directly entering a component, such as via a sump pump, foundation drain,
condensate line, or infiltration
(10) "Normal operating controls" means certified operator or homeowner -operated devices.
(11) "Normal wear and tear" means superficial blemishes or defects that do not interfere with the functionality of
the component or system.
(12) "Operate" means to cause systems or equipment to function.
(13) "Readily accessible" means approachable or enterable for inspection without the risk of damage to any
property or alteration of the accessible space, equipment, of opening.
(14) "Readily openable access panel" means a panel provided for homeowner or certified operator maintenance
and operation that has removable or operable fasteners or latch devices in order to be lifted off, swung open,
or otherwise removed for inspection This definition is limited to those wastewater system components not
blocked by stored items, furniture; building components or landscaping.
(15) "Readily visible" means seen by using natural or artificial light without the use of equipment or tools other
than a probe, flashlight or mural
(16) "Roof drainage systems" means gutters, downspouts, leaders, splash blocks, and similar parts used to carry
water off a roof and away from a building
(17) "Shut down" means a condition or conditions wherein a piece of equipment or system cannot be operated by
the device or control that a homeowner should normally use to operate it. if its safety switch or circuit
breaker is in the "off' position, or its fuse is missing or blown, the inspector is not required to reestablish the
circuit for the purpose of operating the equipment or system.
(18) "Structural component" means a wastewater system component that supports non -variable forces or weights
(dead loads) and variable forces or weights (live loads), such as a control panel support, septic tank, D box,
or manifold.
History Note Authority G.S 90A-71. 90A-74'
Eff October 1. 2011

21 NCAC 39.1002 GENERAL REQUIREMENTS
Inspectors shall:
(1) Provide a written contract, signed by the client or client's representative, before the on -site wastewater system
inspection is performed that.
(a) States that the on -site wastewater system inspection is conducted in accordance with Rules 1004, .
1005, and _1006 of this Section; and
(b) Describes what services shall be provided and their cost.
(2) Obtain written permission from the owner or owner's representative to perform the inspection
(3) Inspect readily openable and accessible installed systems and components listed in this Section.
(4) Submit a written report to the client or client representative within 10 business days of the inspection that
(a) Describes those systems and components required to be described in Rules .1005 through .1006 of
this Section;
(b) States which systems and components designated for inspection in this Section have been inspected,
and state any systems or components designated for inspection that were not inspected, and the
reason for not mspecting. Failure to locate the system or components for inspection or "could not
locate" shall not be the same as "not visible." If the system or component is not located, the written
report shall state the failure to locate the system or components for inspection or "could not locate;"
(c) States any systems or components mspected that do not function as intended or harm the wastewater
treatment system,
(d) States whether the condition reported requires repair or subsequent observation, or warrants further
evaluation by the local health department The statements shall describe the component or system
and how the condition is defective, explain the consequences of the condition, and refer the recipient
to the local health department or a certified on -site wastewater contractor, and
(e) States the name. license number, and signature of the certified inspector.
(5) Maintain records for a period of seven years.
History Note.
Authority G.S. 90A-7I, 90A-72, 90A-74,
EY1.October 1, 2011,
AmendedEf January 1. 2015, April 1, 2014
21 NCAC 39.1004 GENERAL EXCLUSIONS
(a) Inspectors shall not be required to report on:
(1) Life expectancy of any component or system,
(2) The causes of the need for a repair,
(3) The methods; materials, and costs of corrections;
(4) The suitability of the property for any specialized uses.
(5) The market value of the property or its marketability;
(6) The advisability or inadvisability of purchase of the property; or
(7) Normal wear and tear to the system.
(b) Inspectors shall not be required to.
(1) Identify property lines:
(2) Offer warranties or guarantees of any kind;
(3) Calculate the strength, adequacy, or efficiency of any system or component;
(4) Operate any system or component that does not respond to normal operating controls;
(5) Move excessive vegetation, structures, personal items, panels, furniture, equipment, snow, ice, or debris that
obstruct access to or visibility of the system and any related components;
(6) Determine the presence or absence of any suspected adverse environmental condition or hazardous
substance. including toxins, carcinogens, noise, and contaminants in the building or in soil, water, and air,
(7) Determine the effectiveness of any system installed to control or remove suspected hazardous substances,
(8) Predict future condition, mcluding failure of components;
(9) Project operating costs of components:
(10) Evaluate acoustical characteristics of any system or component or
(11) Inspect equipment or accessones that are not listed as components to be inspected in this Section
(c) Inspectors and Contractors shall not:
(1) Offer or perform any act or service contrary to Article 5 of G.S. 90A or the Hiles of this Chapter; or
(2) Offer or perform engmeering, architectural, plumbing, electrical, pesticide or any other job function requiring
an occupational license in the jurisdiction where the inspection, installation, or repair is taking place, unless

History Note.
the on -site wastewater system inspector or contractor bolds a valid occupational license in that field, in which
case the inspector or contractor shall inform the client that thc inspector or contractor is so licensed.
Authority G.S. 90A-72; 90A-74;
Eff October 1, 2011;
Amended Eff January 1, 2016.
21 NCAC 39.1005 ON -SITE WASTEWATER SYSTEM COMPONENTS
(a) When inspecting an on -site wastewater system the inspector shall inspect and describe:
(1) Any part of the system located more than five feet from the primary structure that is part of the operations
permit;
(2) Septic tanks;
(3) Pump tanks,
(4) Distribution devices,
(5) Dispersal fields;
(6) Treatment units;
(7) Control panels,
(a) Any other components required as part of on -site wastewater system permit, including drainage; and
(9) Any vegetation and grading with respect only to their effect on the condition of the system or system
components
(b) The inspector shall.
(1) Uncover tank lids and distribution devices so as to gain access, unless blocked as described in Rule _1004(b)
(5) of this Section The distribution box may remam covered if the inspector has an alternate method of
observing its condition;
(2) Probe system components where deterioration is suspected;
(3) Report the methods used to inspect the on -site wastewater system;
(4) Open readily accessible and readily openable components; and
(5) Report signs of abnormal or harmful water entry into or out of the system or components.
The inspector is not required to.
(1) Conduct dosing volume calculations,
(2) Evaluate soil conditions beyond saturation or ponding,
(3) Evaluate for the presence or condition of buried fuel storage tanks;
(4) Evaluate the system for proper sizing, design, or use of propel materials; or
(5) Perform a hydraulic load test on the system.
History Note Authority G.S. 90A-72; 90A-74,
Eff October 1, 2011.
Amended Eff January 1, 2013.
(c)
21 NCAC 39.1006 MINIMUM ON -SITE WASTEWATER SYSTEM INSPECTION
(a) The inspector shall obtain, evaluate, describe, or determme the fallowing during the inspection.
(1) Advertised number of bedrooms as stated in the realtoi Multiple Listing Service information or by a sworn
statement of owner or owner's representative, and
(2) Designed system size (gallons per day or number of bedrooms) as stated in available local health department
information, such as the current operation permit or the current repair permit.
(b) The inspector shall obtain, evaluate, describe, or determine the following during the inspection
(1) Requirement for a certified subsurface water pollution control system operator pursuant to G.S. 90A-44,
current certified operator's name. and most recent performance operation and maintenance reports (if
applicable and available);
(2) Type of water supply, such as well, spring, public water, or community water,
(3) Location of septic tank and septic tank details
(A) Distance from house or other structure;
(B) Distance from well, if applicable,
(C) Distance from water line, if applicable and readily visible;
(D) Distance from property line, if said property lines are known;
(E) Distance from finished grade to top of tank or access riser;
(F) Presence and type of access risers,
(G) Condition of tank lids'.
(H) Condition of tank baffle wall,
(I) Water level m tank relative to tank outlet,
(7) Condition of outlet tee;

(K) Presence and condition of outlet filter, if applicable;
(L) Presence and extent of roots in the tank;
(M) Evidence of tank leakage;
(N) Evidence of inflow non permitted connections, such as from downspouts or sump pumps;
(0) Connection present from house to tank;
(P) Connection present from tank to next component;
(Q) Date tank was last pumped, ifknown; and
(R) Percentage of solids (sludge and scum) m tank;
(4) Location of pump tank and pump tank details.
(A) Distance from house or other structure;
(B) Distance from well or spring, if applicable;
(C) Distance from water line, if applicable;
(D) Distance from property Iine, if said property Imes are known;
(E) Distance from finished grade to top of tank or access riser;
(F) Distance from septic tank;
(0) Presence and type of access risers;
(11) Condition of tank lids,
(I) Location of control panel;
(J) Condition of control panel;
(K) Audible and visible alarms (as applicable) work,
(L) Pump turns on, and effluent is delivered to next component, and
(M) Lack of electricity at time of inspection prevented complete evaluation,
(5) Location of dispersal field and dispersal field details:
(A) Type of dispersal field,
(B) Distance from property line, if said property lines are known;
(C) Distance from septic tank and also pump tank if a pump tank exists;
(D) Number of lines;
(E) Length of lines,
(F) Evidence of past of current surfacing at time of inspection;
(G) Evidence of traffic over the dispersal field;
(11) Vegetation, grading, and drainage with respect only to their effect on the condition of the system or
system components: and
(I) Confirmation that system effluent is reaching the drainfield; and
(6) Conditions that prevented or hindered the inspection or determination of Subparagraph (b)(1) through (b)(5)
of this Rule.
(c) If a client declines to allow a tank to be pumped, the inspection form shall contain the statement:
"Client requesting this inspection has been advised that for a complete inspection to be performed. the tank
needs to be pumped. Client has declined to have the tank pumped at inspection and hereby acknowledges
they have so declined." A space shall be provided for the client signature and date.
(d) The inspector shall not.
(1) Insert any tool. probe, or testing device inside pump system control panels; or
(2) Dismantle any electrical device or control other than to remove the covers of the main and auxiliary control
panels.
History Note. Authority G.S 90A-72, 90A-74
Eff October 1, 2011,
Amended Ef January 1. 2016, .4pril 1 2014

Property Owner Name:
Address:
Phone:
Property Owner Waiver
On -site Wastewater Pre -inspection Contract
Email:
Client is: Owner of Record RealtorLender _ Buyer Seller
Other (Describe)
I Understand the below contractor will be conducting a septic inspection on my property and
pumping the septic tank, I am hereby giving the contractor permission to perform these services on
my property listed above by Travis Creech Plumbing. Contractor will cover up what they dig up,
and put back grass the best as possible. I understand to have any pets or animals contained while
the services is being performed.
Certified Inspector Name• Michael 'Travis Creech
Company Address: 9000 Kirby Rd. Kenly. NC 27542
Inspector Phone: [phone]
Company Name: Travis Creech Plumbing & Septic Inc.
Inspector Certification (umber: 50451
Certification Expires: December31, 2020
The on -site wastewater system inspection, hereinafter referred to as Inspection, shall be performed In accordance with
21 NCAC 39.1004, 21 NCAC 39.1005 and 21 NCAC 39.1006. General Statutes, Rules and Minimum Inspection
Requirements, can be viewed at www.ncowcicb.info
Services provided shall include: Inspection meeting minimum requirements
Pumping of Tank Yes _ No Customer declined to pump tank
Other (Describe)
Property Owner Signature:
Date:

P. 0. Box 129
Morrisville, NC 27560
919-467-1239
MACCONNELL
& ASSOCIATES, P.C.
June 23rd, 2021
501 Cascade Pointe Lane
Suite 103
Raleigh, NC 27513
Fax [phone]
1 (DKL Investment Solutions Authorized Representative) give MacConnell & Associates
authorization to represent myself for application for SURFACE DISCHARGE General Permit
NCG550000 for the property located at 5013 Cheek Rd, Durham, NC 27704.
Print Name
Signature
Date

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Proof of Ownership
Existing Permit
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Book9166 - Page 1 Page 1 of 3
For Registration Sharon A. Davis
Register of Deeds
Durham County, NC
Electronically Recorded
2020 Dec 11 02:13 PM
Book: 9165 Page: 1
NC Rev Stamp: $ 160.00
Instrument Number: 2020054850
DEED
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 160.00
Fee: $ 26.00
Parcel Identifier No. 170011 Verified by County on the day of 20_
By:
Mail/Box to: The Fife Law Firm. PA. 8366 Six Forks Rd.. Ste. 104. Raleieli. NC 27615
This instrument was prepared by: The Fife Law Finn. PA. 8366 Six Forks Rd.,Ste.1 Q4. Raleigh. NC 27615
Brief description for the Index: LOT 1-2 acres.
THIS DEED made this I lth day of December , 20?_0 by and between
GRANTOR
Brian Brown, and spouse
Lay B. Brown
7 gsr{ Iuckilett-n Rr.�
i t i s W e rouffh, .1•7.278
GRANTEE
DKL. Investment Solutions, LLC
453 Big Willow Way
Rolesville, NC 27571
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their hefts, 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 receiptof whichiss hereby acknowledged, has and by
these presents does grant, bargain, sell and convey uato the Grantee in fee simple, all that certain lot, parcel of land or condominium unit
situated in the City of Durham Township, Durham County,
North Carolina and more particularly described as follows:
See attached Exhlbt"A"
The property hereinabove described was acquired by Grantor by instrument recorded in Book 8059 page 894
All or a portion of the property herein conveyed _ includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 1 I page 79 .
Page l of 2
NC Bar Association Form No. 3 A 1976, Revised ®1977, 2002, 2013
Printed by Agreement with the NC Bar Association — I981
Submitted electronically by "The Fife Law Fire, PA"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Durham county Register of Deeds.
This standard farm has been approved by;
North Caroline Bar Association —NC Bar Form No. 3

Book9165 - Page 2 Page 2 of 3
TO HAVE AND TO HOLD the aforesaid Iot 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: other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written_
13r i O`19 f3r1PWit (SEAL)
(Entity Name) Print/Type Name: Brian Brown
By:
CY2ijZ1ktiO.F24,97 ( AO
Print/Type Name & Title: Print/Type erne: l my l3. Brown
By:
Print/Type Name & Tide: Print/Type Name:
By: (SEAL)
Print/Type Name & Title: Print/Type Name:
(SEAL)
State of North Celina - County or City of _Wake
I, the undersigned Notary Public of the County or City of Wake and State aforesaid, certify that
Brian Brown and Loty B. Brown personally appeared before me this day and acknowledged die due
execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial syrup or seal this 1 l th day of
December .2p 2Q
My Commission Expires:
(Affix Seal)
LANCE FIFE
NOTARY PUBLIC
WAKE COUNTY, N.C.
My Commission Expires 12 2023.
ii,,c'!I ee F • 4 4 Notary Public
Notary's Printed or Typed Name
State of North Carolina - County or City of Wake
I, the undersigned Notary Public of the County or City of Wake and State aforesaid, certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this I I tar day of
, 20
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of - County or City of
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
personally came before me this day and acknowledged that
_be is the of , a North Carolina or
corporation/limited liability company/general partnership/limited partnership (strike through the
inapplicable), and that by authority duly given and as the act of such entity, _he signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or seal, this day of , 20 .
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
Page 2of2
NC Bar Association Form No. 3 C 1976, Revised © 1977,200—, 2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association —1981 North Carolina Bar Association — NC Bar Form No. 3

Book9165 - Page 3 Page 3 of 3
BEGINNING at a stake in the Southern line of the Sam Roberson property South
86 degs. East 165.5 feet from the Northeast comer of the MJ. Ecker and Bertha
Ecker property, thence South 86 degs. East along and with the southern line of
Sam Roberson 109 feet to a stake, this being the Northwest corner of the H.G.
Williford land, thence South 4 degs. 30' West along and with the western Tine of
the H.G. Williford land 793.5 feet to a point, said point the corner of Fish Dam
Road, thence from said point North 81 deg. West along and with the center of the
Fish Dam Road 110 feet to a stake in the center of the Fish Dam Road, thence
North 4 deg. 30' East 785.5 feet to the point of beginning containing 2 acres more
or less. For further description of said property see plat as per survey by E.C.
Belvin dated September 6th, 1929, said plat being duly recorded in the office of
the Register of Deeds for Durham county in Plat Book 11 at Page 79.

