NCG551111_Application_20180131

,I-
1? O. Box 129
Morrisville, NC 27560
919-467-1239
January 31, 2018
MACCONNEL L
& ASSOCIATES, P.C.
Ms. Julie Grzyb, Supervisor
NC DEQ - Division of Water Resources
Water Quality Permitting Section — NPDES Complex Permitting
512 N. Salisbury Street (9th Floor -Archdale Bldg)
Raleigh, NC 27604
Re: First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates Project Number: A63201.00
Dear Ms. Grzyb:
1101 Nowell Road
Suite 118
Raleigh, NC 27607
Fax [phone]
A
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9S6. Fn
This project is for the mitigation of a failed sand filter treatment system which was documented
by the Raleigh Regional Office and has created a health concern. Upon a phone conversation
with Jane Bernard of the Raleigh Regional Office, an existing discharge was identified. 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
continuing coverage under NCG550000 and authorization to construct for treatment system at
the church located at 2125 E. Geer Street, Durham, North Carolina 27704.
The following is included for your review:
• One original letter and two copies requesting coverage under NCG550000 and
Authorization to Construct (This letter)
• One original and two copies of the Notice of Intent Application
• Failure letter from Raleigh Regional Office for the existing discharge system
• Proof of the authorized representative.
• Certificate of Coverage NCG551111
• Engineer's alternatives analysis
• Proof of septic tank serviced.
• A check for $60.00 to NCDENR
• Three sets of plans and specifications of proposed treatment system

We respectfully request for your review with this submittal. If you have any questions or require
additional information, please do not hesitate to contact me or Aershen Muheyati at (919) 467-
1239. Thank you for your assistance.
Sincerely,
Gary S. MacConnell, PE
President
enclosures
cc: Darren Crain, Church Director
Mike Outlaw, Installer
Rev. Johnny Godair

First Pentecostal Church of Durham
Durham County, North Carolina
NPDES Repair
E -Z Treat Treatment System
Application Package
Project No.: A63201.00
Submittal Date: January 31, 2018
Q�
SEAL
1-7069 _
,� ••. �Q;. •rev
Prepared By:
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118 P.O. Box 129
Raleigh, NC 27607 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

Table of Contents
• Notice of Intent & Existing Information
• Project Narrative
• Design Calculations
• Project Specifications
• Equipment
• Operation and Maintenance Procedures

First Pentecostal Church of Durham
NPDE S Repair
E -Z Treat Treatment System
NPDES Application for Coverage
(Notice of Intent)
And
Existing Information
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

AILTV 0_1 ry IWFAA Division of Water Resources
�o- National Pollutant Discharge Elimination System (NPDES)
NCDENR Application for Coverage Under General Permit
NCG550000
Single Family Residences and/or facilities discharging
< 1000 gallons per day of domestic wastewater
NOTICE OF INTENT
[Required by 15A NCAC 02H 0127(d)], [term definition see 15A NCAC 02H 0103(19)]
(Press TAB to navigate form)
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage
NTC
I G 1
5 1
5
Check #
Amount
Assigned To
1. Regional Office contact (Please note: This application will be returned if you have not met with a
representative from the appropriate regional office.):
Please list the NCDENR Regional Office representative(s) with whom you have met-
Name(s).
etName(s). Jane Bernard (Phone Conversation) Date- 9/7/2017
2. Mailing address of owner/operator: (address to which all correspondence should be mailed)
Owner Name FIRST PENTECOSTAL CHURCH OF DURHAM
Street Address 2125 E GEER ST
City Durham State NC Zip27704 -
Telephone # (H) 919-604-7909 Telephone # (W) 919-604-7909
Cell/Mobile # [phone] Email gingle@ fpcdurham.org
3. Location of facility producing discharge: (Iffacility is not yet constructed, give street address or lot #)
Street Address 2125 East Geer Street
City Durham State NC Zip 27704 -
County Durham County
Telephone # [phone] Cell/Mobile # [phone]
4. Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and distance
and direction from a roadway intersection) Follow I-40 W to S Miami Blvd in Durham. Take exit 281 from 1-40
W, Follow S Miami Blvd to US -70 W in Oak Grove, Continue on US -70 W to E Club Blvd. Take exit 179 from
I-85 NIUS-15 N, Follow E Club Blvd and E Geer St to Platt Dr.
5. This NPDES permit application applies to which of the following
❑ New [term definition see 15A NCAC 02H 010306)] or Proposed (system not constructed)
® Existing [term definition see 15A NCAC 02H 0103(11)1; If previously permitted by local or county health
department, please provide the permit number NCG551111
and issue date 1/23/2015
® Modification; please describe the nature of the modification Change of treatment system from the existing
malfunctioning sand filter system to an E -Z Treat treatment system.
Pagel of 4 Revised 911113

NCG550000 New Application
6. Description of Discharge: [Required by 15A NCAC 02H 0105(c)(1)]
a) Amount of wastewater to be discharged:
Number of bedrooms 0 x 120 gallons per bedroom = '1� 1 Zkfa Z 5 kc*_ as Penn
1,000 gallons per day to be permitted (r1i(o,78- tr��� fy� P�� an
b) Type of facility producing waste (please check one) (/
❑ Primary residence ❑ Vacation/second home
® Other Church (domestic wastewater only)
7. Please check the components that comprise the wastewater treatment system:
[Required by 15A NCAC 02H 0105(c)(3)]
® Septic tank ® Dosing tank
❑ Primary sand filter ❑ Secondary sand filter ® Recirculating sand filter(s) ( W e >
❑ Chlorination ❑ Dechlormation ® Other form of disinfection. UV Disinfection
® Post Aeration (specify type)
8. For new or proposed systems only - Please address the feasibility of alternatives to discharging for the
following options in the cover letter for this application:
[Evaluation required by G S § 143-215 1(b)(5)(a) and 15A NCAC 02H 0105E (2)]
a) Connection to a Regional or Municipal Sewer Collection System.
b) Letter from local or county health department describing the suitability or non -suitability of the site for all types of
wastewater ground adsorption and innovative non -discharge systems Document the repair potential of the failed
system.
c) Land Application such as spray irrigation or drip irrigation
9. Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)]
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc ) that the facility wastewater
discharges end up in? Tributary to Goose Creek
b) Stream Classification (ifknown) WS -IV; NSW
10. The application must include the following or it will be returned, as allowed by 15A NCAC 02H 0107(b):
a) For Certificates of Coverage
® An original letter and two (1) copy requesting coverage under NCG550000
® A signed and completed original and one copy of this Notice of Intent Application
® A check or money order for the permit fee of $60.00 [per G S & 143-215 3(a)(Ib)] made payable to NCDENR
® Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing service tank will be used)
Page 2 of 4 Revised 911113