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DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
arrative
r/zoe
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
General
The site at 5013 Cheek Rd, Durham, North Carolina consists of a 1.67-acre lot with a 3-bedroom
single-family home constructed in 1950. The Durham County Health Department does not have
a permit on file for the current discharge system. The existing septic system currently utilizes a
homemade, unpermitted septic tank with gravity discharge. The owner plans to replace this with
a direct discharge system. The current system failed inspection and the country deemed the
property to have unsuitable soil characteristics, topographical area, and spacing from required
setbacks to engineer another option. Several adjacent properties have been permitted to discharge
treated effluent in the same direction. Eventually, the treated effluent joins Rocky Branch Stream,
just over half a mile away from the closest adjacent property on Cheek Rd.
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 and discharge tank,
E-Z Treat treatment unit, ultraviolet disinfection unit, and the necessary appurtenances. The
system is designed to treat and discharge 360 gallons per day of domestic wastewater. The design
flow of 360 gallons per day is based upon a 3-bedroom house (120 gallons per day per bedroom).
Septic, Recirculation, and Discharge Tanks
The proposed wastewater treatment repair system will provide both anaerobic treatment and solids
removal in a new 1,000-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 and discharge tank system will require at least 1,300 gallons combined
volume 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.
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00 1

Effluent from the ultraviolet disinfection unit will flow by gravity into the discharge chamber. The
treated and disinfected effluent will flow by gravity behind and away from the home before
reaching the drainage ditch. The effluent will flow to an existing unnamed tributary on the back
edge of the adjacent properties on the cul-de-sac, ultimately flowing into Rocky Branch.
Additionally, the adjacent properties have also been previously permitted to use direct discharge
to the same tributary.
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.
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.G. Project No.: A94001.00
2

Project Contacts
Names, addresses, phone and fax numbers of the homeowners and engineer are as follows:
Owner:
DKL Investment Solutions, LLC
Mr. Dana LaBerge, Owner
Mr. Blake J. Anderson, Project Manager
5301 Cheek Rd
Durham NC 27704
Phone: [phone]
Engineer:
Mr. Gary S. MacConnell, PE
MacConnell & Associates, PC
501 Cascade Pointe Lane, Suite 103
Cary NC 27513
Mailing Address:
P.O. Box 129
Morrisville NC 27560
Phone: [phone]
Fax: [phone]
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
3

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Project Specifications
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Specifications
Excavation and Backfilling
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry -out to the greatest extent
possible.
4. Soil materials shall be free of boulders, roots, sod, organic matter, and frozen material.
5. Bedding materials for pre -cast concrete structure installation shall be #57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event that rock is encountered, the Contractor shall remove it at no additional cost to the Owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes, ordinances, and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
pipe and around sides of structures to a depth such that damage to the pipe or structures is
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00 1

avoided because of subsequent methods of compaction. Extreme care shall be exercised in
backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer
of backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry density
as measured by AASHTO method T-99.
11. Remove all waste materials including unacceptable excavated material, trash, and debris and
legally dispose of it off Owner's property. Where settling is measurable or observable at
excavated areas during project warranty period, the Contractor shall remove surface finish, add
backfill material, compact, and replace surface treatment to a quality and appearance matching
adjacent areas of previous work.
Pre -Cast Septic and Recirculation Tank Installation and Testing
1. Septic tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic and
recirculation tanks should be installed on a 12-inch minimum layer of No. 57 washed stone
aggregate.
2. Place bell ends of pre -cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory -made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non -shrink grout as well as
liberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with non -
shrinking grout. Pipe connections shall be made so that the pipe does not project beyond the
inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. Before placing any tank into operation, remove any dropped grout, sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank
shall be smooth and uniform. Smooth -finish inverts so that wastewater flow is confined and
directed through the inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press -Seal Cast -A -Seal 402 rubber connectors or
approved equal.
7. All joints (mid -seam, top -seam) shall be sealed using Concrete Sealants butyl sealant #CS-102
meeting ASTM C-990.
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
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"a.
The baffle wall shall be constructed to peiiuit 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.
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
3

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.
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. Force mains 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) Y2
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.
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
4

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.
UItraviolet 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.
DKL Investment Solutions, LLC
Discharge System with E-Z Treat Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
5

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Design Calculations
71)(3
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

MacConneli & Associates, P.C.
Project: Discharge System with E-Z treatment system
Owner Name: DKL Investment Solutions LLC
Project Number: A94001.00
Location: Durham County, North Carolina
Subject:
Date:
Septic TankfL-Z Treat Filter/Recirculation Tank Design
June 25, 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 (galiens ) Volume (gallons)**
Note:
Input
Calculated
3.0 Rooms Given
120 GPD 15A NCAC 18A .1949
360.0 GPD
0 % 15A NCAC 18A .1949
360.0 GPD
Number of Media Pods
<480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Mode1600 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
V4I.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.
RecirculationlPump Tank Volume = Recirculation Tank(Chamber) Volume + Pump Tank( Chamber) Volume
SEPTIC TANK DESIGN:
Minimum Septic Tank Volume Required:
Septic Tank Volume Provided:
1000.0 Gallons
1000.0 Gallons
Septic Tank storage and effective volume calculations:
Septic Tank Total Void Volume = L * W * D:
Tank length: 8.0 foot
Tank Width: 3.8 foot
Tank Depth; 5.2 foot
Total Vold Volume: 1172.3 Gallons
Septic Tank Effective Volume = L * W* Lowest Invert To Tank Bottom:
Tank length:
Tank Width:
Lowest Invert:
Effective Volume:
8.0 foot
3-8 foot
4 5 foot
1021.0 Gallons
Septic Tank Storage per Bedroom: 340.3 Gallons
Septic Tank Storage/Detention:
2.8 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: 0.5 ADFIPod 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 1
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 C;
Total E-Z Treat Flow per Day: 3376.6 Gallons E-Z Treat Volume/Dose x C
E-Z Treat Re -Circulation Ratio: 9.4 E-Z Treat Flow per Day / A
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: 12.5 GPD/ft; ADF/Surface Area
E-Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings.
Minimum Pump/Re-Circulation Tank Volume Required: 1250.0 Gallons
Minimum Recirculation Tank Volume Available: 1250.0 Gallons
Recirculation Tank Volume Provided: 1300.0 Gallons
Pump/Re-Circulation Tank Volume Provided: 1300.0 Gallons
Pump/Re-circulation Tank storage and effective volume calculations:
Recirculation Tank Total Void Volume = L * W * D:
Tank length: 9.9 foot
Tank Width: 4.9 foot
Tank Depth: 3-8 foot
Total Void Volume: 1350.3 Gallons
Recirculation Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length: 9 9 foot
Tank Width: 4 9 foot
Lowest Invert To Tank Bottom: 3.3 foot
Effective Volume: 1170.3 Gallons
Pump Tank Effective Volume to Pump Off = L * W * Lowest Invert To Pump -Off Elevation:
Tank length: 9 9 foot
Tank Width: 4-9 foot
Lowest Invert To Pump -Off: 1 8 foot
Effective Volume: 630.2 Gallons
Recirculation tank is an all -time -filled storage/pump tank.
Total System Effective Storage = 2191.3 Gallons

MacConnell & Associates, P.C.
Project:
Owner Name:
Project Number:
Location:
Subject:
Date:
Discharge System with E-Z treatment system
DKL Investment Solutions LLC
A94001.00
Durham County, North Catalina
F-Z Treat Treatment Calculations
June 25, 2021
Assumptions And Calculations:
Influent Characteristics:
BOD (5-Day):
TSS:
NH3,
N-Organic:
TKN:
NO3 + NO2:
TN:
Tote[ Coliforms:
Effluent Limits:
Carbonaceous Biochemical Oxygen Demand (CBOD):
Total Suspended Solids (TSS):
Ammonia Nitrogen - NH4-N
Total Nitrogen (TN)
Fecal Coliform:
Septic Tank:
Daman.
BOD Removal:
TSS Removal:
NH3 Removal:
N-Organic Removal:
N-Organic Converted to NH3:
NO3 + NO2 Denitrified:
Total Coliforms Removal:
Septic Tank Effluent Concentrations:
BOD (5-Day):
TSS:
NH3:
N-Organic:
TKN:
NO3 + NO2:
TN:
E. Coliforms:
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. Califonns Removal:
300 mg/l
300 mg/1
25 mg/I
34 mg/l
59 mg/1
1 mg/1
60 mg/l
75,000,000 Number
Notes:
Input
Calculated
From EPA Design Manual
From EPA Design Manual
N-Organic + NH3
TKN + NO3 + NO2
From NSF 350 Approval
<10 Proposed Effluent Limit per 15A NCAC 18A .1970
<10 mg/1 Proposed Effluent Limit per 15A NCAC I8A .1970
<10 mg/1 Proposed Effluent Limit per 15A NCAC 18A .1970
<20 mg/l Proposed Effluent limit per 15A NCAC 18A .1970
<1000 /100 ml Proposed Effluent Limit Geometric Mean per 15A NCAC 18A. .1970
60.0 Percent Given
70.0 Percent Given
0.0 Percent Given
35.0 Percent
50.0 Percent
90.0 Percent
50.0 Percent
120.0 me
90 0 mg/1
42.0 mg/I
17 0 mg/I
59.0 mg/1
1 0 mgll
60 0 mg/l
37,500,000.0 /100 ml
Concentration - Percent Removed
Concentration - Percent Removed
Concentration - Percent Removed + N-Organic Converted to NH3
Concentration - Percent Removed - N-Organic Converted to NH3
N-Organic + NH3
NO3 + NO2 Effluent + Return from Recirc Tank - Denitrified
TKN + NO3 + NO2
Concentration - Percent Removed
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

E-Z Treat/Re-Circ. Tank Effluent Concentrations:
BOD (5-Day): 6.00 mg/I Concentration - Percent Removed
TSS: 4.50 mg/1 Concentration - Percent Removed
NH3: 2.87 mg/l Concentration - Percent Removed + (S.T. Conc. + (N-Organic to NH3) Nitrified)
N-Organic: 0.85 mg/I Concentration -N-Organic Converted to NH3
TKN: 3 72 me N-Organic + NH3
NO3 + NO2: 2.05 mg/1 NO3 + NO2 S.T. Effluent + Nitrified NH3 - Retum to Septic Tank
TN: 5.76 mg/1 TKN + NO3 + NOz
Total Coliforms: 18,750,000.0 /100 ml Concentration - Percent Removed
Ultraviolet Disinfection:
Desien
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 < BODs as CBOD only measures oxidation of carbons.
TSS: 4 50 mg/I Concentration - Percent Removed
NH3: 2 87 mg/1 Concentration - Percent Removed + (S.T. Conc. + (N-Organic to NH3) Nitrified)
N-Org•,mic: 0.85 mg/1 Concentration -N-Organic Converted to NH3
TKN: 3.72 mg/1 N-Organic + NH3
NO3 + NO2: 2.05 me NO3 + NO2 S.T. Effluent + Nitrified NH3 - Retum to Septic Tank
TN: 5.76 mg/I TKN+NO3 +NO2
Total Coliforms: 187.50 /100 ml Concentration - Percent Removed
Fecal Coliforms: c 187.50 /100 ml Fecal Coliforms < Total Coliforms <200 colonies/100m1= Okay

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

Subject: E-Z Treat UV Basin Flotation
Uplift Calculations
Basin Diameter =
Basin Height =
Soil Depth =
Concrete Slab Length =
Concrete Slab Width =
Concrete Slab Thickness =
Determine Upward Forces:
2.50
4.00
3.50
4.00
4.00
0.50
ft.
ft.
ft.
ft.
ft.
ft.
Basin Area = 4.91 sq. ft.
Basin Buried Volume = 17.18 cu. ft.
Concrete Area = 16.00 sq. ft.
Concrete Volume = 8.00 cu. ft.
s
Soil Area Over Concrete = 11.09 sq. ft.
Soil Volume Over Concrete = 38.82 cu. ft.
Total Upward Forces =
Determine Downward Forces:
Concrete Area =
Concrete Volume =
Soil Area Over Concrete =
Soil Volume Over Concrete =
16.00
8.00
11.09
38.82
Assume the folowinq densities:
Concrete =
Water =
Soil =
150
62.4
100
#1cu. Ft.
# 1 cu. Ft.
# I cu. Ft.
Total Buoyant Force of Basin =
1,072 #
Total Buoyant Force of Concrete =
499 #
I
Total Buoyant Force of Soil =
2,422 #
3,994 #
sq. ft.
cu. ft.
sq. ft.
cu. ft.
Total Weight of Concrete =
1,200 #
Total Weight of Soil =
3,882 #
Total Downward Forces =
5,082 #
Factor of safety =
Total Downward 1.27
Total Upward =
1.27 > 1.00 = OK

r.
[Septic Tank (1,000 ST-502)
Basic linens! iQf1S
Lid Thickness (L)
0.33
(feet)
Lid Hole Diameter (H1)
24.00
(inches)
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)
8.88
(feet)
Width of Tank (B)
4.29
(feet)
Height of Tank Excluding Lid (C) - This value includes the
base thickness but excludes the lid thickness.
5.50
(feet)
Depth of Bury (Y) - This measurement extends from the
ground level to the top of the lid.
1.50
(feet)
Wall Thickness (T)
0.25
(feet)
Base Thickness (E)
0.33
(feet)
Distance to Groundwater (GW)
0.00
(feet)
Customizations To Add, allast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
ofC -E.
5.17
(feet)
Add concrete inside the tank to make thicker base?
(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.
0.00
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.

eptic Tank {1,000 ST-502)
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.
5.83
(feet)
Final inside Height of Tank - This measurement is the value
ofC -E -U.
5,17
(feet)
Final Volume of Tank
164.17
(cf)
Final Volume of Tank
1228.11
(gallons)
link Weights
Unit Weight of Water
62.40
(Ib/cf)
Unit Weight of Dry Soil
110.00
(Ib/cf)
Unit Weight of Submerged Soil
47.60
(Ib/cf)
Unit Weight of Saturated Soil
120.00
(Ib/cf)
Unit Weight of Concrete
150.00
_ (lb/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker
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
311
(Ib)
Soil ,and Concrete Weights
Weight of Soil on Lid
2720
(Ib)
Weight of Soil on Lip
0
(Ib)
Weight of Lid Alone
1574
(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.
8371
(Ib)

rSeptic Tank (1,000 ST-502)
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 Colmponefnts
Total Weight of Soil on Tank
2720
(Ib)
Total Weight of Concrete
8371
(Ib)
Total Weight (Tank, Water in Tank, and Soil)
11091
(Ib)
S14hi9 ReSJSta. e
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
16577
(Ib)
Uplift Farce
Uplift Force
13856.31
(Ib)
Safety Factor
1.50
Uplift Force with Safety Factor
20784.46
(Ib)
Additional Ballast Required
NONE
(Ib)

ump Tank (1 ,300 PT 459)
Lid Thickness (L)
0.33
(feet)
Lid Hole Diameter (H1)
24.00
(inches)
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.
{inches)
Length of Tank (A)
10.38
(feet)
Width of Tank (B)
5.38
(feet)
Height of Tank Excluding Lid (C) - This value includes the
base thickness but excludes the lid thickness.
4.08
(feet)
Depth of Bury (Y) - This measurement extends from the
ground level to the top of the lid.
1 50
(feet)
Wall Thickness (T)
0.25
(feet)
Base Thickness (E)
0.33
(feet)
Distance to Groundwater (GW)
(feet)
aV miza ions o a ash
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
ofC -E.
3.75
(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.

ump Tank (1,300 PT 459)
ti.
ummai y o `inaI' easuremen s a er a as milir
ti,nt,amizationa
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.
4.41
(feet)
Final inside Height of Tank - This measurement is the value
ofC -E -U.
3.75
(feet)
Final Volume of Tank
180.69
(cf)
Final Volume of Tank
1351.64
(gallons)
1►-
Unit Weight of Water
62.40
(Ib/cf)
Unit Weight of Dry Soil
110.00
(Ib/cf)
Unit Weight of Submerged Soil
47.60
(Ib/cf)
Unit Weight of Saturated Soil
120.00
(lb/cf)
Unit Weight of Concrete
150.00
Lb/cf)
Carmen" in'TMaal VOTOitterViierghTtrut-to
•
Weight of extra concrete inside tank used to create thicker
base (Weight of extra concrete due to U)
_ 0
(lb)
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
311
(Ib)
$011.0Coicree eights
Weight of Soil on Lid
3982
(Ib)
Weight of Soil on Lip
0
(Ib)
Weight of Lid Alone
2449
(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.
9503
(Ib)
J

Pump Tank (1,300 PT 459)
4:.;
Water Level in Tank - Please note: The value entered must
be Tess than the final inside height of the tank.
0.00
(feet)
Weight of Water in Tank
0
(Ib)
f, !f.:ni--....,:mrarI1` xf f
Total Weight of Soil on Tank
3982
(Ib)
Total Weight of Concrete
9503
(lb)
Total Weight (Tank, Water in Tank, and Soil)
13484
Lb)
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
12905
(Ib)
I
Uplift Force
15357.41
(lb)�
Safety Factor
1.50
Uplift Force with Safety Factor
23036.11
(Ib)
Additional Ballast Required
NONE
(Ib)

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Equipment
_ • SEAL
17G69
14:G ¢ Y
S.Pf:.¢Wo% �tii� s•"w J
a ° ,�qu. ti � , ' `
'%o®P� . MAC f:P,,4pa. 4V4J2Z
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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DAVID BRANTLEY & SONS
37 Pine Ridge Rd
Zeb ion, NC 27597
Office 252-478-3721
Fax [phone]
TnetaleregineLcom
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37 Pim Blip An
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REVISION 1I4
DATE
Aryl 11, 3214
DA1E Apl 11. 2014
Ratio 1
CONTACT.
CCRY RRNTDEY
Redd. 2
RMNILEYTAW NDLI .
1,300 PT 459
Ration 3
NWEr S.k
SHEET MISER
1 of 1

CAST -A- EA L° 402/402F
Submittal Specification
A flexible Pipe-lastslctue coreedor shall be employed in line
eemacflan ofthe esMmy seller pipe to preent alrusiuras. Thecannecdor
abet be CAST-A-SEAL.4040E ae manufactured by Press Seel
Corpambon, Fort Mtge, meters, or approved equal. The confect/ shall
beSara* defiled Acted MID assize ailedble.watertight seal of the pipe
NaThe preoestekuebae. The oonnexeorehell oxuaaliofa nubbergestretawl
an mind take•up dump.
The rubber gasket element Mall be constructed solely of syn-
thetic or natural rubber, and shell meet or armed the physical property
nmstrententsof ASTM C 923.
The 'shoal Odom damp shell be coratruded of Series 300
nm msgnale abbllms shel and Mal utilize re %aide h its enephoc-
tioe The damp shah be betraled hyr toping the amusing screw Wog a
PRODUCT
SPECIFICATION
and SELECTION
blue -aft welsh evaintlefium the connector manufacturer.
Sdedion of the propar'Ldrs connedorfar Ihestructure and pipe
raquiemenl, and Weldon lured, 'Mid be in strict corldormance wth the
movraiendelionscithe connecter Any dead endplpaslus
bcefbledhn comeolaseheiberestrained from movement per ASTid1C923.
The "Fished connadfon shall provide meting to 13 poi OWN -
mum) and shag accommodate deflectionofthe pipe to 7 degrees jmhd-
mien) *Modloss deed
Vacuum seeing shell be oonducted hr Olaf conitemwroe with
AMTM C 1241 prior to hadda Oilier bertha shall be conducted In strict
confennanoa rah the requiterenis of the camedar menvfachaar
CAST-A•SEAL 402
PPE MEE r 1,PEo p RANGE
4rr2 EO 1,27-r(S1-51mn1) 1.6`-2.75'{36-70m n
452.e402F1
4' 1100 mot) 4Z' - 4.r (107 -119,m
414010
CASADAPTER
3'fibnrry 3Z'•3.rprt-elmm0
PRODUCT PERFORMANCE
CAST-R-SSnfA02 402F meets and/or exceeds
a li nequiremetds of ASTM C 923, hxdudng physlcat prop-
erties of materials and performance tasting, including:
• 13 psi minimum k1 straight alignment
• 10 psi at minimum 7•engte
• 10 psi minimum renter shear Toad of
150 lhsdin. pipe diameter
CAST -A -SEAL 402/4U2F OHMS andIor exceeds the
requirements of the following Standards, SpecNNca-
tmns, Codes, and Test Methods:
• ASTM C 923 Standard Spealfication for Ra Co neelors
Between Rehltar ed Concrete Manhole Structres, Pipes,
and Laearals
• MIA C 1044 Standard Speekkallon for Rasalant
%mnackas Seamen RafratreedCcncre a On -Site
h5teter Tanks end Pipes
-AWN CMS Standard Atka terSYorra DivanReakini
ConnegkmaMacon Reinta led Come Seam Sonar
Structurea, Mime and latarser
• A C 1244 Standard last A thod far Canasta Sewer
Menhrles by the Nagai reA Ramey (t►actnarslt Test
• iApmarANSI 21COD Nitrated xar AertrtMiealedSeptic Teaks
• 1APMGYAJ5I Z1001 S1anderch rP arket:Ned Gawky
Grease Itrearaeipiovs
• NAIC.A Best Piacacea Manua/ R1r Roost Laonaete a,-sk
9larste era/ Tanks
NOWRA Modeardir Framework
I
WALL T1r0101101 *
z5"-r (64-160meld
-4A• (04.102 twin
g4h-.C'ia_pasairett
APPk3RAllan
STANDARD
Chard Fsp
. etaguyao
, Use with 4' CAST -A -SEAL
TYPICALMST RE5ULTStar CAS-PA-SEAL4➢k 7f Inin Amu CVat Cala, end mpg
Test
ASTM Test Method
r
Test Requlnsrnergs
TyPcar Rattle
CHEMICAL. RF.S1S-
TArdCE;1N SULFURIC
ACID and IN
HYDROCHLORIC AGM
D b'34, AT 22CC FOR
4e FIRS
140 1NEEIGHT LOSS
NO WEIGHT LOSS
TENSILESTRENGTH
ELORGATION AT
liftrAIX
D 412
D 412
1i00 PSI, MINE.
25D%. MIN,
NO WEIGHT
LOSS
ND WEIGHT
LOSS
2100 PSI
525%
HARDNESS
D 2240 (SFIOREA
DUROMETEIO
is FROM THE
MANUFACTURER'S .2
SPE:CIRED HARDNESS
ACCELERATED
OVENI,ACING
57a, 7et 1nC
FOR YDAYS
DECREASE OF 1S%,
MAX. OF ORIGINAAL.
1EP4sILE STRENGTH, DE
CREASE OF 20%, MAX.
OF ELONGATION
-1314 TENSILE
CHANGE, •147e
ELONGATION
CHANGE
COMPRESSION TEST
D SM. METHOD B.
ATVD'CFOR 22FIRS
DECREASE OF 2511,
MAX. OF ORIGIMALOE-
PLECION
1316
WATER ABSORPTNoN
D 471 e0dEIrSE L•75
BY 2-IN.SPECIMEN
re D15TIM ED WATFJ
AT70CFOR 4allos
INCREASE OF 10%.
MAX. OR ORIGINAL BY
WEIGHT
LSO%
OZONE RESISTANCE
01171
RATING D
LOW -TEMP,
BRITTLE POINT
D 745
NO FRACTURE AT -RFC
PASS
PASS
WAR RESISTANCE
D 224. METHOD B
2121 LBFIIN. PAIN)
450 Lanai.
Naas -Sat Warms se Information Is asxtrala as It Ks paberaaon dale. tnalthtaaon, apacHeatIni a, and pales
ere ell s&aa m change wNtaut notice, Press -Seat Is nor taapmsibte for any Iradvatte,•n errors. Copyright 2012.
Pbrrrp' POP-3 ri-7_425
ALso(240)436-150e
PRESS -SEAL CORPORATION
Pkcte rbegPlanar!CreanI4Werswary
rslN90OL27 piaa i • NdnfBCtsglreco.<dr
Emma: 2616rse-seam
Web: www.press-anti ape

CAST--A-SEAL: 4 0 2/4 0 2 F
What It Is
CAST A -SEAL 4021402F is a watertight
flexible connector that fa 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
4021402F 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.
Miblzilr
ngaer
▪ Simple cast -In design provides flexible
watertight connection.
• Eliminates infiltration end exflltration.
Improves on -site system performance
and minimizes maintenance.
Protects groundwater from unintended
discharges.
- Use in on -site treatment structures, grease
interceptors, manholes, wet wells, pump
and lift simians, stormwater structures, or
any application malting a flexible
watertight connector.
Mach mandrel
to nuistte lean
wad.
CAST -IN BOOT -TYPE
CONNECTOR
for 1-1/4" to 6"PVC Pipe
(32mill -150nen)
How kJ prforrns
CAST-ASEAL 4021402F meets orbs
all requirements of he following Standards,
Codes, Specifications an&br Test Methods:
ASTM C 1227 IAPAAO 21000
ASTM C 1844 IAPMO Z1001
ASTM C 923 NPCA But Practices
ASTM C 1244 NOWRA Modal Code
ASTM C 1478
Smp fore loklWMe To i7earAlorrhpro
OnOgg P onThe MIN
Imam gashed
into c:edrlg
l
Piece gasket
and mandrel in
farm and pour.
Ship farm and
mandrel, leaving
gasket In place.
Mver►g sk t re Weida
or tank, inert plpe and
dabben take-up Gump.
Pree-Sad bedew, aA inronneuen in Macon e n ores yablfowlon dole_ hirom'sdon, apneTinGonw end prices
ow ad subject to charge i ioiu notice. Press -Seel is not respnr>silee for any inadvertent enaS. Copyright 2012.
Phone; 800-348-7325
born (26O) 436-1908
82
PRESS -SEAL CORPORATION
Po2feciiag dot Honors Peen Mho-
APO rrerdeNr3r OISPr er • rSYJarISRrSAonwrWf
Routh a ss-ae Lco
Web: ivtivmpreas-aeal.eom

-‘7,EZset
by INFILTRATOR
FZset 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
O 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" Riser
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)
• 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" Lids (Green or Black)
30- Y 12' Ri Ri
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 Techno!ogies'Techniical Services Department for assistance at 1-800-221-4436

ist175-46EZset
by I MFELTRATOR
126
wALL ClICSNEES
ASSESS
WALL MdeSEAa
,zsTE
.•:uLTHiawESS
SEGUE SCALE 1: e mg
— aIFt-
20" x 6" Riser Cutaway
.121
SECTIONAA
SCALE 1: 4
26471,
24" x 6" Riser Cutaway
1 1,
T
24" x 18" Riser Cutaway
Az Tyr,.
MNU_THIgWBS
i
Riser Specifications
r-- -- or —
ILY
BEOHaNAA
SCALE 1:a
20" x 12" Riser Cutaway
24" x 12" Riser Cutaway
fr' F I7" Rnssr CI ITTTway
•.121
INFILTRATOR WATER TECHNOLOGIES, LAIC t1nNtratpty
Mot ay Irli!ttater UMIIFA WARRANTY
OPS MI YEAR MATERIALS AND W*RM MANSHIP MATTED WARRANTY
re) imited manly M AMendal lo the end war of an FAN by tralmbar dew and Id system and Mho. acconandat.
M Grout system mwfaa$ued by tfitrdor, W n Tasted and operated In aeaarderee sllh MWaor iW*IULUn
ieMtrSon and Ieeal nimialbn try a leased MOW, is warranted to wall asabetdemdtra mend* and wekmarohip
lot one j11 Years 164 81014 . MRoata, PAL at is DARN% 5 tap* the Minna product or lq rgtae lw d&falh a
mdrWs, MBhatotY limy gpe ficay wads. the coot arrmow' endrer ImMIHin of the MN mien.
pl In order in aerdeo Se mama* delis you rantnoldyldlIWor M wiling at Is corporate hardquitters M Old Saybrook
Carnealcal within lean r15 daysa,1he WageddekcL
44 YOUR RICLLINVE REMEDY WIriI RESPECT TO ANY AND ALL LOSSES OR DAMAGES R6ULTNG FROM ANY
CAUSE WHATSOEVER SHALL BE SPEWED NSUSPARMiRAPH(NMOM Nf1i.TFA100 SHALLNNOEVENT BE
LIABLE FOR ANYDOISEDLEMML OR INDEENTAL CRIMES OFANY I. . FIOWEVER00CASIOh®, WHETHER BY
NEGIIGENCECR OTHERWISE, SOME STATES DO MOT ALLOW THE DtCLUSIOV OR LACTATION OF INCIDENTAL OR
CONSEQUENTIAL DAMAGES. SO 1143 MUTATION OR E7dti1SICN RAYNER APPLY TO YOU. THIS WARBIIMY £SVES
YOU SPECIFIC LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH WRY FROM STATE TO STATE
a
fr
. .
INFILTRATOR.
systems Inc.
4 Eltmintan Park Road
A.O_ soot TES
Old Saybrook. OT 064T5
B80-577-7000 • Fax [phone]
140O.221.4436
www.inflltnatarwateaeam
ddD THIS LIMITED WARRANTY IS THE EGLUs1E WARRANTY GIVEN BY INFILTRATOR AND SUPERSEDE ANY LABOR
OOSITRARY A00[RO1Mf- OR t resimilmir REIMESERTATUkb1. WHETHER ORAL OR YAITTEN. INFILTRATOR
DEOLABBS ANG EICLUDFki TOTHE GREATEST EXTENT ALLOWED BY LANAIOTHER WAARANRED, WHETHER
ROW=OR IMPLIED, OR STATUTORY, INCLUDING ANYWARRANTYOF MEAOHANTABERY. FEVESEE FOR A
PARTICULAR PURPOSEANOANY IMPLIED WARRANTIES OTERWIBEAISSidS FROM COURSE MOWING.
COURSE OF PERFORMANCE, OR USAGE OF TRADE. NO PfSSON INCLUDING Alef EMPLOYEE, AGEA7, DEALER OR
REPI£BBVTA71YQ IS AUTHORIZED 70 MAKE ANT REPRESENTATION OR WARRANTY coNCERNsite This PROWILT,
memm1' TO REFER YOU TO TM LASTED WARRANTY. E7=CEFT Aa EXPRESSLY BET FORTH FER9N. THIS WNR larpr
IS NOT WARRANTY OF FUTUREPERFORIANCE, BUT ONLY AWNRRNOYTORFPNR OR FEPLACE
YOU MAY ASSIGN THIS LNTEo WARRANTY TO A SUBSEQUENT PURCHASER OF YOUR HOME.
in NO REFFIESENTATIVE OF INFILTRATOR HAS THE AUTHORITY TO CHANGE En UNWED WARRANTY MANY
MANNER WHATSOEVER. OR TO WEND DO MITE, WARRANTY.
CONDITIONS AND ID:OW :WS
Then boa cabin oardliyns or eppeos ime war with Motor has no control. WWI or amino as ■ maul of awn
oo,dMom or *gown' are rot the nopona0rgl of WItramr and an NOT Covered mist N'a Mormrry: They Sax* Case
lo Meal Om Mei system M suoANca with Intractormor spyioat* regrWay antaramup erguMgnns, NAAS%So
Mat sTMam =V in to the tuatleOMntramto5mlc antl dloiaig o1 ahsm6a0 or WNW matador,,sn1ry a nand E7stl
The above repessrra die Standard L'To0ed Warned? maned byer0Nreir. A WNW numbern1 steam mad caimans ham
ailmentwmanfy raquramal. Any probate, of oe E2m0lyaemshoul canna IrelNdor's Gorman headgwnra in Old
Saybrook OorsloclblA. Petit b 'Oh Wawa rc teed* a dopy 0Ba amicable wenwty. and 01 .41 raraWFy read That
wants' prim lobo purhae el ea E2mt welerrr,
U.S. Patents:4.759.861; 5.017.041; 5.156,488; 5,836.017; 5,4011115p01.458; 5.511,903; 5.71E1ES; 5,51ELT7S; 5,839,1144 Gnadan Patents:1.32B.B5B; 2,004,584 Mar patent pending. Irdlhator.
Equalizer. RWek4, and SideWheler are repfereredlrademaks of Infiltrator WaterTeotpalo>,e. lneetedar is arsgiateredImams* in France. InMeatar Water Tem rrabpks, is ansgiwered trademark In Madoo.
Cantor. McroLsach6,g.Polylil1LChantiteS ester.ML*FiPert.Pa5000.QddrCutOud0Pigy.SnapLuckandStaightLockastrademark&ofInntatorWaterTechnologies.
PoiyL o k Is a sademadc al PdyLok, Inc. TLUF-TTE Is a registered trademark od1NFTTTE. INC. Ultra Feb lea trademark re WE( Ind.
02013 bdltrater Water Teehwloglt, LLC. /W rights raserve5. Printed in U.S.A.
SEFBM Det568f
Contact infiltrator Water Technolagies'Technical Services Department for assistance at 1-800-221-4436.