NCG550000 New Application
New or proposed facilities must also include: :1n Jcriot;-k WOE.& rvvvi, 0 &Kd OrryOVeW ,
® Letter from the county health department evaluating the proposed site for all /types of ground absorption and
innovative non -discharge systems Document the repair potential of the failed system
® Evaluation of connection to a regional sewer system (approximate distance & cost to connect)
® Provide a 7Q10 flow estimate at the proposed wastewater discharge point from the US Geological Survey (919-
571-4000)
b) For an Authorization to Construct (ATC) only (Note: There is no fee for an ATC)
® A letter requesting an ATC
® Three sets of plans and specifications (required by 15A NCAC 02H 0138) of proposed treatment system (see
Permit Application Checklist and Design Criteria for Single Family Discharge)
® Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when existing
septic tank will be used).
Additional Application Requirements:
a) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (or firm) submitting the application has
been designated an authorized Representative of the applicant, per 15A NCAC 02H 0138(b)(1).
b) If this application is being submitted by a consulting engineer (or engineering firm), final plans for the
treatment system must be signed and sealed by a North Carolina registered Professional Engineer and
stamped -"Final Design -Not released for construction;" per 15A NCAC 02H 0139
c) If this application is being submitted by a consulting engineer (or engineering firm), final specifications
for all mayor treatment components must be signed and sealed by a North Carolina registered
Professional Engineer and shall include a narrative description of the treatment system to be
constructed; per 15A NCAC 02H 0139.
Page 3 of 4 Revised 911113

NCG550000 New Application
A 01 ISI I I a IsK 1yI IINI
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing- Gary S. MacConnell, P.E.
Title. Professional Engineer/ Presi ent
(Please rev 15A�NCA 010f authonzed signing officials)
Vv- January 31, 2018
(Signature of pheant) (Date Signed)
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 ($10,00b) 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 fper G S. $ 143-215 3(a)(M
made payable to:
NCDENR
Mail this application and one copy of the entire package (with check) to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Note: The submission of this document does not guarantee the issuance of an NPDES permit
Page 4 of 4 Revised 911113

C �I�iC�t
t�
'U�
October 10, 2017
CERTIFIED MAIL 7016 3560 0000 4428
RETURNED RECEIPT REQUESTED
Johnny Godair
First Pentecostal Church of Durham
P.O. Box 15789
Durham, NC 27705
Subject: Notice of Violation/Intent to Enforce
NOV-2017-PC-0639
Failure to Properly Operate and
Maintain a Waste Treatment System
Certificate of Coverage 111 l 1
2125 East Geer Street
Durham County
Dear Mr. Godair:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
On September 7, 2017, Jane Bernard with the Raleigh Regional Office (RRO) of the Division of Water Resources
(DWR), conducted a site visit on the above subject discharge facility. The purpose of the visit was to conduct a
compliance inspection. We wish to thank Mr. Crain who was present and assisted during this inspection.
At the time of this inspection the breakers (power) were turned off at the control panel. When the breakers were turned on
the system immediately went into alarm. All tanks were full and the pump tank was seeping wastewater to the ground
surface (Figures 1-5). The chlorine tank was at a normal operational level and the chlorinator was completely dry.
During the inspection, it was observed that the pumps were not working in the "automatic" position. When the pumps
were switched to the "hand" position in the panel the wastewater spayed 8-10 foot in the air. Also, a blow off valve was
open (the blow off valve was closed during site visit), a few fittings were observed to be cracked, and wastewater was not
contained within the sand filter. The discharge pipe was inaccessible (Figure 6-8).
At the time of this inspection there were no effluent sample results available for the inspector to review.
Fig. 1 -Pump Tank
State of North Carolina I Environmental Quality : Water Resources Raleigh Regional Office
1628 Mail service Center I Raleigh, North Carolina 27699-1628
919 791 4200

First Pentecostal Church
October 10, 2017
Fig. 6- Wastewater spraying out of filter
Fig.7- Cracked Fitting
Fig 8- Spraying 8 to 10 foot in the air
Note: Properly functioning waste system is inclusive of the treatment system properly treating the wastewater, properly
functioning chlorinator/dechlorinator, clear identification of the wastewater outlet location, and having the ability to
properly collect effluent samples at the effluent location. (Please also refer to the attached inspection report.)
These finding confirm violations of the following permit conditions:
1) Part I - Section A, Monitoring, Controls, and Limitations for Permitted Discharges:
Effluent Limitations and Monitoring Requirement- During the period beginning on August 1, 2013 and lasting until
expiration, the Permittee is authorised to discharge domestic wastewater from ou fall 001. Such discharges shall be limited
and monitored by the Pernittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
Sample
Average
Maximum
Frequency
Type
Location'
Flow 1 [50050]
Annually
Estimate
Effluent
BOD, 5 -Day, 20,C3[003 101
30.0 mg/1
45.0 mg/l
Annually
Grab
F,ffluent
Total Suspended Solids
00530
30.0 mg/l
45.0 ing/1
Annually
Grab
Effluent
Fecal Coliform
200/100 ml
400/100 ml
Annually
Grab
Effluent
Geometric mean) 131616-
31616Total
TotalResidual Chlorine 314
[500601
Annually
Grab
Effluent
2) Part I - Section A, Permit Conditions (Operations & Maintenance) item 2:
Treatment sYslens shall be maintained at all tines to prevent seepage of sewage to the surface of the ground.
3) Part I — Section A, Permit Conditions (Operations & Maintenance) item 4):