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$7a-110-717ta pm -east
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Designed after our proven STF-11U effluent filter that currently protects residential septic systems all
over the world, the latest additions to this series of Stem ware designed with more demanding
residential, commercial and industrial systems with larger housings and pre -cast tonics with bu It in
square baffles In mind.
We achieve Prior filtration albs most common soles found in today`s wastewater systems with
our non onn bristle design. This design le much more efficient than uniform 1 slotted designs lifihiCh
OM pass larger more harmful debris Into the system.
The flexible bristles nmke It simple to aatan and service, even in systems with j
limited aceelle. They also hold the filer firmly In pis** with no need for receivers or canisters r
and eliminate Otter float -up.
The filters employs a debris separation space which naturally sorts solids acaordbtg to sire
and mass. This mottoes the filter function more efficiently and greatly increases Its life -span.
It also allows for biological caring which is necessary in al wastewater treatment systems.
The SW-110 series riders 4rse triangular polypropylene
bristles wound togother with a 310 stainless -steel core.
This mines than durable enough to be serviced and
economical enough to be replaced. This provides an
economical solution for protecting and servicing el types
of wastewater systems at a fraction of the cost of inferior
designs.
STF•130 changbig slum Is requited to Brock effluent flow Wale sordeing
without the noted to piny down Me tank
5TF-1W to 4'tanJrary.1.
7bO (eut.e-w y view)
040' nOrr 1p PP (GUJ LINAl! pt.tevi f . ZtF f€as*rst rn r p, sot rarF r r f.w•.
1
tr
1
Far f.tW prowl- tee flan and performance of svastae=watweir sFymtemn hi)
Illinlinliglilli""lifflillitTri°45"- 4 -=, 1 1 .'d0111. r..1--i J.Ifil
8 .-. • • irS Pstentd 6r811,602 irkk

FEATURES
4 Easy. affordable solution for servicing
septic tanks
Designed with non -directional bristles
for unrestricted flow of effluent
+0. Allows biological maturing and
sloughing to maximize septic tank
efficiency
Provides well over 1/ mile of filtration
media with over 319 cu to of open
area to eliminate clogging
4' 2215 sq in. of filtering surface allow
a flow rate of over 1200 GPM filtering
to 1115' diameter
Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface, with
no uniform holes or slots to plug
+ 90 degree handle for easy installation
and removal
+ Adepts to all types of 4" pipe
+ Self-locking bristles hold the filter
iir'rnly in place. eliminating 'filter float up'
+ Flexible design makes it easy to install
in hard to reach places and makes
replacing the filter a breeze
4. Constructed of polypropylene bristles,
wound tither 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 filter usage for a long
fifespan and maximizes circular flow
Order pert Na STF-110
87F 130
CAD detail drawing available in DXF fennel
RELATED PRODUCTS
STF-110-eW page 4
STF-11O-7R page 4
Sri=-110-88 page 4
STF-130 page 14
8TF-4TEE page 14
U.S Patent t8 811.8082
ago
2015
NO S1.ta
PVC PM
siiiMai p
KESS
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saPTP;SEE
• I
PAF
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Toll Free 888-909.3290 Office 231-582-1020 Fox 231-582-1324 Email sin ede rmeway.net Web rwwr-ag- elech-corn

THIRD PARTY VERIFICATION
GARY B. JOHNSON
MICHIGAN # 32831
WISCONSIN # E-25985
MINNESOTA # 41217
SIM/TECH FILTER
NEW STF-110 DISPOSABLE SEPTIC TANK FILTER
THIRD PARTY VERIFICATION
The Disposable Septic Tank Filter is constructed as a twisted -in -wins blush with 26" long
brush body, Y" tip and 2 %" long handle end with 90 degree band. Brush body wi0 have
a nsajor diameter of 4313" for a lath of 9 Si" titanium l4" fiom the 90 degree handle
bend, then will tine ion down to 3 W" diameter o tita neat 2'h" and held. at 3 W'
diameter for the nevi 14".
Them will be a scallop cut into the O.D. in the major diameter begsming 2 %" from the
top, transitiozing down to 3 over the next 2", and then transitioning up to the major
diameter over the next 2".
The stern will be 11-gauge stainless steel and the fill material will be .012 yellow
p PY .
The filter has a total of 2,962 lineal het of hristk equaling 35,544 lineal ink (Whittle.
By calculating the total length x the total peer of Siaech.'s uniquely shaped
bristle, it gives us a filtering surface of 2,215 square niches.
Volume of a 4"au226" Septic Tee 326.7 cubic inches
Volume of the STF-1 I O Filter • 4.265 cubic inches
Volume as open for fluid 322,435 cubic inches

THIRD PARTY VERIFICATION OF FILTRATION ON THE STF 110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test was checking far filtering qualities with pate that could be found in septic tank effluent
• This test used five types of particulate added to a clean tank
• The five types of particulate were hair, seeds, tissue paper, lint, and chain saw chips (see table A below)
• Test tank was riled manually every five minutes while 'informing tests to represent a large influx of
water
• Water was introduced into the test tank at 210 gallons per hour
• Test was run to a 2" head height above outlet flow
• Recorded length of time to achieve a 2" head height (see table B below)
• Recorded what was caught in a 1500 micron sieve during the total run time (see table B below)
• Recorded what was cast in a 600 micaan sieve below the 1500 micron sieve during total run time (see
table B below)
• Recorded particulate caught vie filter 15 minutes after ending test using
recommended instructions (see table B below)
• Recorded particulate removed with filters themselves (all filters were removed slowly) (see table B
below)
• Ali particulate was recorded in grams using a OHAUS Scout 11 Scale (Serial #B]380398) with capacity
400 times 0.18 (purchased acne 1 in 7/01)
TABLE A
Grams
Homan heir
2
Hams hair
2
Dog hair
1
Cat her
1
Tomato seeds
2
.'
Pepper seeds
2
Cucumber seeds
2
DM seeds
2
Chemin time paper
2
Scott tissue paper
2
Nedhcsu there paper
2
,
Lunt
2
Craw chips
_ 4
,
TABLE B
SiJTede
Tuff -The
' Zabel
Zoeller
Time to achieve 2') head heist _
11rr. 40 min
7 min.
b min.
• 2 hrs.
Particulate ca ht ha ISM etkirell sieve
0
0
0
- 0
Pardeolate caught in 600 micron slim
0
0.2
0.3
12
Particulate caught while
0
03
0
0
Pate contained wiatbin or on filter itself
15.0
63
2.2
2.3
*Ended test at 2 how's, total head height was at i V" -
Note: All filters except Sim/Tech caught seeds in 1500 micron sieve but was not recordable in 1/10g scale

THIRD PARTY VERIFICATION OF FLAW RATES ON THE STF 110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test done with clean water and no particulate
• Filters placed in a standard outlet tee of S & D type with a 17" tailpiece to outlet level
• Tcst tank was a plastic 55 gallon drum
• There was an accvuate method to measure head height above outlet level
• Test was done for a h/s" and 1" head height above outlet level
• All filters tested ushig the above cow
FILTER FLOW RATES
J
Sim/Tech
tuff-T ite
Zabel
Zoeller
3 " head height above outlet flow
1, 800 GPD
1, 440 GPD
1,195 GPD
900 GPD
1" head height above outlet flow
5, 040 GPD
4, 680 GPD
4, 858 GPD
1, 800 GPD

It is my opinion that the Sim/Tech filter will prove to be a superior aspic tank filter
because of Xs basic design; bristles to catch any `paper like" debris on the outside sud ce
( guided there because oldie bristles bending at the ends under prawn of the flow ).
A dead zone near the censer to collect small particles as they fall out of the Sow. Plus the
• - . Viable water paths thn ugh; and around, the filter fibers.
Cary B. Johnson PM.
363 Silver Creek Rd
Petoskey, Mr 49770

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 & LokTM
Extend & Lok
Easily installs
into existing tanks.
6"
Filtration Slots
800 GPD J
Fits Any Tee
On The Market
Gasket Prevents
Bypass
Accepts 3" & 4"
(SCHD 40 dr
SDR 35 Pipe)
16"&1S"
Available
Deflector Gas
Deflector
Spacer Bushing
4" SCHD40
to SDR 35
Accepts 3/4" PVC
f Extension Handle
IL. •
Spacer Bushing
4" SCHD 40
to lltlmm Pipe
68 Linear Ft. of
1/16" Filtration
Slots
Easy Installation
Filter Locks in Any
36cr Position
Filter
Concrete
Baffle
•
2" Extender
Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 8.77.765.9565 Fax: [phone] www.polylok.com

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The Pudic Health and Safety Organization
NSF Product and Service Listings
These NSF Official listings are currant as of Wednesday, April 06, aoi6 at 12:15 a.m. Eastern Time. Please
TTSP International to confirm the status of any fisting, report errors, or make suggestions.
Alert: NSF is eoocerned about fraudulent downloading and manipulation of website text. Always confirm this information
by clicking on the below liak for the most accurate information: jattp:/Iinfo.nsf orgl ified/Wastowateraktingustp?
$tandard=oift&Conigany.7o58
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
3 Fairfield Boulevard
Wallingford, CJ' 06492
United States
8fl-765-9565
203-265-6340
Facility : Cheshire, CT
Septic Tank Effluent Ptlters[r]
PL-i22 PL-25o
PL-52,5
Plr625 PL-68
[i] Performance tested using bead size 0.330 cm ± 0.005 ran (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility : Evansville, IN
Septic Tank Effluent Filter Componants[1j
AIM-12x2o Ata1-12x28 A101-12x36 Aiox-Sxi8 A101-8x26
A101-8x32 A1801-4xl8I4] A1801 gx22[4] [5] A301-12220 A301-12x28
A3a1-12x36 l ai-8xx8 A301-8x26 A301-8x32
[1] Sept`.c Tank Effluent Filter Components are exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

[4] Filter cartridges Certified in ABS and PVC materials.
[5] Failure sensing and signaling equipment of this product not evaluated by NSF
Septic Tank Sfflueot 1+ilterersj [3]
A1Oo-22x2o
Aioo-8x18-VC
A1800-4x18-Vr-B4O
A1800-4z22-VT B4O
A30O-12x20/BALL
A300-8x32-VC
A600-8xi9-VC
Moo-12x20-VC Moo-12.N2O/BAT.].
Aloo-8x26-VC Moo-8a 2-VC
A1800-4xt8-V17 B35 MBoo-4x18 VTF-B4o
A1800-022-VW-B35A1800-032-VTia Boo
AgOo-12x28-VC A300-12x36-VC
A+600-12x,2a A6do-12x2o/BALL
Ab0o-8x26-VC A6430-14,32-VC
AI00-10028 VC A1oa-izu36-VC
A1Sa0-gxi8 3oi42-68A1800-gx1B-VT-B35
AlSoo-4x22-30142-681u8on-022-VT-B3,5
A3oo-12xa0 A3oo-l2X20-VC
A.3oo-8xi8--VC A3Oo-8x26-VC
A600-12x28 V+C A600-i2x 6-VC
[2] Suffix VC denotes a filter cartridge with Versa -Case assembly.
[3] Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002") Meets the full
requirements of NSF/ANSI 46-2010,
NOTE: All filters come Smartfilter ready.
Number of matching Manufacturers is i
Number of matching Products is 52
Preecasing time was o seconds

0.1 Toll Free: 888-999-3290 , I" ,
Bristle Filter Instructions
For STF-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.
1
Installed Filter
Recommended maintenance schedule
For maximum protection, it is recommended that the filter be replaced annually. If not, it should be inspected
at least once per year. The filter is capable of lasting three years under normal conditions. Such factors as
garbage disposals, pets, laundry, etc. may cause the need for more frequent inspection or service.
Instructions for performing maintenance in standard 4" outlet "Tee" of septic tank.
• Before removing filter, one of two options must be performed. These options
need to be performed to prevent any outflow of unfiltered effluent from the
tank while the filter is removed.
Option 1
Insert a STF 130 maintenance sleeve (sold separately) with the handle
coupling on the same side of the "Tee" as the outlet hole. Push the sleeve
into the "Tee" until the handle coupling hits the top of the "Tee". Do not
remove the sleeve until a filter has been put hack in the "Tee".
Option 2
Have the tank pumped down by a professional septic service company.
▪ After performing one of the options above, remove filter by pulling up on the
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 1), remove the sleeve from the outlet
Sleeve "Tee".
Maintenance
Sleeve partially
inserted into
"Tee"
U.S. Patent #
6,811,692

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 -08 -2911; Fax: [phone]
Contact: Carl Perry, President
Michael Stidham, Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: April 24, 2015
June 15, 2015
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:
I. General
A. Scope of this Innovative Approval
1. Design, installation, use, and operation and maintenance guidelines for E-Z Treat
Pretreatment systems to meet TS-I and TS-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
(BODS, 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).
II. 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 drainfields shall be sited and sized in accordance
with Rule .1970 for TS-I and TS-II systems. Drip irrigation systems used with E-Z Treat
Pretreatment systems shall be sited and sized in accordance with the manufacturer specific drip
approval. The E-Z Treat Pretreatment systems and associated drainfields shall meet all applicable
horizontal setback requirements and be located to prevent surface/subsurface water inflow/infiltration.
IV. System Sizing
The system sizing criteria shall be based upon the Iong term acceptance rate specified in the
appropriate portion of the rules or the Innovative and Experimental system approval for the type of
ground absorption system to be used.
V. Special Site Evaluation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific drip approvals and Rule .1970(p).
VI. Design Criteria
A. The E-Z Treat Pretreatment system shall be designed in accordance with the following criteria.
1. All tanks, septic, recirculation, and dosing, must be approved by the Department and E-Z
Treat Company specifically for use with the E-Z Treat Pretreatment system.
2. The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a

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
— design daily flow
**Recirculation/pump tank minimum size based on total internal tank volume.
4. Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E-Z Treat Company for use with the E-Z
Treat.
5. The minimum required volume in the recirculation chamber/tank prior to discharge to the
dosing tank/chamber shall be the design daily flow.
6. The recirculation tank/chamber will contain the recirculating splitter valve or an external
splitter box may be used. The recirculation tank/chamber shall have an inlet sanitary tee.
The sanitary tee shall be visible and reachable from the riser opening to serve as the influent
sampling point.
7. When the recirculation tank and dosing tank are combined, the baffle wall between chambers
shall extend to the top of the tank and shall be constructed so that the liquid levels in either
compartment are independent. Liquids will not by-pass between compartments except as
designated by the system's treatment flow path.
8. The final dosing tank must meet the minimum size requirements of Rule .1952(c)(1). For
drip irrigation systems, the requirements of the manufacturer specific drip approval for dosing
tanks shall also be met.
9. A drainback configuration without a pump check valve is required for the force main
supplying the media pod.
10. Recirculation pump shall be either Sta-Rite Model number STEP 20 or manufacturer
approved equal.
11. The E-Z Treat media pod is constructed of a polymer suitable for use in contact with
wastewater. The Model 600 pod is approximately 7 ft 4 inches x 4 ft with a surface area
approximately of 30 square feet and is 42 inches in depth. The pod is fitted with a
weatherproof cover properly secured. The pod is designed and constructed to create channels
down the sidewalls to facilitate air flow. The sidewall channels provide airspace to the
bottom of the pod. The bottom of the vessel is designed to provide total drainage of the
treated effluent back to the recirculation tank/chamber.