First Pentecostal Church
October 10, 2017
Thank you for your attention to this matter. This office requires that the violation, as described above, be properly
resolved in a timely manner. These violations and any future violations are subject to a civil penalty assessment of up
to $25,000.00 per day for each violation. Should you have any questions regarding these matters, please contact Jane
Bernard via email at jane.bernard ct ncdenngoN or at [phone].
S ncerel .
C�/fin oc;�7jly
Danny Smith aleigh Regional Office Supervisor
Water Quality Regional Operations
Surface Water Protection Section
Attachments to permittee only:
A- Inspection Report
B- List of Nearby Labs
C- List of Engineers
Cc: DWR RRO File
NPDES Permitting Unit Files — Charles Weaver — NCG551 III without attachments
Durham County Health Department without attachments

NC Division of Water Resources
North Carolina Certified Commercial laboratories Near Raleigh Region
The following laboratories will provide analysis. Some will do sampling. Please contact laboratoryfor details.
—W, I Lab Name
I Lab Contact
+ Lab Address
I Lab City
I State
, Zip
, Telephone
I E-mail Address
10 Environment 1 Inc.
Mark Oliveira
P.O. Box 7085
Greenville
NC
27835-
252-756-6208
[e-mail]
11 Microbac Laboratories
Inc.
Rob Dermer
2592 Hope Mills
Road
Fayetteville
NC
28306-
910-864-1920
[e-mail]
Pace Analytical
ext. 204
6701
Environmental
102 Woodwinds
67 Services LLC - Raleigh
Barry Johnson
Conference
Raleigh
NC
27607-
919-834-4984
[e-mail]
NC
NC
Drive
919-467-3090
[e-mail]
Laboratories Inc.
165
Meritech Inc.
Kris Pawlak
P.O. Box 27
Reidsville
NC
27320-
336-3424748
[e-mail]
572
Agronomic Division
Colleen Hudak-
1040 Mail
Raleigh
NC
27699-
919-733-2655
[e-mail]
Laboratory - NCDA
Wise
Service Center
1040
ext. 204
Environmental
102 Woodwinds
591
Conservation
Dale Mori
Industrial Ct.
Cary
NC
27511-
6204
919-467-3090
[e-mail]
Laboratories Inc.
Ste. A
610
Environment 1 Inc.
Satellite Laboratory
Mark Oliveira
P.O. Box 7085
Greenville
NC
27835-
252-756-6208
[e-mail]
Columbia Technologies
6701
632
LLC - Mobile Unit 9
Bob George
Conference
Raleigh
NC
27607-
352-538-6507
[e-mail]
Drive
Pace Analytical
205 East
633
Services LLC - Eden
Barry Johnson
Meadow Road -
Eden
NC
27288-
828-254-7176
[e-mail]
NC
Suite A
654
Cameron Testing
Services Inc.
Chris Cameron
219 S. Steele
Street
Sanford
NC
27330-
919-208-4240
[e-mail]
677
First Analytical
Laboratories
Steve Hunter
4620-B Industry
Lane
Durham
NC
27713-
919-942-8607
[e-mail]
3040 E.
Research
687
RTI International
Andrea McWilliams
Comwallis
Triangle
NC
27709-
919-485-5520
[e-mail]
Road
Park
The Laboratory Certification Branch updates the Certified Laboratory Listings annually. Last updated 06/23/2017.

Undel States Environmental Protection Agency
Form Approved
EPA Washington D C 20460
OMB No. 2040-OD57
Water Compliance Inspection Report
Approval expires B-31-98
Section A: National Data System Coding (i.e . PCS)
Transaction Code NPDES ydmo!day Inspection Type
Inspector Fac Type
1 IN I 2 I5 I 3 l NCG551111 I11 12 I 17/09/07 I17 18 1 c 1
19' g20I
211111 1 1 1 1 1 III I I1 I I I I 11111 1 I I I I I 11111111
11 1 1 16
Inspection Work Days Facility Self -Monitoring Evaluation Rating 51 QA ---•
—Reserved --------
67 70 71 U 72 1 I I I ti) 73 I I 1174 751 I I I I I I J110
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
0975AM 17/09107
13/0801
2125 E Geer St
Exit Time/Date
Permit Expiration Date
2125 E Geer St
Durham NC 27704
09:45AM 17/09/07
16/07/31
Name(s) of Onsite Representative(s)/Titles(s)(Phone and Fax Nt mber(s)
Other Facility Data
N/
Name. Address of Responsible Official/Title/Phone and Fax Number
Contacted
Johnny Godair2008 W Carver St Durham NC 27705i/919-477-6555/9194710460
No
Section C. Areas Evaluated During Inspection (Check only those areas evaluated)
Permit N Operations & Maintenance
Section D. Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Jane Bernard Non Discharge Compliance Unit//919-79
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Paoe#

NPDES yr/mo/day Inspection Type (Cont.)
31 NCG551111 I11 12 17/09/07 17 18 L.
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
At the time of this inspection the breakers were turned off at the control panel. When the breakers
were turned on the system immediately went into alarm. All tanks were full and the pump tank was
seeping wastewater to the ground surface. The chlorine tank was at a normal operational level The
pumps were not working on automatic and had to be switched to the "hand" position in the panel.
When the pump came on wastewater was spaying 8-10 foot in the air, a blow off was open (closed
while I was on site), a few fittings were cracked, and wastewater was not contained within the sand
filter.
Photos are included in the NOV.
Page#

Permit: NCG551111
Inspection Date: 09/07/2017
Owner -Facility: 2125E Geer St
Inspection Type: Compliance Evaluation
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT. Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment:
Permit
(If the present permit expires in 6 months or less) Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Comment:
Yes No NA NE
❑ ❑ ❑ M
❑ ❑ ❑ ■
Yes No NA NE
❑ ❑ ■ ❑
Page# 3

Recirculation Sandfilter, Advantex, EZ -Treat and Chlorinator installers
Glenn Todd, G & T Grading Lyons Septic Service
Septic & Hauling, 704 Moss Road 919-685-2770
Zebulon, NC 919-389-2867
252-369-2140
Toby Ivey
606-4624 Ricky Jones
RBS Grading
Johnny E. Byrd, Jr 4206 Holder Road
1200 Byrds View Ln Durham, NC 27703
Hillsborough, NC 27278
919-383-1816
J. Leonard O'Brian Construction Company Bobby Hunt
451-2244 Drain Magic
477-5348 919-369-5583
J & J Backhoe Jeff Dixon, Clean Septic Tank Service
Jamie Gilliland 2600 Indian Trail, Durham, NC 27705
919-542-9132, Eddie Oldham -919-770-3166 919-477-9073.919-291-6412
James Gulley, Gulley's Backhoe Service Paul Carrington -Carrington Brothers
Gulley's Backhoe Service, 919-779-7248 434-470-6635
308 Rand Road. cell -919-414-5590
Raleigh, NC Wesley Lloyd, Lloyd Grading,
919-730-0625
Selvin Martinez, Martinez Backhoe Service Chris Harris
79 Bull Run North, Timberlake, NC 27583 Central Carolina Septic
336-364-4618, 919-606-1506 919-667-9491
Bobby Davis Septic Tank Chris Milko Grading and Septic
481-6929 919-730-1361
Jimmy Lewis Septic and Grading -336-598-1704 Ed. Faison -919-365-9832
Waylon McFarland CW Harris Grading, Inc.
383-1015 2235 Hanks Chapel Road
383-2035 Pittsboro, NC
3415 Arthurs Way. Durham. NC 27705 919-542-6148
Currin Septic Service GLW Excavation Services
Bob Currin Scott Grinstead
1725 Highway 15 919-730-2282

Creedmoor, NC 27522
919-625-7745
Solomon Septic Tank Services
101 Burlington Road
Roxboro, NC
336 597 2004
Recirculation Sandfilter, Advantex, EZ -Treat and Chlorinator Installers
Tony Whittaker, PE
919-490-1645
Dan Long Northstar
252-578-0468
Sid Gaskins
828-244-9165
Advance Septic, Installations
Sloan Griffin, 919-842-6263
Professional Engineers
Gary S. MacConnell, PE President
MacConnell & Associates, PC
1903 North Ilarrison Ave., Suite 102
Cary, NC 27513
P.O. Box 129
Morrisville, NC 27560
(919)-467-1239, ext 223 Office
(919)-319-6510 Fax
L. Darian Creed
Hugh Creed & Associates, Inc. P.A.
Consulting Engineers & Land Surveyors
336-275-9826 or 336-275-8084
Kelvin Davidson
Agri -Waste Technologies
Mike Stidham, EZ -Treat, Inc.
793-408-2916
Jason Daughenbaugh
919-427-6511
Steve Barry, Advantex, AQWA
252-243-7693, Mobile [phone]
Amy Ratliff,: P.E.
Ratliff Engineering & Consulting,PLLC
919 -294 -4770 -office
919 -475 -9948 -cell
812 Woodland Road, Creedmoor, NC
27522
William C. Diehl, P.E.
Diehl & Phillips
315 N. Academy Street. Can-, NC
919-467-9972
Warren Mitchel
Mitchell & Westendorf Engineering.

501 North Salem Street, Suite 203, Apex NC 27502 919-932-4567
919-859-0669 Ext 6310
Direct Office — 919-367-6310 Cell - 919-623-3538
Ernie Dodson, P.E Duane K. Stewart & Assoc
Philip Post & Associates, P.E. 490-2999, Fax# [phone]
929-1173,493-2600 Durham. NC
Jim Parker, Summit Consulting Burdett Land Consulting
919-732-3883 841-9977, Fax # [phone]
Hillsborough, NC 27278-8551 308 Millbrook Road, Suite 200, Raleigh.
David Brantley & Son Scott Mitchell, P.E.,LSS
37 Pine Ridge Road Mitchell Environmental,P.A.
Zebulon, NC 27597 PO Box 341, Fuquay Varina, NC
252478-3721 919-557-4682, Fax# [phone]
252 -478 -4644 -Fax
Bobby Davis Septic Tank Service
Trinity Consultants
5835 Family Farm Road
1 Copley Parkway
Morrisville, NC 27560
Morrisville. NC
Bus No. 919-481-6929
919-462-9693
Cell No. 919-868-6474
Fax No. 919-463-0549
Able Consultants Group
NC Cert No. 3402 -Level IV
117 International Drive
NC Inspector Cert No. 3402-I
Morrisville, NC 919-468-0005
Bateman Civil Survey Company
200 North Main Street
[lolly Springs; NC 27540
919-577-1080
TRC Environmental Corporation Arcadis US Inc.
5540 Centerview Drive 4915 Prospectus Drive
Raleigh, NC 919-828-3150 919-544-4535
AMEC Earth & Environmental EEC Inc.
2200 Gateway Centre Boulevard 101, 8514 Six Forks Road
Morrisville, NC Raleigh, NC.
919-420-0590 919-846-1016

Criser Troutman Tanner Consulting Engineers
2840 Plaza Place
Raleigh, NC
919-277-0494
KACE Environmental Inc.- Ken Beaver
828-289-9380
Stearns & Wheeler PLLC
3128 Highwoods Boulevard
Raleigh, NC
919-790-6770
Draper Aden Associates
2521 Schieffelin Road
Apex, NC
919-367-9997
ATC Associates Inc.
Suite 121, 2725 East Millbrook Road
Raleigh, NC
919-871-0999
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC
919-872-2660
Rummel Klepper & Kahl
900 Ridgefield Drive
Raleigh, NC
919-878-9560
Withers & Ravenel Inc.
111 Mackenan Drive
Cary, NC'
919-469-3340
Gannett Fleming, Inc.
1121 Situs Court
Raleigh, NC
919-859-4880
Walter Cole
Soil & Environmental Consultants
919-846-5900
Integrated Water Strategies
600, 1434 Farrington Road
Apex,, NC
919-367-8565
Engineering & Environmental
3008 Anderson Drive
Raleigh, NC
919-781-7798
MACTEC Engineering/Consulting
3301 Atlantic Avenue
Raleigh, NC
919-876-0416
Environmental Quality Management, Inc.
3325 Durham -Chapel Hill Boulevard
Durham, NC
919-489-5299
Flowtack
Ste C. 2300 Englert Drive
Durham. NC
919-405-2299
Summit Consulting -Geotechnical
Engineering and Construction
Materials Division
505 Harrington Grove Drive
I lillsborough, NC
919-732-8500
Armstrong Environmental PC' EEC Inc.