IWWS-2015-03-R2
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 be provided. The E-Z Treat systems will utilize a
device for the recording of measurements of daily water flows. The device shall provide a
means for determining at least the daily, 7-day, and 30-day flow monitoring requirements of
Rule .1970. This information will be stored in the data logger for drip irrigation systems
(provided by the manufacturer of the drip irrigation control panel). For pressure manifold and
LPP systems, the Aquaworx control panel or manufacturer approved equal shall be used. The
operator in responsible charge (ORC) of the system authorized in writing by E-Z Treat
Company must be able to access the panel directly on site and shall be available to the LHD
with 24-hour notice in the event a direct connection is necessary.
18. The UV disinfection system shall be rated for the appropriate discharge rate from the E-Z
Treat pod. The UV disinfection system will be one of the following:
a. E-Z Set UV-1000S (single bulb);
b. E-Z Set UV-1000 (dual alternating bulbs); or
c. Other UV systems specifically approved by the Department and E-Z Treat Company.
19. All access riser hatches shall be secured by approved tamper -resistant hardware approved by
the manufacturer or by other means approved by the manufacturer as equal. Riser
construction, attachment to tanks and security systems shall be pre -approved by the
Department and E-Z Treat Company in accordance with the E-Z Treat specific approvals for
the septic tanks and pump tanks, as applicable.
20. Buoyancy calculations shall be completed by a NC Professional Engineer if any parts of the
tanks, pods, or other system components are installed in a seasonal high water table.
Additional ballast may be required.
21. Influent samples shall be taken from the inlet sanitary tee into the recirculation tank. Effluent
samples shall be taken from the final pump doing tank or a spigot or sampling port that is
placed on the force main from the fmal 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.

IWWS-2015-03-R2
January 6, 2017
Page 5 of 10
VII. Installation and Testing
A. A preconstruction conference shall be required to be attended by the designer authorized in
writing by E-Z Treat Company, engineer (if applicable), installer authorized in writing by E-Z
Treat Company, and LHD prior to beginning construction of the E-Z Treat Pretreatment system.
B. All E-Z Treat Pretreatment systems shall be installed according to directions provided by E-Z
Treat Company. Additionally, all E-Z Treat Pretreatment systems and components used with, but
not manufactured by E-Z Treat Company shall be installed in accordance with all applicable
regulations and manufacturer instructions.
C. All individuals/companies installing E-Z Treat Pretreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of a new or repair installation. The
company/individual must be a Level IV installer and authorized in writing by E-Z Treat
Company.
D. Watertightness of the tanks shall be tested by either of the following protocols: 24-hour
hydrostatic test or a vacuum test.
1. Hydrostatic 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 1/2-inch or less or one percent of the liquid tank capacity, the
tank passes the leak test.
g. If the water level change is greater than 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 shall be
measured during start-up and set to be in accordance with the system design with start-up settings
recorded.
Victor D'Amato and Ishwar Devkota, Development of Prefabricated Septic and Pump Tank Construction and Installation Standards for North
Carolina.
2 National Precast Concrete Association, Best Practices Manual Precast Concrete On -Site Wastewater Tanks, Second Edition, October 2005, 24.
3 National Precast Concrete Association, Best Practices Manual Precast Concrete On -Site 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 time clock settings.
4. Pressure head on the E-Z Treat pod wastewater distribution system.
5. Return flow to the septic tank set per design and recorded, when applicable.
6. Riser hatches have tamperproof bolts, and/or riser lock ring.
VIII. Operation, Maintenance, Monitoring, and Reporting
A. E-Z Treat Pretreatment systems shall be classified, at a minimum, as a Type Va system in
accordance with Table V(a) of Rule .1961(b). Management and inspection shall be in accordance
with Rules .1961 and .1970.
B. All E-Z Treat Pretreatment systems require an operation and maintenance agreement between the
system owner and E-Z Treat Company, Inc., its authorized representative, or with an operator
authorized in writing by E-Z Treat Company as per Rule .1970. The system shall be inspected
according to Rule .1961 by a certified subsurface operator authorized in writing by E-Z Treat
Company according. The ORC shall be either an employee of E-Z Treat Company or authorized
in writing by E-Z Treat Company to operate and maintain the system. The operator authorized in
writing by E-Z Treat Company must have proper equipment and training to access and program
the control panels on site.
C. All E-Z Treat Pretreatment systems shall be operated and maintained according to the latest
version of E-Z Treat Company's O&M manual.
D. At each E-Z Treat Pretreatment system inspection the ORC authorized in writing by E-Z Treat
Company shall, at a minimum, observe, monitor, and record the following:
1. Wastewater level in all the tanks.
2. Sludge, scum, and grease levels in all the tanks.
3. Clogging of effluent filter.
4. Watertightness of tanks, risers, and pipe penetrations at the tanks.
5. Operation of pumps, floats, valves, electrical controls, and alarms.
6. Drainfield pump delivery rate (drawdown test), determination of the average pump run time,
and drainfield dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent, insect infestations, vegetative growth over the drainfield, or surfacing of effluent on
the drainfield area.
8. Sample of E-Z Treat Pretreatment system effluent collected from the sampling point to check
for effluent clarity and odor and a sample of influent, as required.

1WWS-2015-03-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
1. All sampling shall be done in accordance with Rule .1970(n)(3) and (5). E-Z Treat systems
shall be sampled annually (semi-annually for systems with a design flow of 1,501 to 3,000
gpd).
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 located between the septic tank and
recirculation tank/chamber.
7. Adjustments in the monitoring schedule and number of parameters sampled may be proposed
by E-Z Treat Company and approved by the Department pursuant to Rule .1970(n)(3)(B) or
(C).
G. Notification and Performance of Maintenance and Repairs
1. The ORC authorized in writing by E-Z Treat Company shall alert E-Z Treat Company, the
LHD, and the system owner within 48 hours of needed maintenance or repair activities
including but not limited to landscaping, tank sealing, tank pumping, pipe or control system
repairs, media replacement, and/or adjustments to any other system component.
2. System troubleshooting and needed maintenance shall be provided to maintain the pump
delivery rate and average pump run time within 25% of initial measurements conducted
during system startup. The ORC authorized in writing by E-Z Treat Company shall notify
the system owner, E-Z Treat Company, and the LHD whenever the pump delivery rate
efficiency or average pump ran times are not within 25% of initial measurements conducted
prior to system start-up.
3. The septic tank will be pumped as needed upon recommendation of the ORC authorized in
writing by E-Z Treat Company and in accordance with the E-Z Treat Pretreatment system
operation and maintenance instructions. However, at a minimum, the septic tank will be
pumped whenever the solids level exceeds 25% of the tank's total liquid working capacity or
the scum layer is more than four inches thick.
4. The tanks shall be pumped by a properly permitted septage management firm, and the septage
handled in accordance with 15A NCAC 13B .0800.
5. The ORC authorized in writing by E-Z Treat Company shall notify the LHD, E-Z Treat

IWWS-2015-03-R2
January 6, 2017
Page S 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, LIB, and E-Z
Treat Company.
H. Reporting
1. The ORC authorized in writing by E-Z Treat Company shall provide a completed written
report to the system owner, E-Z Treat Company, and the LHD within 30 days of each
inspection. At a minimum this report shall specify:
a. The date and time of inspection,
b. System operating conditions according to Section VII.D, VILE, and VII.F.
c. Results from any laboratory analysis of any influent and effluent samples,
d. Maintenance activities performed since the Iast inspection report,
e. An assessment of overall system performance,
f. A list of any improvements or maintenance needed,
g. A determination of whether the system is malfunctioning, and the specific nature of the
malfunction,
h. Any changes made in system settings, based on recommendations of the manufacturer,
and
i. A summary report of data retrieved from the control panel verifying actual daily, 7-day,
and 30-day flows, flow variances, and other operating conditions.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of an E-Z Treat Pretreatment system at a site, the owner or owner's agent
shall file an application at the LHD for the proposed use of this system. After the LHD conducts a
soil and site evaluation, the LHD may issue an Improvement Permit or Authorization to Construct
or amend a previously issued Authorization to Construct allowing for the use of a E-Z Treat
Pretreatment system.
B. The Improvement Permit and Authorization to Construct shall contain all conditions the site
approval is based upon, including the proposed used of the Innovative system. The Operation
Permit will include all conditions specified in the Improvement Permit and the Authorization to
Construct.
C. When a special site evaluation is required pursuant to Rule .1970(p)(1) or a drip approval, as
applicable, an evaluation and written, sealed report from a Licensed Soil Scientist regarding the
site shall be provided to the LHD. The report shall contain the information as specified in Rule
.1970(p)(2) and "Requirements for Submittals of Soil Reports and Pretreatment and/or Dispersal
System Designs". The LHD may request the assistance of their Regional Soil Scientist in
evaluating this report prior to permit issuance.
D. The E-Z Treat Pretreatment system shall be designed by one of the following: a designer
authorized in writing by E-Z Treat Company or a North Carolina Professional Engineer. Systems
over 1,000 gallons per day, or as otherwise required for drip irrigation systems, shall be designed
by a North Carolina Professional Engineer.
E. Prior to issuance of an Authorization to Construct for an E-Z Treat Pretreatment system, a design
submittal prepared by a designer authorized in writing by E-Z Treat Company or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD. The

IWWS-2015-03-R2
January 6, 2017
Page 9 of 10
design submittal shall include the information required in "Requirements for Submittals of Soil
Reports and Pretreatment and/or Dispersal System Designs".
F. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also, at the request of the LHD, a Regional Engineer will review the design.
G. The designer authorized in writing by E-Z Treat Company shall certify in writing that the E-Z
Treat Pretreatment system was installed in accordance with the approved design prior to
Operation Permit issuance.
H. A North Carolina Professional Engineer shall certify in writing that a system designed by an
engineer was installed in accordance with the approved plans and specifications prior to
Operation Permit issuance.
I. For sites required to be evaluated by a Licensed Soil 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. All necessary legal documents have been completed, including the contract between the
system owner and the ORC authorized in writing by E-Z Treat Company.
K. On an annual basis, E-Z Treat Company shall provide a report to the On -Site Water Protection
Branch including the number and location of new system installations during the previous year,
and effluent data and operator reports for each operational E-Z Treat Pretreatment system
installed in North Carolina under this Innovative Approval. Effluent data should be compiled and
submitted electronically. If available, a web -based system for data posting of laboratory results
should be utilized. These reports shall provide information to the Department based upon the
monitoring data and observations made from the Innovative systems installed pursuant to this
Approval. This should include an assessment of system performance in relation to the established
treatment performance standards; an assessment of physical and chemical properties of the
materials used to construct the system, in terms of strength, durability, and chemical resistance to
loads and conditions experienced, recommended areas of applicability for the system; and any
conditions and limitations related to the use of the system. The report shall also include an
updated list of authorized designers, installers, and ORCs.
X. Repair of Systems

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

1P)
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NSF International
OFFICIAL LISTING
NSF International csrtitiee that the graduate appearing on thin Listing conform to the regairema,te of
NSF/il1BI Standard 2eS - Wastewater Treatment Syeteme - Nitrogen Reduction
This is the Official Dating recorded on December 39, 2015.
8-0 Treat
P.O. Sox 175
Baymitrk t, VA 20618
703-753-4770
PeciliLy, 2naky llennt, We
Meted
Capacity
Nodal Maher 0a11Da/Day
1600 Gan
11200 3700
BQtc: Additions ehall not be made to this docueent without prior evaluation and acceptance by bier International.
1 of 1
789I4. Dixbnro Maui. Ann Arbor. Miohigon dd I05-9723 USA
1-800-NSF-MMKI734-769. 0 0
wwmostorg
C0173848

NSF International
OFFICIAL LISTING
a8F Xttternationa1 Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI Standard 350 - Ousite Reeldential and Commercial Slater Revse Treatment Systems
This is the Official Listing recorded on December 16, 2015,
8-8 'Treat
P.O. goy 376
Haymarket, VA 20610
703-753.4770
Facility: Reeky 'boat. 11C
Staled
Nodal Sumner
Capacity
Sallens%Lag elassifloation Type
4600 WOO Class R Wastewater
1200 1200 Cases A Rasteweter
NOTE: Class R Single family residential dwellings
Nate: Additions shall not be nada to this document without prier evaluatirn and dr.rnRcoer by NRP
1 of 1
78914. Aixbaro Road. Ann Arbor, Miabigas 43105-9723 USA
I-BOO-NSF-MARX / 734-759-SO10
wwwidEarg
:mI .tant11_iaxi,
CO113248

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.

l'li4 #-ZTroAi' y i I#sSt&-tir le..tt.En4 a1inr tutlafit ural Li .lfl1^ 1i a rr1,,v,31ji
t li.'1`fjrrr� C�rie#ti,Tci I}i..iri f1��[i.yif SlrF�{ s �iii.
tl l,�r a; } � S J:r T14'.�ilwir,l Cl� irl;ci i I�ti'r}I Tf' .C'S3 1 ]-�. rr,r 7 o. 0pc9 I rr'= ��n ;;irx-r.:[ = f1 7.i• of
nYyll;.)r• F1fr4J 1!'S4- i. -[1ti411 r1i .64 m'.litl+! i -Z I i Offer}.17isYll?I[ itii�'IIi Ur �11r17 CI�U %::{tor
.r.e8'ri_l.rrl irj 4•:}rrrgiu.irty., Err.Gtti �1rtr?r r+tS -T •iIit it1?x i 1tar��+[i1I'If ' .,Iti r x.'L -
Applications
Residential
Commercial or community
Intermittent or seasonal use
Space constrained sites
'farsft climates
Witrogen sensitive areas
Water Reuse
E-ram
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
- Allows free air flow
Requires no media cleaning
Call. 703.753.4770 or visit' eztreat.net
el2017 E-ZTreat

E .gin er..• .g & Technical Specifications
Pre -assembled Pod
Flexible configurations
Muttiple sizes available
Lightweight pods
Non -clog media
High level denitr1fication
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 biofllm 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. 1 he 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 drainfeld or into a pump
chamber for dosing LPP. drip
irrigation. or other pressurized
drainfleids. Effluent is suitable
for reuse. UV disinfection may
be required.
NSF Testing Performance Summary
Parameters Eiiluant, Avg.
k emu•
4114
f,ldl�:� rr�.LLi+ .
Fre'4L.�. INt s! L r .11._'111"114"
!- ' :frrd
r x
Call. 703.753.4770 or visit. eztreat.net gli2Dt7 E-Z Treat

Standard Model Package:
Item Description
1 S' EP-20 Re -circulation Pump. 1/2 HP
2 Float By -Pass Valve
3 Control Panel
4 Styrene Media
*Septic tank effluent filter issupplled by others
E1
Model 608
13
4
oir
Please Note: pump is changed to
STEP -SD 1/2 hp by E-Z Treat
See pump curve and trldion/TDH
calculations attached in this section.