5512 Harrington Grove Drive 101, 8514 Six Forks Road
Raleigh, NC Raleigh, NC
919-838-9933 919-846-1016
Hazen & Sawyer Marshall Miller & Associates. Inc.
4011 Westchase Boulevard 5900 Triangle Drive
Raleigh, NC Raleigh, NC
919-833-7152 919-786-1414
Soil & Environmental Consultants PA URS Corporation
11010 Raven Ridge Road 1600 Perimeter Park Drive
Raleigh, NC Morrisville, NC
919-846-5900 919-461-1100
TGB Partnership Trigon Engineering Consultants Inc.
1325 Farm View Road 3500 Gateway Centre Boulevard
Hillsborough, NC Morrisville, NC
919-644-8250 919-755-5011
Pyramid Environmental and Engineering GMA Groundwater Management
503 Industrial Avenue Associates Inc.
Greensboro, NC 2205 Candum Drive
336-335-3174 Apex, NC
919-481-2631
Wooten Co Kimley-Horn & Associates Inc.
120 North Boylan Avenue 3001 Weston Parkway
Raleigh, NC Cary, NC
919-828-0531 919-677-2000
Engineering Environmental Management Terracon Consultants Inc.
Inc., 122 Salem "I'owme Court 5240 Greens Dairy Road
Apex, NC Raleigh. NC
919-303-6469 919-873-2211
Black & Veatch Parson Brinckerhoff Quade
900 Regency Parkway 909 Aviation Parkway

Cary, NC Morrisville, NC
919462-0250 919-467-7272
Veetech PC
AECOM
113 Centrewest Court
701 Corporate Center Drive
Cary, NC
Raleigh, NC
919-388-0037
919-854-6200
SUD Associates
McKim & Creed PA
1813 Chapel Hill Road
200 Mackenan Drive
Durham, NC, 919-493-5277
Cary, NC, 919-233-8091
Mulkey Engineers & Consultants
Tritech Civil Environmental PC
434 Fayetteville Street
401 Commerce Place
Raleigh, NC
Asheboro. NC
919-836-4800
336-498-1060
Dewberry ECS Ltd.
551 Piney Forest Road 4811 Koger Boulevard
Danville, VA Greensboro,NC
434-797-4497 336-856-7150
Spangler Environmental Consultants Down Forensic Engineering Inc.
4338 Bland Road 307 Tassle Branch Way
Raleigh, NC Cary, NC
919-546-0754 775-636-9762
Omni Professional Environmental
Biohabitats Inc.
1920 E. NC Highway 54 #640
8218 Creedmoor Road
Durham, NC
Raleigh, NC
919-544-5442
919-518-0311
Joyce Engineering Inc.
MS Consultants Inc.
2211 West Meado Arview- Road
336 Carthage Street
Greensboro, NC
Sanford. NC
336-323-0092
919-774-7303
AMEC Earth & Environmental MA Engineering
101 West Friendly Avenue 598 East Chatham Street
Greensboro, NC Carv. NC
336-540-8234 919-297-0220

Soil & Environmental Consultants
3817-E Lawndale Drive
Greensboro, NC
336-540-8234
VNH-Rippetoe Associates, PC
1000 Centre Green Way
Cary, NC
919-228-6351
KCI Associates of NC
4601 Six Forks Road
Raleigh, NC
919-7R3-9214
Geotek Mapping
1143 Executive Circle
Cary, NC
919-539-5068
Engineering & Environmental
3008 Anderson Drive
Raleigh, NC 919-781-7798
John F. Phillips, P.E.
Diehl & Phillips, P.A.
919-467-9972
919-467-5327
Scott Leonard Wastewater Solutions
9700 Ten Ten Road
Raleigh, NC 919-661-8602, Fax# [phone]
S & Me Inc.
3718 Old Battleground
Greensboro, NC
336-288-7180
Draper Aden Associates
2521 Schieffelin Road
Apex, NC
919-367-9997
Sutton Kennerly & Associates
300 Pomona Drive
Greensboro, NC
336-855-0993
Ramey Kemp & Associates Inc.
5808 Farringdon Place
Raleigh, NC
919-872-5115
Barry Mitchell Engineering
PO Box 1394, Hampstead, NC 28443
BM-Mitchelll'E .gmail.co 910-200-0668

First Pentecostal Church
October 10, 2017
All system components, including but not necessarily limited to, septic tanks, surface sand filters, other filter components,
pump/recirculation tanks, controls and alarms, disinfection units, dechlorination treatment systems shall be maintained at
all times to prevent seepage of sewage to the surface of the ground.
These and other general conditions of the permit can be found at the following website:
http://deg.nc.gov/about/divisions/water-resources!w•ater-resources-permits/wastewater-branch/np4es-wastewater/ eg neral
ep rmits (Click on NCG550000 to access the general permit.)
Requested Response
The Division requests that the Permittee secure an engineer to evaluate the existing wastewater system and determine
what repairs are needed and/or components that need replacing to ensure that the system functions as intended and meets
the permit conditions, including meeting the effluent monitoring limits contained in the permit
Please complete this determination and respond to this office within 45 days. Your response must be in writing to this
office. Your response must detail the operational status of your wastewater system how you will ensure in a timely
manner that the system is in full compliance of the permit conditions and is properly functioning as intended
Your engineer may determine that part(s) of the system needs to be repaired or replaced. This may require and Authorization
to Construct. Authorization to Construct (ATC) must be secured from the Division of Water Resources prior to construction.
To apply for an ATC, you are required to submit the following:
a. A letter of request for an ATC to Charles Weaver, NPDES Permitting Unit, Division of Water Quality,
1617 Mail Service Center, Raleigh, NC 27699-1617.
b. Plans and specifications of the proposed system must be provided in triplicate. Plans and specifications
must be drawn and submitted by a licensed North Carolina Engineer.
Thank you for your attention to this matter. This office requires that the violations, as detailed above, be abated
immediately and properly resolved. Environmental damage and/or failure to properly maintain, operate the wastewater
system infrastructure and report bypasses have been documented for the subject site as stated above. Your efforts to
undertake activities to bring the subject site back into compliance is not an admission, rather it is an action that must be
taken in order to begin to resolve ongoing environmental issues. Please understand, periodic or routine occurrences of
untreated waste (sewage), bypasses, overflows and failures to properly disinfect the wastewater must be eliminated.
You are required to take corrective measures regarding the above violations immediately. Please send a letter to our office
within 45 days of receipt of this letter. Please include with your response your current contact information, your intent and
a timeline for completion of the chosen correction. At the time of the inspection your wastewater treatment system was not
operational, leaking, bypassing treatment, and was not providing disinfection. This cannot continue to occur.
Please address this response to:
Jane Bernard
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27699
(919) 7914200

First
Pente sial
Church , w
2008 W. Carver St., Durham, NC 27705
919.477.6555
Johnny Godair, Pastor
January 15, 2017
Ms. Jane R. Bernard
Environmental Specialist
NC DEQ - Division of Water Resources
Raleigh Regional Office
Water Quality Regional Operations Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: First Pentecostal Church of Durham
NOV-2017-PC-0639
Certificate of Coverage NCG551111
2125 East Geer Street
Durham County
MacConnell & Associates Project Number: A63201.00
Dear Ms. Bernard:
This letter is in response to the above referenced Notice of Violation. We engaged MacConnell &
Associates, P.C. to evaluate our options. Based on their assessment, we had asked them to
proceed with pursuing the option of connecting to the City of Durham's sewer system.
Unfortunately, a few issues came up and per our meeting January 12, 2018 we have instructed
them to proceed with replacing the sand filter with a recirculating media filter and correct any
deficiencies. It is our understanding that they will complete the design within three weeks of this
letter.
To provide background on the measures we have taken, I am attaching copies of receipts
from Scotty's Sanitation Service for periodic septic tank and pump servicing. We have attempted
to be proactive in keeping the tank drained before it approached full level. We have shut off the
valves that were putting water outside the landfill.
Please contact our Engineer Gary MacConnell, P.E. or me if you have any questions Thank you
for your assistance.
Sincerely,
ev. Johnny Godair
Pastor of First Pentecostal Church of Durham
cc: Danny Smith (By Email)
Gary MacConnell (By Email)

jA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory, Governor
first Pentecostal Church of Durham
P.O. Box 15789
Durham, NC 27703
Dear Permittee:
van der Vaart, Secretary
January 23, 2016
JAM
3 0 10I
Subject: General Permit NCG550U OAR Raleigh Regional Ol d
2125 E Geer St
Certificate of Coverage NCG551111
Durham County
The Division received your request to update the owner's name for the subject Certificate of
Coverage (CoC) in May 2014. Our permit database was updated at that time. However, a file review on
January 20, 2015 noted that no updated version of the CoC had been sent to your organization. Therefore,
the Division hereby reissues NCG551111 under General Permit NCG550000. This CoC is issued pursuant
to the requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement
between North Carolina and the US Environmental Protection agency dated October 15, 2007 [or as
subsequently amended].
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Raleigh Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC
This permit does not affect the legal requirements to obtain any other State, Federal, or Local
governmental permit that may be required. If you have any questions concerning the requirements of the
General Permit, please contact Charles Weaver of the NPDES staff [919 807-6391 or
charles. weaver©ncdenr. gov].
in rely,
for Jay Zimmerman, Acting Director
Division of Water Resources
cc: Raleigh Regional Office
NPDES file
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: wwvv.ncwaterqualily.org
An Equal Opportunity/Affirmative Action Employer — 501/6 Recycled/1 No Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG551111
DISCHARGE 9CTIC
MESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER '100% DO DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other Iawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended, the
First Pentecostal Church of Durham
is hereby authorized to discharge <1000 gallons per day of domestic wastewater from a
facility located at
2125 E Geer St
Durham
Durham County
to receiving waters designated as an unnamed tributary to Ellerbe Creek, a class WS -IV NSW CA
stream in subbasin 03-04-01 of the Neuse River Basin in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage takes effect January 23, 2015.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day January 23, 2015
XActing
for Zimmerman,
Division of Water Resources
By Authority of the Environmental Management Commission

First Pentecostal Church of Durham
NPDES Discharge — E -Z Treat Treatment System
Treatment System Description
Treatment
Capacity
BOD
TSS
Nitrogen
Phosphorus
Component
Removal
Removal (%)
(Ammonia)
Removal (%)
M)
Removal (%)
Existing Septic
2,000
Tank
gallons
40
40
0
0
Existing
3,000
Recirculation
gallons
0
0
0
0
Tank
New E -Z Treat
1200
Treatment Unit
gallons per
80
80
40
0
day
New Ultraviolet
10 gallons
Disinfection Unit
per minute
0
0
0
0
*Septic tank removal percentage is based on influent (raw) wastewater from residence. E -Z
Treat treatment unit removal percentage is based on septic tank effluent concentration.
Equipment/Units That Shall Be Used As Existing:
• Existing Risers
• Existing Time Dosed Simplex Control Panel
• Existing Splitter Valve

Engineer's Alternatives Analysis And 7Q 10
The Owners has an existing discharge permit. The 7Q10 was included in the original permitting
process and not required for this modification.
The original intent of the project (see attached memorandum) was to connect the church
wastewater to the city sewer. However, it was determined by City of Durham that the proposal
had a conflict with a major force main on the road side. This and the process to be annexed to the
City of Durham is too costly and time consuming. Also, a private stream -crossing easement cannot
be granted by the City of Durham. Thus, connecting to a public sewer is not a viable option.
Please see the attached Technical Memorandum dated December 8, 2017 for the proposed details.
Therefore, we intend to modify the existing discharge permit and change the wastewater treatment
system from the malfunctioning sand filter with tablet chlorination system to an E -Z Treat
treatment system with UV disinfection.