Re -Circulating Synthetic Filter
installation
or
Inspection Checklist
101E)
Models bearing the NSF mark are certified Class 1
to one or more of the following standards:
NSFIANS14o
NSF/ANSI14S
NSF/ANSI35a
P2O17 E-Z Treat Z-2017

Installation or Inspection Checklist
Pre -construction Meeting
❑ Pre -construction meeting held?
Personnel present at pre -construction meeting (check all that apply):
I .. Owner
❑ Builder
7 Engineer or Designer
❑ Regulator
I Installer
Service Provider
Septic Tank
❑ Septic tank sized per code or certification criteria?
❑ Is septic tank installed per manufacturer's requirements?
❑ Does septic tank, riser(s), and access cover(s) meet applicable structural standards?
❑ 1/16n 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 Tank
Re -circulation tank sized per code or certification criteria?
Is re -circulation tank installed per manufacturers requirements?
I Does re -circulation tank, riser(s), and access cover(s) meet applicable structural standards?
Is re -circulation tank accessible?
Ll Are re -circulation tank, risers, and access covers watertight?
I I 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?
PUrni
U Is pump installed per manufacturer's requirements and code?
Is pump accessible and removable?
1J Is quick disconnect method (union, camiock, or pitless adapter) installed? (Don't install a check valve!)
I is 1/8" drainage and anti -siphon hole drilled in the PVC pump supply pipe just above the discharge
end of the pump?
❑ Is pump installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors and the conduit sealed -off)
Call: 703.753.4770 or visit: eztreat.net G2017 E-Z Treat i

Installation or inspection Checklist
Force lain
I_1 Is force main been installed with pressure rated fittings/pipe and per code?
.L.i Are PVC fittings and pipe cleaned, primed, and glued properly?
r Is the force main sized according to manufacturer's recommendations?
0 is force main watertight?
I is the force main installed to allow for drain -back to prevent freezing of piping, if applicable?
E-Z Treat Pod
L_ Stone pad size large enough for pod to set on (6'W x 9'F_ x 4'H)?
❑ Stone pad depth sufficient and leveled for pod to drain towards 4" outlet?
T Is pod leveled and sloped 1" toward the bottom outlet drain?
L. 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 manufacturers recommendations?
F Is retum line watertight?
❑ Pod lid secured and cleaned off?
Soil Grading Around Pao
❑ Is area covered with suitable topsoil (free from large stones or sharp objects) around the pod?
O Is suitable topsoil packed around pod?
L, 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?
Cantrrrt PFInel :,rid �I rtCic
Check all that apply:
Type of timer: [] Analog ❑ Digital
Elapsed Time Meter: ❑ Yes No
Cycle Counter; Yes No
Panel heater: 0 Yes No
❑ is control panel Installed per manufacturers 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)
LI Is power connected per code?
(type, gauge and length of wire, and the conduit sealed -oft)
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 02017 E-T Treat 7

TREAT
Re -Circulating Synthetic Filter
Design Guide
and
Installation Manual
Models bearing the NSF mark are certified Gass I
to Ohs or more ofthe Wowing standards;
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
02017 E-Z Treat 2-2017

Design Guide and Installation Manua
TABLE OF CONTENTS
1.0 Treatment Process Overview t
2.0 Design 1
2.1 Re -circulation Tank Sizing 1
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 By -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

Design Guide and Installation Manua
1.0 Treatment Process Overview
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
Many types of media are
used in packed bed filters.
Washed, graded sand
was the most common.
Other granular media
used include crushed
glass, garnet, anthracite,
plastic, expanded clay,
expanded shale, open -cell
foam, extruded poly-
styrene, and bottom ash
from coal-fired power
plants.
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
fritT rni
M4q+li Col
1il ��rllr 4!'1a rllti.
1.10�,'.
300 j 1 1
400 1
500 1
600 i 1
700
800
900 I 1
1000
1100
1200
1300
1 1400 i
Notes:
1. Tank sizing are not exact and may vary (4, or - 10%) based on availability of locally
produced tanks.
2. For seasonal or intermittent use applications. please contact us for design guidance.
750
750
900
900
1000
1000
1500
1500
1500
2000
2000
2000
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1
1
1
2
2
2
2
2
2
2
2.1 Re -circulation Tank 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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Design Guide and Installation Manua!
2.2 Filter Performance
When treating domestic strength sewage
(300 mg/I BOD5 or Tess) up to the design flows
and loads, a properly maintained E-Z Treat
Re -circulating Synthetic Filter will typically
perform better than the 30-day average
requirements of NSF Standard 40 Class 1
(25 mg/1 CBOD5 and 30 mg/I TSS).
Reductions in the CBODS 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 Ts 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-filtration. 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 partide size,
even distribution of effluent over the media,
and piping design that optimize treatment
within the system.
Table 2
NSF Testing Performance Summary
•
4Pararnefe2.
BON
,TSS
iDo
Turlgr&ty
Ecoli"
pH
Total Nitrogen Reduction
_ , , . rC eft.
2mgR
2 mgil
3,3 molt
2 NTU
2 MPNVllOOml
6.8-7.5
64%
*with optional UV disinfection
2.4 E-Z Treat Loading Rates
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 BOD. Model 1200
can be continuously loaded at 1400 GPD and
4 Ib 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.
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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
L
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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:
rlalfto.
1 I MP* 640 Pcc
2 . STEP-20 RaarauletIon Pump, 1/2 HP �---�--
I 3 I Rattily -Pass valve
4 j Control Panel
L
5 j Septic Tank Effluent Filter (supplied by others)
Recirculation Pump is changed
to STEP 30 1/2 hp by E-Z Treat
Please see the pump curve and
trictionfTL}H calculations provided
by E-Z Treat
02017 E-Z Treat 3

Design Guide and Installation Manual
STEP-20 Re -circulation Pump
Table 3 Pump Specifications
Sheri
Discharge
Discharge Searing
impellers
Diffusers
Suction Ceps
Thrust Pads
Shaft and Coupling
intake
Intake Screen
Jacketed Cord
Recirculation Pump is changed
to STEP 301 /2 hp by E-Z Treat
Please see the pump curve and
friction/TOH calculations provided
by E-Z Treat
Stainless steel
10, 20 and 30 GPM models: fiberglass-f elnfoweed thermoplastic; 50 GPM models: stainless steel
Nylatron`
De dn*
Palycarbonata
Pafycarbonate with stainless steel wear ring
Proprietary specification
Stainless steal 300 grade
Rberglass-reintetced thermoplastic
Pdypropylene
300 volt "SQQW' Jacketed 10' Ieads (2-wire with ground}; optional 20. 30', 50` and 110' lengths avallabls
Delano is a regrsraned trademark of El Dupont de Nemours & Compahy
Nyletrone Is a registered trademark of Polymer Corporation
S.T.E.P. Plus• 1s a registered trademark of Pentair Water
In order to provide the bestproduets possible, epeeincat ons er subject to change.
Table 4 Pump Performance -- 20 GPM
Capacity liters per Minute
0 25 50 75 100
Capacity Gallons per Minute
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02017 E-Z Treat

pue ep!n9 u5 se
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E-Z Treat Float Ball By -Pass Valve
E-Z Treat Re -circulation Pump Control
Model EZ SR-12
NOTE: Panel modal & manufacture may vary.
Panel to be provided by EZ Treat
Re -circulation pump power sauna terminals T1 & T2
High Level Alarm (top float) connects to terminals #5 and 8
i
Low Level Alarm (bottom float) connects to terminals #1 and 2
Wide Angle Pump 'OM & "OFF' timer activation (middle float) terminals #3 and 4
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02017 E-Z Treat 5

Design Guide and installation Manual
E-Z Treat Re -circulation Pump Control
Model EZ SR-I2 Panel to be Provided by E-Z Treat
i
E-Z TREAT
HMI LEVEL
•6•3FF/TIIAER ENABLE
SEE 1407ES 3 & 4
"••REOUNOANT OFF
LOW LEVEL ALARM
3-4" TETHERV
CC1'IlROL /ALAI M
115V/IP11f60H2
jj��''''"" ._� 10MAP MIN. PRQ7ECT1oN
ii1
USY ram
130VAPI! t mom
PWAP
11PH/230VSOHZ
24AIAP 11I1i..PROTECTION
NOTE: Panel model 1 manufacture may vary
E1iAMIPLEI mirstir roR1D wok
E Elva.
110 SET THE SLIER, USE A Sk1ER 1O
01A110E TRIER 1HLREUENTS i4,n61 UH11L
THE OE8 0 RialeaENr IS T>Of PT maw
not ThE MEWS
NE UAL RANEE CAN BE A0iE0 TPe
mSI 0-113 TO IRE
R ER 0-3.0 AAHCE
tQIEW. sum AS MALL A RM[OE AS P06410[E
THAT SILL ALLOW 'ON' AND "cor SEAui To HE
C0NuA2 0 WIRiW 1T. USE T11E LARGE (Vega
palter) TO SET THE 'OF' 11114 1W0 THE SMALL
DIAL 44 ACN1T TO 211T VC 'ON' TIME. 711E
INOILIAPE�00 RES f4lbICAI0AT LLLIOCHTHl THE
!Ng "ON' PERM.
TORQUE SETiWGS:
PI ai, 1L2
1T1, 1TL
P2
10-22 . •-
7--8 Ir1bi'
i12f'1SA1
19-220r0
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Design Guide and Installation Manua
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
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.
2.7 Filter Media Mattress Material
TN\
-auYALYE.N. j; _
Model 1200
The E-Z Treat Re -circulating Synthetic Filter
system employs a manufactured synthetic
media which is encapsulated in a mattress
like container. The mattress is fabricated from
a non -biodegradable; chemically resistant,
loose weave polypropylene material with a
weave pattern at 90 degree intersections
creating 0.078 square openings allowing
effluent and alr to flow freely while containing
the media material.
This media is very uniform and provides ample
surface area for biological growth. The media
also has enough voids to accommodate good
air and liquid flow. These void spaces also
allow the passage of very small solids that
would clog many filters. The media is very
lightweight making it resistant to compaction
which can lead to poor air and liquid flows, a
problem that plagues many media filters.
The media consists of lightweight, non -
biodegradable plastic spheres.
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3/1-PAIL vuvr
Polypropylene Mattress Material
11
•
Styrene Media
02017 E-Z Treat

Design Guide and Installation Manua
2.8 Decentralized Design Options for Commercial, Community, or Large On -site Systems
4
1 lir $U►PINY UNE
4 REIURN UNE
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u
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02017 E-Z Treat 8

-EZ 5 L
arc-EZ 61_
12
in
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1 KT141 TYNE
4' NOUN UN!
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' 1111111111111111E11 1111 II NI ill_
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11111011111111111111111 II II OItI 1..
1 MANIFOLD
1 1/Z' SUPPLY LINE
4' RETURN LINE
u
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u
©2017 E-Z Treat 9

Design Guide and Installation Manual
Golf Club (Haymarket VA.)
This system was installed at the club
in 2009.
Residential Cluster (Lake James, NC)
This system services a lake -side complex
consisting of single family homes, apartments.
community center and swimming pool.
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Effluent Dispersal Method: Low Pressure Pipe
Daily Flow: 20,000 GPD
Treated Effluent Parameters: BOD5:10 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
02017 s-z Treat 10

Design Guide and Installation Manual
Motor Home Park (Smokey Mountains)
Effluent Dispersal Method: Infiltrator Chambers
Daily Flow 30,000 GPD
Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgl
TN: >60%
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Design Guide and lnstailation Manual
3.0 installation Instructions
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 opportunity for the 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 -circulation 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, If machinery is used to offload
the pod or transport it to the excavated hole;
nylon straps, chains or cables used to rift 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 pod from floating and
prevent surface water infiltration.
Excavate a hole approximately
6'Wx9'Lx41H.
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' Outfit
Weir
02017 E-2 Treat 13

Design Guide and Installation Manua
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.
To ensure complete drainage ofthe spray
manifold drill an 1I8" hole In the PVC pump
supply plpe just above the discharge end of
the pump.
3.7 Setting Pump Control Floats tees page 6)
The control panel will come with three liquid
level floats;
1. Low Level Alarm Float protects the
pump from run dry damage by turning
off the pump and sound an audible
and visual alarm. Set float to activate
if the effluent level drops to 4" above
the pump intake.
2. Timer Enable Float activates the
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%.
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
Liquid Level
Wide Angle
Float
Low Level
Alarm Float
4" above pump inlet
■
1/8' Hole
High
Level
Float
i
02017 E-Z Treat 19

Design Guide and Installation Manua
4.0 Start-up
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
onpage 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 sped -
fled 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 contralto the "OFF" position repeat
thls 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 dock and float switches,
Control: Timer
"MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation
pump i.e. GPD re -circulated through media
Controk High and Low Water Alarm "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 offthe alarms.
2. Check re -circulation pump. Place the system
in the manual mode by turning the re -circu-
lation pump switch to "ON" The recircula-
tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
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Design Guide and Installation Manual
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
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.
i. t ... v _ . t ' i ra1119
300 750 j 300 2.5 24 2.5 39
400 750 400 2.5 20 2.5 28
500 900 ! 500 25 16 2.5 22
600 900 i 600 2.5 14 2.5 18
700 1000 1 700 25 21 2.5 15
800 1000 j 890 2.5 18 2.5 13
900 1500 900 2.5 15 2.5 11
1000 1500 1000 2.5 13 2.5 9
1100 1600 i 1100 2.5 12 2.5 8
1200 2000 i 1200 2.5 10 25 7.5
Note: Tank sizing are not exact and may vary (+or-1o%) based on availabieyofIocally produced tanks.
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Design Guide and Installation Manual
Re -circulation Pump Timer
Window MI display OFF "SEC", 'MIN" or 'RR",
Tight will bum Green to Indicate Re.circutation Pump is OFF Rotate OFF screw until MN' appears in window.
Light will bum RED to Indicate
Re -circulation Pump is ON,
Rotate dial to desired minutes ON. -
Clock face screw will change J.
the dock face from a maodmum rcX - -
-
time of 1.5 units to a maxdmum
of 30 units, Always set the clock face to 30,
OFF screw displays
seconds, minutes or hours.
Window will display ON
"SEC",VAIN* or'IlR'.
Rotate ON screw until
'MAN' appears in window.
r
ON screw displays seconds, minutes or hours.
Rotate dial to desired minutes OFF.
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pue eprno u6!sea
- Ienuew uope
NOTE: Pisan refer to drawings for site
Appendix 1 Model 600 Typical Configurations configurations.
Note: Not a complete library of possible configurations. Contact E-Z Treat for more Information.
1-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
2-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
aliFE
ZWIMUZX
AlemiaMOILMININICSIMIMPSIElgal
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02017 E-Z Treat 18

Design Guide and Installation Manual -
od / 3-Tank with Simplex Timed Dose Re -circulation Pump
od / 3-Tank with Duplex Timed Dose Re -circulation Pumps
Meg.
Lid
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02017 E-Z Treat 19

A • endix 2 Model 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
2-Pod / 3-Tank with Simplex Timed Dose
LEI
kVA
a
I
T
J
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IMILL
lation Pump
aurc Mw
62017 E-Z Treat 20

1
e4su{ pue ep!n J u6!sep
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Pod / 3-Tank with Duplex Timed Dose Re -circulation Pumps
—
tit 11101
MIN
.*4radaeARAill!
Me:
ram:..,;
Of
AM;
gait
IVO
?51iQ4
" x
11f
INNIS
...;ye,..
Nob
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Call 703.753.4770 or vrsit extreet.net ©O17 E-Z Treat 27

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
Model 1200 2-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
'memo
_loci"
_
loci
II�� ��i.
ci ' jIU 11,
r_— ,—=ram—;,
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e2p17 E-Z Treat 22

Model 1200 4-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
L.
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Design Guide and Installation Manua! —
Appendix 4 High Strength Waste Case Study
Below are the test results of F-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 leaned.
Table 6 BOD Loading
'Paraniale
*1115001
Gaily Flow 1,500
1 Influent BOO loading 1900 mgfi
Influent BOO mass Toad 24 lbs/day
BOG mass wad per pod 12 kbalday
Table 7 Commercial Test Results (sample restaurant)
ikumrt
5Irtl 9n
Irr
•t
7/9/2009 j+ 2100 25 98.8 I
7/16/2009 li 2050 50 97.6
f 8113/2009 1, 2080 27 i 98.7 l
9117/2009 ii, 2030 21 99.0 r1
j 10/27/2009 !I 2050 58 I 97.2 ir
I' 11/19/2009 ii 2050 32 i 98.4 4080 i 58
112117120091IIf 1050 14 I98.7 385 1 58
li-: AVG !I 1916 F 32 - 98% II 2299 I 47
Influent sample location: First septic tank outlet
Effluent sample location: E-Z Treat outfal
Note: System repairs completed by 7/9/2009
ri0vknk E {EIurIIT
r!rilyaucts.al
•
Call. 703.753.4770 orvisit eztreaLnet
2670
3640
2550
1670
1100
33
32
39
32
75
f 98.8
I 99.1
i 98.5
98,1
93.2
r 98.6 I
1 06%
I
©2017 E-Z Treat 24

pue ap!nD u5asa❑
— lenuew uou;e«e;,su
•
•
Sample pulled from the
discharge side of the
High Strength Aerobic
Treatment Unit.
Sample of treated
effluent pulled from
the discharge side of
the Model 1200 pods.
Call' 703.753.4770 or visit eztreat.net
Pump discharge tank BEFORE the repair of
a High Strength Aerobic Treatment Unit at
+ti a restaurant metered forward flow average
of 1,500 GPD.
Pump discharge tank AFTER the repair ofa
High Strength Aerobic Treatment Unit using
two Model 1200 pods metered forward flow
average of 1,500 GPD.
�.f f}r
# �; +
I,#.* 4
•
Y•. #
02017 E-Z Treat 25

en
PO Box 176
Haymarket, Virginia 2016E
T 703.753.4770
F 571.248.8837
eztreat.net
02017 E-2 Treat Z-2017

Re -Circulating Synthetic Filter
uv
Installation and
Maintenance
Guide
Note: Installation Only
Maintenance is in O&M Section
'1
Models bearing the NSF mark are certified Class I
tome or more of the falowing standards:
NSFIANSI 40
NSF/ANSI 245
NSFIANSP350
02017E-Z Treat 2-2017