P.O. Box 129
Morrisville, NC 27560
919.467-1239
To:
From:
Date:
Client:
Subject:
Project No.:
MACCONNELL
& ASSOCIATES, P.C.
1101 Nowell Road
Suite 118
Raleigh, NC 27607
Technical Memorandum SEAL
17069
Johnny Godair / First Pentecostal Church of Durham �r9•'••Fil, �••v
Gary S. MacConnell, P.E. and Geoff McDaniel ACGO�`,%%•A117,
December 8, 2017 ,110
First Pentecostal Church of Durham
Evaluation of Wastewater Options to Correct Failed Sand Filter
A63201.00
Fax [phone]
MacConnell & Associates, PC (M&A) has been contracted to perform an Evaluation of
Wastewater Options to mitigate the disrepair of the current septic system, for the First
Pentecostal Church of Durham. This evaluation consists of three mitigation scenarios following
the demolition of the current system:
1. Extend septic lines to the adjacent sewer main owned by the City of Durham utilizing an
aerial stream crossing.
2. Extend septic lines to the adjacent sewer main owned by the City of Durham utilizing
directional drilling under creek.
3. Establishing an appropriate E -Z Treat Re -Circulating Media Filter System on site.
Completed tasks included an initial site visit, to conduct a visual inspection of the septic system
currently located on the property, a GIS analysis of the adjacent available sewer system,
discussion with the City of Durham, as well as procurement of drawings/permits of the existing
septic system for re -design purposes.
Existing Sand Filter System
A "Notice of Violation/Intent to Enforce" was received by Mr. Godair on October 17, 2017.
This notice described the compliance inspection conducted by the Division of Water Resources
(DWR) and its evaluation of the discharge facility. The following was stated by Jane Bernard
with the Raleigh Regional Office of the existing system (statements confirmed by site visit):
• The control panel breakers were turned off and when they were switched on, the system
immediately alarmed.
• All of the tanks were full and the pump tank was seeping wastewater to the ground
surface. The chlorine tank was at a normal operational level.
1

• The pumps were not working on automatic and had to be switched to the "hand" position
in the panel. When the pump came on wastewater was spraying 8-10 feet in the air.
• A blow off was open and subsequently closed while the inspector was on site.
• A few fittings were cracked and wastewater was not contained within the sand filter.
Along with the inspection report, a `requested response" time of 45 days was submitted to Mr.
Godair.
Demolition and Removal
M&A has determined the existing system is beyond repair (for the issues listed above) and will
need to be demolished and disposed of properly. Tanks will be emptied, crushed, and removed
or buried on site. Sand will be removed and the site will be re-established for the scenario
agreed upon (the existing discharge line, cascade aerator, and possibly the septic tank may
remain for the new E -Z Treat system option).
Extension/Connection to City Sewer Main
M&A consulted the City of Durham's Public Works Department to determine the costs
associated with annexation, extension, and connection to its adjacent sewer line. The existing
septic system and the existing sewer main on the adjacent property are at roughly the same
elevation with a creek crossing in between the two at a lower elevation. A Utility Extension
Agreement (UEA) and a No Practical Alternative Application (NPAA) will have to be
completed.
Two scenarios were considered for crossing the stream (Figures 1 & 2 in the Appendix). A
pump station will need to be established, in both scenarios, at the tail end of the church's
discharge line to overcome gravity and pipe friction losses. Figure 1 illustrates an aerial crossing
of insulated ductile iron pipe gravity -fed across and over the stream between manholes (from
proposed to existing). Figure 2 illustrates directional drilling from a proposed force main to an
existing manhole, establishing a connection that passes under the stream. The force main will
consist of 2 -3 -inch PVC.
E -Z Treat System Replacement
The existing septic system is designed for flows less than 1,000 Gallons per day. M&A
recommends an E -Z Treat system utilizing E -Z Treat Filter Model #1200 or two Model #600s,
designed for a maximum loading rate of 1,200 Gallons per day. M&A is very familiar with E -Z
Treat systems and installation and design will adhere to the required standards. This system will
consist of a 2,000 -gallon septic tank, 2,500 -gallon combination re -circulation and discharge
pump tank, E -Z Treat media filter(s), ultraviolet disinfection, and all fittings and appurtenances.
The E -Z Treat System is current technology and meets NSP Requirements for reuse and
Nitrogen removal.
2

Construction Cost Estimate & Recommendation
A detailed breakdown of costs is provided in Table 1 of the Appendix. M&A recognizes scenario
3 as the least costly option for the church however, if funds permit, scenario 2 represents a longer
lasting, all-encompassing solution.

Appendix
�2
AV
Figure I - Aerial Crossing Layout
4

Figure 2 — Directional Drilling Layout

Table 1 - Construction and Engineering Cost Estimate
Unit Cost
Description
Scenario 1: Aerial
Mobilization
Crossing Sewer
Demolition/Site Preparation
1
City of Durham Fees*
$
Extension Line
1 LS
Pump Station
1
Aerial Crossing
$
Sub -Total
Scenario 2: Mobilization
Directional Drilling
Demolition/Site Preparation
Sewer Extension
City of Durham Fees*
20,000.00
Extension Line
$ 35.00
Pump Station
ft
Directional Drillin¢
Table 1 - Construction and Engineering Cost Estimate
Unit Cost
Quantitiy
units
$ 20,000.00
Construction Cost Conti
$ 2,000.00
1
LS
$
2,000.00
1 LS
$ 20,000.00
1
LS
$
20,000.00
$ 20,000.00
1
LS
$
20,000.00
$ 35.00
400
ft
$
14,000.00
$ 1,500.00
S
$
1,500.00
$ 150,00
±5ft�
2$
3,750.00
$
61,250.00
S
$ 2,000.00 1 LS
$ 20,000.00
1 LS
$ 20,000.00
1 LS
$ 35.00
400 ft
$ 1,500.00
1 LS
$ 3,000.00
1 LS
Scenario 3: E -Z Treat E -Z System Construction"* $ 45,000.00 1 LS
Sub -Total
-----------------------------
This Icludes removal and site preparation
`"Ecompasses complete job including mobilization, demolition, site preparation, Installation, and electric work
$ 2,000.00
$ 20,000.00
$ 20,000.00
$ 14,000.00
S 60,500.00 $
$ 45,000.00
$ 45,000.00 1 $
187.50 1 $
5.00
9,187,50
750.00
Total Cost
78,650.00