TABLE OF CONTENTS
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
eprno uo4eIIe4suI An

1.0 UV Light System Installation
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 complies with local electrical codes.
I�.
3. The UV lamps should be wiped clean in
accordance with the cleaning instructions
and inspected for cracks or chips prior to
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.
TSS
Do
Turbidity
E. coil" 1 2 MPN19OOmI
pH 6.6-7.5
Total Nitrogen Reduction 64%
*with optional UV disinfectIon
Table 1
NSF Testing Performance Summary
. l 'JI I I
S&L. I 2 mgfl
I 2mgl
3.3mgl
1 2N'N
Call. 703.753.4770 or visit• eztreat.net ap2O17 E-Z Treat 1

- aping uoq,elie4su, An
Appendix 1 E-Z Treat UV System Configurations
PRE
RADE
4~ 0U11.ET', . rNLET
f,
NON-CORROS1VE
REFLECDVE L PROTECTIVE
SLEEVE--,.
g.
w LAMP
Calf- 703.753.4770 or visit eztreat.net
UV 1AMP
WELL CAP
Model 101
Single Lamp
Model 102
Dual Lamp
Model 404
Two Dual Lamps in Series
©2017 E-Z Treat 5

Appendix 2 NSF Test Data
Table 2
NSF Testing Pathogen r?erForrmanee Testing
10121/13 980,000
isii 10123/13 887000 <1.0
10t25113 1,610,000 < 1.1
10/28/13 5,840400 < 1.1
10/30/13 1,720,000 <1.0
1111113 816,000 <1.0
11/4/13 436,000 < 1
C 11/8/13 816,000 < 1.0
11/8/13 921,000 < 1.0
't 11/11/13 816,000 < 1.1
11/13/13 770400 < 1.0
H 11/16/13 579,000 < 1.0
t 11/18/13 1,090,000 3.1
DI 11/20/13 1,050,000 1.0
M.
11/22/13 1,550,000 1.0
D) 11125/13 770,000 <1.1
C 11/26/13 411,000 < 1.0
G 11/27/13 613,000 < 1.0
7 12/2/13 461,000 < 1,0
12/4/13 1,300,000 <1.0
C I 12/11113 411,000 <1.0
12/13/13 517,000 <1.0
1,▪ . I 12/16/13 687,000 < 1.1
(0 I 12/18/13 387,000 <1.0
I 12/20113 548.000 to12123113 578,000 <1.0
12127/13 517,000 < 1.0
12/30/13 387,000 < 1.0
111/14 280,000 < 1.0
1/3/14 1,200,000 <1.0
1/6/14 127,000 < 1.0
118/14 387,000 < 1.0
1/10/14 156,000 -1
.0
1/13/14 345,000 1.0
1/16/14 210,000 2.0
1117114 102,000 <1.0
1120/14 62,700 < 1.0
1/22/14 158,000 < 1.0
1/24/14 81,600 <1.0
1/27/14 161,000 < 1.0
1/29/14 326,000 < 1.0
1/31114 865.tlo < 1.0
2/3/14 6$0 00.. <1.0
2/5/14 4n14G
2/10/14 39=,1541t
2/12114 k s,i 1C
:.2 14,1+T 41T Pa,7
Table 3
NSFTesting Pathogen Performance Surnrriary
Median 517,000 1.0
Min ' 02,700 1.0
Mia 5,8401100 4.1 I
:1 434,474' 1.0
Sid bed tA5. 22 1.i1 I
Cali 703.7'53.4770 or visit. eztreai.net e20i7 E-x Treat

PO Box 176
Haymarket, Virginia 20168
T 701753.4770
F 571.248.8837
extreatnet
©2017 E-Z Treat 2-2017

Recirculation Pump
STA-RITE* ST. E. P Plus Series
4" high -head multi -stage submersible effluent pumps
The STEP Plus 4" submersible filtered
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 win handle
'dry run" conditions.
The 10, 20, 30 and 50 GPM are industry
standard 3-3/4" in diameter.
APPLICATION.
Filtered Effluent,. It
commercial, and agr e
SPECIFICATIONS
Shen - 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 "SO©W-
or 300 Volt "SJOW" jacketed 10' leads
(2-wire with ground); optional20', 30', 50'
and 100' lengths available
In order to provide the best products possible. specifications are subject to change.
Man
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, fi berglass-
reinforced thermoplastic. with proven
internal check valve. Large wrench flats and
rope hole.
Shell - Stainless steel pump shell offers
high corrosion resistance.
Shaft - Hexagonal 3/8-, 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.
PENTAIR
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. LOAD
AMPS
VOLTS
PHASE/
CYCLES
CORD
LENGTH
STEP10
1/2
7
12.0
115
1/60
10'
STEP 10X10OFT--05121
1/2
7
12.0
115
1/60
100'
STEP10X3OFT
1/2
7
12.0
115
1/60
30'
STEP10X5OFT
1/2
7
12.0
115
1/60
50'
STEP20
1/2
5
12.0
115 1/60
10'
STEP20X100FT-05121
1/2 5
12.0
115 1/60
100' -
STEP20X30FT
1/2 5
12.0
115 1/60
30' -
STEP20X5OFT
1/2 5
12.0
115 1/60 50'
STEP30-05121
lb i
n c
VIC ._.
STEP30X100FT 05121
STEP30X30FT-05121
STEP30X50FT 05121
STEP30-05221
1/2
3
12.0
115
1/60
100'
STEP30X100FT-05221
1/2
1/2
1/2
3
3
3
12.0
12.0
4.7
115
115
230
1/60
1/60
30'
50'
1/60 10'
1/2
3
4.7
230
1/60 100'
STEP30X30FT 05221
1/2
3
4.7
230
1/60 30'
STEF30X50Ff-05221
1/2
3
4.7
230
1/60 50'
STEP30-10221
STEP30X100FT-10221
5
5
9.1
9.1
230
230
1/60
1/60
10'
100'
STEP30X30F7 10221
5
9.1
230
1/60
30'
STEP30X5OF7-10221
STEP30-15221
5
9.1
230
1/60
50'
STEP30X100FT-15221
STEP30X30FT 15221
5TEP30X50FT-15221
STEP50-10221
STEP50X100F--10221
1-1/2
1-1/2
1-1/2
1-1/2
6
6
6
6
3
3
11.0
11.0
11.0
11.0
9.1
9.1
230
230
230
230
230
230
1/60
1/60
1/60
1/60
1/60
1/60
10'
100'
30'
50'
10'
100'
STEP50X30Ff--10221
STEP50X50Ff--10221
STEP50-15221
STEP50X100Fi-15221
STSP501(30Ff-15221
1-1/2
3
3
4
9.1
9.1
11.0
230
230
230
1/60
1/60
1/60
30'
50'
10'
1-1/2
1-1/2
STEP50X50FT-15221 1 1-1/2
4
4
4
NOTE: Cord Length shall be determined by site condition
11.0
11.0
11.0
230
230
230
1/60
1/60
1/40
100'
30'
50'
2 S11411W5

Recirculation Pump
STA-RITE. ST.E.P Pius Series
4" high -head mu[ti-stage submersible effluent pumps
a
r'IMP PERFORMANCE— 10 GPM
CAPACITY LITERS PER MINUTE
so 16
100
'W
f I
I
150
100
50
...— _
0.
i
—I
I
^s
r
I
n
10 20
CAPACITY GALLONS PER MINUTE
00
60
PUMP PERFORMANCE — 30 GPM
0
22
F.
3 125
100
78
50
25
CAPACITY LITERS PER MINUTE
25 50 75 100 125 1510
175
>
I
75
1
I
i
T'tTi,
.._-7----
.-- --.
_ "'.0
..4_______,_,.....
....
Alps
16.
0
10 20 80 40
CAPACITY GALLONS PER MINUTE
50
—60
_50
0
�so
20 P2
-10
0
NOTE: Please see pump curve
provided by E-Z Treat
PUMP PERFORMANCE — 20 GPI\�
CAPACITY LITERS PER MINUTE
25 60 76 f 1o0
20
so
1
1 I
I
-
I1
I
1-
—.I
I
1
1
[
I 1
I
0
10 20
CAPACITY GALLONS PEN MINUTE
UMP PERFORMANCE — 50 GPM
CAPACITY LITERS PER MINUTE
120
100
s0
40
- T
- c1 Gov
I
1
._..
I
+
i 1
T_.
i -
°
I
I
I
;
I
0
10 20 30 40 5D 60 70
CAPACITY GALLONS PER MINUTE
G
40 T
20
95
30
25
re
20
15 d
10
5
60 '
3 511411W5

Recirculation Pump
STA-RITE® ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
OUTLINE DIMENSION_
+PENTAIR
DIZARNPT
qG
2 (GE
50 GPM No Y)
10GRAM Hp-1r
20 GP11,112 HP-13-114"
30GP11,1/214P=11.112'
30GPM, 1HP-14"
1MGPM, 1-1HIHP=16-114'
50 LiP11,1 HP-12-114"
50GPM 14112HP-15.114"
10 GPM,112 HP - 21-1/2"
20GPM, 112HPa22-114`
30 GPM 112 HP = 22412'
3012P111,1 HP = 27.1/r
30GPM, 1.114HP=30-1/4"
50 OPM,1 HP = 26414'
50 Gm. ma HP • 30-1/4`
a.oeaeed Mid
10'
()
$0; 60; 100`
( 9
Dimensions (in inches) are for estimating purposes only.
293WRIGHT SIREET,DELAVAN,Wi5311S WWW.STA-RITL.COM Pti:800-712-7493 ORDERS FAX:[phone]
Geo:mull sou art ountin..oUSly imining our pr aducls and seiv:. OS. Puntao I orioNos tho r ight to chs^gt ap.cilicOUo^o Without prim maim.
S11411WS [09/10/141

0
225
200
175
50
25
0
25
i
Recirculation Pump
E-Z Treat
Mod.#600
2OPSI @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
8 Nozzles Per Mod.#600
Total Flow Required 13.6 GPM
CAPACITY LITERS PER MINUTE
50 76 100 125 1 i50
175
10 20 30 40
CAPACITY GALLONS PER MINUTE
_60
�50
le
w
40 2
z
O
et
—30 E
J
b
ry 20 H
10
0
60

225
200
176
}� 150
3 125
0
100
J
50
25
Recirculation Pump
E-Z Treat
Mod.#600
a Pads
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 ITN LITERS PER MINUTE
0 2.5 60 75 100 125 150 176
! ! 1 I1
0 10 20 30 40 50
CAPACITY GALLONS PER MINUTE
60
50
12
w
40
Z
30
rJ
- 20 F�
10
0

300
Recirculation Pump
E-Z Treat
Mod.#1200
20PSI @ Spray Manifold or 46 Ft Head
@120 PSI Flow Per Spray Nozzle 1.7 GPM
12 Nozzles Per Mod.#1200
Total Flow Required 20.4 GPM
• CITY LITERS PER MINUTE
25 50 75
I I
80
200
g 150
H
I- 100
8
o 1a 20 30
CAPACITY GALLONS PER MINUTE

aff
i i n1Hag
2.20
W -10
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DWG Number:
Quote Number:
01i3X
A20001495
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Panel manufacture & model
may vary.
Panel to be provided by E-Z
Treat.
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4/15%17 Redsiun Lamb FEW
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Panel manufacture & model
may vary.
Panel 10 be provided by E-Z
Treat.
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B113X
DWG Number:
8113X
Quote Number:
A20001495
Drawn By:
B.Idabunde
Checked By:
Date:
Austin Vandebel
4115117 Revlslon Level:1.001
Page Notes:
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Quote Number:
A20001495
Drawn By:
B.l0ebunde
Checked By:
Date:
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4/15/17 Revision level:100i
Page Notes
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15f 1(TH STAMM
HAWLEY iti.fitne

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Operation and Maintenance Procedures
e
s
SEAL
f7069
a�� `•Ali f CI E¢°a°"
i
ZG z2
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Operation and Maintenance Plan
System Background
The wastewater treatment and discharge system are designed to treat a maximum of 480 gallons
per day of wastewater generated from a four -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 the tributary on the
rear edge of the property, behind the home. 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 1,000-gallon septic tank (ST 502) provided by David Brantley & Sons or
approved equal.
The proposed recirculation and dosing tanks will both be a 1000-gallon tank (PT 237) that will
be provided by David Brantley & Sons or approved equal. The tanks will be cast with a solid
baffle wall dividing the tank into two separate compartments. unit effluent will flow by gravity
back into the recirculation chamber after treatment. Wastewater drains from the recirculation
chamber into the dosing tank after E-Z Treatment. The dose tank will flow by gravity to
discharge on property.
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 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.
DKL Investment Solutions, LLC
Direct Discharge System and EZ Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
1

E-Z Treat Treatment Unit
The E-Z Treat treatment unit will be used to provide additional treatment to the septic tank
effluent as well as removing suspended solids not removed by the septic tank. The treatment
unit will be housed in a fiberglass pod (approximately 7.25 feet by 4 feet) which will be partially
buried. The pod will be provided by E-Z Treat. The treatment unit will be dosed by a Sta-Rite
Y2 horsepower pump (Catalog Number STEP 30) with a spray nozzle distribution system placed
above the media. The underdrain system will transport the effluent back into the recirculation
chamber.
Ultraviolet Disinfection Unit
The ultraviolet disinfection unit will be used to disinfect the media filter effluent before it
discharges into the tributary. The effluent will flow by gravity through the ultraviolet
disinfection unit to the discharge chamber of the recirculation/discharge tank and gravity. 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 36
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.
System Maintenance
DKL Investment Solutions, LLC
Direct Discharge System and EZ Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
2

Unit
Frequency
Task
Effluent Filter:
Testing
3 — 6 months
Check and clean as needed.
Effluent Filter:
Replacement
12 months
CIean or replace each time septic tank is
pumped.
E-Z Treat Treatment Unit
3 — 6 months
Check for Ieaks 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 — 6 months
Check for Solids Accumulation, Blockages, or
Baffle Damages, ln/Exfiltration.
Septic Tank:
Solids and Scum
12 months
Pump out accumulated solids if necessary,
remove scum layer.
*Tanks should not be pumped during wet conditions.
**See attached manufacturer's literature for E-Z Treat O&M.
Parts Replacement Schedule and Costs
Unit
Frequency
Cost
E-Z Treat Media
10 — 20 years *
$500.00
Ultraviolet Bulb
1 year
$140.00
Septic Tank (pumping)
1 year
$200.00
requency dependent on actual media filter loading rates and wastewater strength.
DKL Investment Solutions, LLC
Direct Discharge System and EZ Treatment System
MacConnell & Associates, P.C. Project No.: A94001.00
3

Z:\T-Drive (Projects)\Library\2021\A94001.00 - DKL Investment Solutions LLC - 5013 Cheek Road, Durham - NPDES\Drawings\A94001.00 - Cover.dwg Jan 24, 2022 9:38am
DKL INVESTMENT SOLUTIONS LLC
SINGLE FAMILY DISCHARGE WITH
E-Z TREAT TREATMENT SYSTEM
Bus
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SUMMER
MEADOW
Bus
COLONIAL
VILLAGE
DUKE PARK
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Durham ALBRIGHT
Hollavay SL
• North Carolina
State Government
FRANKLIN
VILLAGE
-SAINT
SA
10 RTH CAROLINA
CENTRAL
UNIVERSITY
CROWN POINT
LANDON FARMS
NORTHEAST HILLS
MERRICK MOORE
PLEASANT DRIVE
GLENNSTONE
Gorman
STILLWOOD
CARDINAL LAKE
Southern
High
School
GATE W OOD
FOREST
Oak Grove
—
5013 Cheek Rd,
Durham, NC 27704
RauENSTONE
VICINITY MAP
COPYRIGHT ® 2021
PROJECT No. A94001.00
5013 CHEEK ROAD,
D U RHAM, NC 27704
PIN #: 0862-01-38-1697
SCHEDULE OF DRAWINGS:
C-100 COVER SHEET
C-101 OVERALL SITE PLAN AND PROPOSED
TREATMENT
C-102 TREATMENT SCHEMATIC &
MAINTENANCE NOTES
C-103 GRAVITY DISCHARGE
PLAN AND PROFILE
D-101 DETAILS 1 OF 4
D-102 DETAILS 2 OF 4
D-103 DETAILS 3 OF 4
D-104 DETAILS 4 OF 4
E-1 01 ELECTRICAL DETAILS
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PROPOSED 1,000-GAL.
SEPTIC TANK
PROPOSED
CONTROL
PANEL
4" SCH. 40 PVC
FROM EXISTING HOUSE
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DWELLING
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GRAPHIC SCALE: 1" = 10'
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NOTES
ADJACENT BOUNDARY
BOUNDARY (PROPERTY)
RIGHT-OF-WAY
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
DRAIN FIELD (SEPTIC) AREA
ELECTRIC LINE
EXISTING FENCE
WETLANDS
EDGE OF PAVEMENT
100 YEAR FLOOD PLAIN
EXISTING STREAM
1. PARCELS AND TOPO TAKEN FROM DURHAM COUNTY
GIS.
2. KEEP TREATMENT SYSTEM A MINIMUM OF 10' OFF
OF PROPERTY LINES.
3. THIS IS NOT A SURVEY.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION
OF ALL TRADES AND SUBCONTRACTORS.
CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD
VERIFYING DIMENSIONS, ELEVATIONS, AND LOCATIONS
OF ALL EXISTING CONDITIONS AND UTILITIES.
5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
SOIL EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS.
6. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
OSHA, NCDOT AND SAFETY REQUIREMENTS.
7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL
CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO
ADDITIONAL COST TO THE OWNER.
8. DESIGN IS FOR A 3-BEDROOM HOME WITH A
DESIGN FLOW OF 360 GPD.
9. ANY ALTERATIONS TO THIS SYSTEM SHALL BE
PRE -APPROVED BY THE ENGINEER.
10. EXISTING SEPTIC TANKS SHALL BE PUMPED BY A
LICENSED SEPTAGE HAULER, BROADCAST WITH LIME,
CRUSHED IN PLACE, AND BACKFILLED W/ CLEAN
FILL TO ORIGINAL GRADE.
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SEPTIC TANK
FREQUENCY TASK
3 - 6 MONTHS
12 MONTHS
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 WEEKLY
FIELD DOSING TANK
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 6-12 MONTHS
MAINS
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
& 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
ANNUALLY
WIPE (CLEAN) UV LAMPS.
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUIRED.
CHANGE BULB.
- DWELLING -
4" SCH. 40 PVC C<
(10.-0" MIN.) I ►
E-Z TREAT POD
FILTER
1,000 GALLON SEPTIC TANK
0
1,300 GALLON
RECIRCULATION TANK
TREATMENT SYSTEM PLAN SCHEMATIC
NTS
- DWELLING -
F.F.E. ±348.0'
(ASSUMED)
FIN. GRADE ±347.0'
4" SCH. PVC ® 2.00% MIN
±344.0' (DWELLING)
JGROUND EL. ±344.0'
I- .. - .. -
INV. EL.
±341 5' EL.
±341.3'
1,000 GALLON SEPTIC TANK
NOTES:
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.
±341.1'
CP
CP
FORCE MAIN
GROUND
GRAVITY LINE
FLOW DIRECTION
PROPOSED 4" SCH. 40
PVC TO DISCHARGE POINT
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BYPASS
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CLEAN
OUT
SEPTIC FLOW
FROM HOUSE
PRECAST
CONCRETE
"DONUT" OPTIONAL
INV. IN
MIN. 18" BELOW LOWEST
F.F.E. WITH WATER FIXTURE
CAST -A -SEAL 402
RUBBER BOOT
(TYP.)
3
12'
MIN. (TYP.)
3/4" GATE VALVE (FIELDI ,ADJUST
TO 4 GPM FOR E-Z TREAT SPIN
FILTER RETURN FLOW)
DAVID BRANTLEY & SONS
1,000 GALLONS SEPTIC TANK
ST-502 OR APPROVED EQUAL
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
u
EFFLUENT
FILTER
FILTER
SERVICE
HANDLE
3/4" SCH. 40
= = =
L LL J
PROPOSED SEPTIC TANK
NTS
1\
24"0 E-Z SET RISER
W/COVER (TYP. UNLESS
OTHERWISE NOTED)
NOTE: FIELD VERIFY PRIOR
TO ORDERING RISERS
GROUND EL. ±344.0'
PROPOSED SEPTIC TANK SECTION
NTS
3/4" PVC
GATE VALVE
0
0
4" SCH.
40 PVC
a�
.1y
PVC RECIRC. LINE
(SEE D-102 FOR
CONTINUATION)
WATER TIGHT SEAL
ON RISER ASSEMBLY
3/4" SCH. 40 PVC RECIRCULATION
LINE FROM E-Z TREAT TEE
4" SCH.
' 40 PVC
(SEE D-102 FOR
CONTINUATION)
INV. OUT
1"-2" BELOW INVERT IN
CAST -A -SEAL
402 RUBBER
BOOT (TYP.)
CONFIRM SIMTECH STF 110
SERIES, POLYLOCK PL-122
OR ENGINEERS APPROVED
3. EQUAL IS INSTALLED
ALL TANKS REQUIRE A 6"
THICK #57 STONE BEDDING
TYPICAL
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 E-Z TREAT, 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.
11. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE
30" OR AS SPECIFIED BY MANUFACTURER.
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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(SEE D-101 FOR
CONTINUATION)
FLOW
PRECAST CONCRETE
"DONUT" (OPTIONAL)
(TYP.)
(SEE D-104 FOR
CONTINUATION)
TO E-Z
TREAT POD
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FROM E-Z
TREAT POD
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CAST -A -SEAL 402
RUBBER BOOT (TYP.)
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DROP TEE (TYP.)
IP
S
20 s
FALL TANKS REQUIRE A
6" THICK #57 STONE
BEDDING (TYP.)
RECIRCULATION TANK SECTION
NTS
30"0 E-Z SET RISER
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1-1/2" SCH. 40
PVC FLOAT TREE
STA-RITE MULTI -STAGE
SUBMERSIBLE PUMP PART
NUMBER STEP 30 1/2 HP
OR EQUAL PER E-Z TREAT
3"
EFFLUENT BYPASS VALVE W/FLOW
RESTRICTOR TO 10 GPM
4" X 2" REDUCER
4" X 2" REDUCER
TO DISCHARGE
POINT
L_A! ALARM LIGHT
CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
DIRECT BURY
CABLE TO PANEL
1-1/2" PVC
CHECK VALVE.vA>4,\
1-1/2" SCH. 40 PVC
FULL UNION (TYP.)
1" SCH. 40 PVC LINE (SEE D-103 FOR
TO FILTER POD CONTINUATION)
NOTE:
UV UNIT NOT SHOWN FOR
CLARITY. SEE DETAIL 1, D-103
I I
EFFLUENT BYPASS
VALVE BY E-Z TREAT
SEEIEFFLUENT BYPASS
VALVE SECTION A, D-104
3/16" ANTI -SIPHON
HOLE (TYP)
MERCURY FLOAT
SWITCHES (4)
•
3" PVC STAND
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EFFLUENT BYPASS
VALVE BY E-Z
TREAT
4" FROM FILTER POD
z
Co 5
1\
FINISHED GRADE
4" SCH. 40 PVC '-FLOW CONTROL
CROSS (TYP.) WEIR
WATER LEVEL
4" SCH. 40 PVC PLATE
FLOAT BALL
RECIRCULATION TANK SECTION
NTS
30"0 E-Z SET RISER
W/COVER (TYP)
3/4" BALL VALVE
3/4" UNION
FLOAT TREE BRACKET
[1
DIRECT BURY
CABLE TO PANEL
1-1/2" PVC
CHECK VALVE
AVAVAVAVAVA
1-1/2" SCH. 40 PVC
FULL UNION (TYP)
1" SCH. 40 PVC LINE
TO FILTER POD
DENITRIFICATION RETURN LINE
NTS
J
4" 90' BEND
4" TO
ULTRAVIOLET
DISINFECTION
UNIT
ALL TANKS
REQUIRE A 6"
THICK STONE
BASE (TYP.)
4" x 2"
REDUCER
( 4" 13 2"
4"x2"�
REDUCER
4" 2"
30" DIA.
E-Z SET
RISER -
PRIMARY
LAMP
NON -CORROSIVE
REFLECTIVE AND
PROTECTIVE SLEEVE
NOTE:
100%
BACKUP
PRIMARY LAMP i (LAMP
17"
TOP VIEW
2"x2"x 1 /2"
REDUCING TEE
SECTION VIEW
4" WELL CAP
DISCONNECT
UNION (TYP.)
2" IU I 4" )
1/2" BALL
VALVE
4" x 2"
REDUCER
CONTROL
WITH ALARM
1/2" BALL
VALVE
DISCONNECT
UNION (TYP.)
100%
BACKUP
LAMP
ULTRAVIOLET DISINFECTION
NTS
1. PIPING TO BE 4" SCH. 40 PVC.
GRAVITY CLEANOUT
NTS
4"
NOTES:
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.
U NIT.
5. MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED.
4" x 2"
REDUCER
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3:‘
7'-3-1/2" (TYP.)
n
2" X 6" BOARD WITH ALUMINUM
S.S. BRACKETSRSED TPOD WITH
S.S. SCREWS TO ASSIST WITH
ow SOIL STABILIZATION (TYP. OF 4)
0
SPRAY NOZZLE
(TYP.)
3/4" CAP
(TYP.) —
1
PRESSURE GAUGE
1" BALL VALVE
4" SCH. 40 PVC
90' ELBOW (TYP.)
f 1"
IMP
0 0 0 0 0 0 0 0 0 0 LL
4"
E-Z TREAT TREATMENT UNIT PLAN
NTS
F
I ID
12"
�IIN.
a
4" CPP
PERFORATED
TUBING (SLOTTED)
AROUND POD
(TYP.)
TOP OF
POD
E-Z TREAT POD FILTER SYSTEM
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SUPPLY
M LINE
4"0
RETURN
LINE
6" THICK #57
STONE BEDDING
(TYP.)
7
SEE SHEET
C-102 FOR
INVERT OUT
I
E-Z TREAT TREATMENT UNIT SECTION
NTS
4" CPP (SEE SITE PLAN FOR
OUTLET)
TO DAY LIGHT
0
0
0
0
0
3' ALL AROUND
SELECT
BACKFILL FREE
OF DEBRIS
FINISHED
GRADE
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Branch Clrcult Plota.tlon Device/Disconnect Means Field Provided -
PUMP size per manufacturing specifications for pump/rtator
Incoming Power
120230 VAC, 50/60HZ
G L1 L2/N
I I I
GL Q IpTI T2
o
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
CB2
10A
10A /
1 e
>F2 EF1
e
e CB' 0 ems I Tel
20A M1
FS2 - Timer Enable
TB3 TB4
PUMP LOAD
120/230 VAC, 0-16 AMPS, 50/60 HZ
PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
HAND swi
i,CIRi 1 TD1iq DOFF
I7q-7I If`_ ? I AUTO
7
FS3 - High Alarm
TB5 r66 Al A2
b91
Al __ A2
FS1 - Low Alan
TB1 TB2
2
GROUND TO
GROUND LUG
-0
21 CR1
2
11 C4
ALARM BEACON
YR e
11 12
e SW2
Test e e Silence
R3
14 Al
A2
F1, F2 FUSE MUST BE
>REPLACED WITH 1 AMP
5mmX2Omm TYPE
FAST ACTING 250 V MAX.
This control panel is for timed dosing applications. When
the timer enable float is up, the timer will start timing for the
duration of the "Off" time and when complete, the pump will
start for the duration of the "On" time. Both Off and On
times are adjustable. This pattern repeats until the timer
enable float lowers and turns off. The Low float acts as a
redundant off and will also activate the alarm. If the level
reaches the High float switch, the alarm will activate.
TB1 TB2 TB3 TB4 TB5 TB6
FS3 - High
FS1 - Low FS2 - Level
Laval Timer Enable
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
--- FIELD WIRING
FIELD SUPPLIED
® TERMINAL BLOCK
TB
Power Wiring = BLK
121)/AC Control wiring = RED
Neutral - WHT
Ground = GRN
TIGHTENING
AwOOR TORQUE IN INCH
CIRCULAR
MILLS. .c IXTERN�
DRIVER
wAE� c
75
76
75
75
rig
110
150
180
iM
LEGEND
CONTROL RELAY
CIRCUIT BREAKER
GROUND LUG
ROA SNITCH
2
M1
GI
GL
FS
TD1
TEST/SURGE SNATCH
ALARM BEACON
ALARM BUZZER
MAGNETIC COMACTOR
PUMP RUN ITDICATOR
GROUND LUG
BOAT SWITCH
Repeat Cyclenme
To set the timer, use a screwdriver to change timer
Scale (0-12 most common). Use a screwdriver to
change the "On" time Increments (minutes most
common). Use a screwdriver to change the "off'
time increments (hours most common). Turn the
dial with the Red line to the desired "On" time
(this example is 2 minutes). Tum the dial with
the Green line to the desired "Off' time (this
example is 4 Hours).
Notes:
1. WARNING! Electrical Shock Hazard! Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes.
2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings and conduit with appropriate seal devices to prevent moisture and gases from entering endosure.
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.
E-Z TREAT SIMPLEX CONTROL PANEL
NTS
Terminal Connections
TB1 TB2 TB3 TB4 TB5 TB6
d
CONTROL PUMP
Incoming Power Incoming Power
120 VAC, 50/60HZ 120230 VAC, 50/60HZ
LI N LI L2/N
I 1 1 I
FS3 - High
FS1 - Low FS2 - Level
Level Timer Enable
6 6 �L
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
PUMP
Connection
NOTES:
1. PANEL BY ALDERON, OR EQUAL.
2. PANEL TO BE SUPPLIED BY E—Z TREAT.
3. CONTRACTOR MAY USE COMBINED E—Z TREAT / UV PANEL.
ELECTRICAL SPECIFICATIONS
1. TWO DIFFERENT CONTROL PANELS WILL CONTROL THE WASTEWATER SYSTEM. ONE CONTROLS THE
PRETREATMENT AND ONE CONTROLS THE ULTRAVIOLET DISINFECTION. CONTRACTOR MAY USE A COMBINED
PANEL.
2. EACH PANEL SHALL BE APPROXIMATELY 13" WIDE X 15" HIGH AND IS A NEMA 4X, UL RATED ENCLOSURE.
THE PANELS SHALL BE SUPPLIED BY THE SYSTEM DISTRIBUTOR.
3. THE PANELS SHALL BE MOUNTED BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS. THEY SHALL BE
MOUNTED NEXT TO EACH OTHER AND 48" — 60" OFF THE FINISHED GRADE TO THE BOTTOM OF THE
ENCLOSURE.
4. THE BUILDER'S ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP AND CONTROL
CORDS. EACH CONTROL PANEL SHALL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL TERMINAL
CONNECTIONS. THE SYSTEM INSTALLER SHALL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE
IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE DIFFERENT PUMP POINTS.
5. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 230 OR 115 VOLTS,
SINGLE PHASE SUPPLIED FOR THE PUMP.
6. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED
FOR THE ALARM / CONTROL SIDE OF THE PANEL.
7. THE PRETREATMENT CONTROL PANEL REQUIRES A TELEPHONE EXTENSION LINE FROM THE DWELLING FOR
THE RMSYS TELEMETRY SYSTEM. THIS IS NOT A DEDICATED LINE; IT IS AN EXTENSION FROM ANY LINE
THAT IS USED IN THE DWELLING.
8. A MINIMUM CONDUIT SIZE OF 1 34" SHALL BE FURNISHED AND INSTALLED BE THE ELECTRICIAN AS A
CONNECTION BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS OUT IN THE TANK
AREA.
9. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASES
AND MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT USE PERMANENT SILICONE OR
EXPANDABLE FOAM PRODUCTS.
10. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL
HELP KEEP SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF A SPLICE MUST BE
USED, IT MUST BE MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
11. ALARMS SHALL BE AUDIBLE AND VISUAL. ALARMS SHALL ACTIVATE AUTO DIALER TO RMSYS SYSTEM.
12. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
13. PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY GENERATOR. PROVIDE
DISCONNECT PER NCBC AND NEC.
SEAL
17 069
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DKL INVESTMENT SOLUTIONS, LLC
DURHAM COUNTY, NC
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