SCOTTY'S SANITATION SERVICE
Du; 2 04 Fb R0, -15-,5o
919-12.2400
CUSTOMER'S ORDER NO. PHONE —
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AMOUNT
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BY ---- -- — ------JTOTALLr-24
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All claims and returned goods MUST be accompanied by this bill.
57386 `T'hankr-You

SCOTTY'S SANITATION SERVICE
SCOTTY'S SANITATION SERVICE
PO BOX 15130
DURHAM NC 27704
919-682-2400
_-.__._. _.•....�....... I .•n t. I DATE
arer-- Ste— -- '���iOR
)DRESS
SOLD (iY CASH -O •r' I) �f 1AHGk 1 ON AC,GT MpSF RET . PAID OI—T
QTY — DESCRIPTION
PRICE AMOUNT
cLU'4rrv'j6
1z�T L'o ' 4-'L
An 111,111," returned goods MUST be lec"Monnind by this hilt.
57713 7 -e -You
SCOTTY'S SANITATION SEA
3107 E. Geer St.
Durham, NC 27704
919-U2-2400
CUSTOMER'S ORDFR NO
PH`yONE DA
NAR",F 11 n-
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ADDRESS
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SOLD BY - T- CASHC.O.O CHARGE ON ACCT MDSE REM ! PAIi
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QTY DESCRIPTION
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All clauns and returned ponds MUST be accompanied by 1
57806

First Pentecostal Church of Durham
NPDES Repair
E -Z Treat Treatment System
Project Narrative
AMC
11111110
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
Introduction
First Pentecostal Church of Durham has a failed sand filter septic system at 2125 E Geer Street in
Durham County. The septic system has created a health concern which was documented by the
Raleigh Regional Office. The owner proposes to construct a recirculating media filter system
utilizing a septic tank, E -Z Treat recirculation tank, E -Z Treat Treatment Unit, ultraviolet
disinfection unit, and the necessary appurtenances.
Based upon previous design of recirculating media filter systems, we have designed an E -Z Treat
recirculating media filter system with a treatment capacity of 1,000 gallons per day of domestic
wastewater. The proposed wastewater treatment system does not have any conflict with the
existing Certificate of Coverage NCG551111. All aspect of the certificate shall be as previously
permitted. We only propose the change of the treatment system from a malfunctioning sand filter
system to an E -Z Treat wastewater treatment system.
Septic and E -Z Treat Recirculation
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in an existing 2,000 gallon minimum septic tank. This tank will provide greater than 48
hours of detention providing for adequate anaerobic treatment and solids removal from the
wastewater. Septic tank effluent will drain into the E -Z Treat recirculation tank as wastewater
flows into the septic tank. The septic tank will contain a POLYLOK PL -122, or approved equal
effluent filter to prevent solids from reaching the E -Z Treat recirculation tank.
The existing recirculation (E -Z Treat) tank is a 3,000 gallon minimum tank. An effluent bypass
valve located in the E -Z Treat recirculation tank will separate the flow once the E -Z Treat
treatment unit is dosed. The effluent will be returned to the E -Z Treat recirculation tank until the
bypass valve is closed, the remaining effluent will then flow to the field dosing (+/- 1,200
gallons) of the tank. Effluent will be recirculated through the E -Z Treat treatment unit until
additional septic tank effluent enters the E -Z Treat recirculation tank causing the bypass valve to
close.
E -Z Treat Treatment Unit
The Model 600 E -Z Treat treatment unit will be used to provide additional treatment to the septic
tank effluent as well as removing 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 discharge the E -Z Treat treatment unit effluent to receiving
waters designated as an unnamed tributary to Goose Creek, a class WS -1V NSW stream in sub -
basin 27-05-01 of the Neuse River Basin.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P C Project No A63201 00

Ultraviolet Disinfection
The effluent from the E -Z Treat recirculation tank will be disinfected by ultraviolet light prior to
entering the field dosing tank and being irrigated. The ultraviolet disinfection unit shall be by E-
Z Set Treat (Model E -Z UV 102) or approved equal by engineer.
Project Contacts
Names, addresses, phone and fax numbers of the owner and engineer are as follows:
Owner:
Rev. Johnny Godair and Mr. Darrell Crain
First Pentecostal Church of Durham
2125 East Geer Street
Durham County, NC 27704
Phone: [phone]
Email: ginglegfpcdurham.orc
Engine :
Mr. Gary S. MacConnell, PE
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone] Cell: [phone] Fax: [phone]
Email: gsmmacassoc a,bellsouth.net
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P C PrQIect No A63201 00

First Pentecostal Church of Durham
NPDES Repair
E -Z Treat Treatment System
Project Specifications
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Table of Contents for Specifications
Excavationand Backfilling.......................................................................................................... 1
Pre -Cast Septic and Recirculation Tank Installation and Testing ........................................... 2
Piping Installation and Testing................................................................................................... 4
E -Z Treat Recirculation Pump and Exiting Control Panel ...................................................... 4
E -Z Treat Treatment Unit Installation....................................................................................... 5
Existing Effluent Bypass Valve............................................................................................
UltravioletDisinfection Unit................................................................................................
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, PC Project No.: A63201.00
G
...... 5

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.
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.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MaXonnell & Associates, P C Project No A63201.00

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
avoided as a result 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.
12. Site specific excavation and backfilling requirement shall also comply as shown on the
construction drawings.
Pre -Cast Septic and Recirculation Tank Installation and Testing
1. Septic tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic (if needed
to be replaced) and recirculation tanks should be installed on a 6 -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
nonshrinking 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.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P C Project No. A63201 00
2

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.
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 in order to insure they are water tight.
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. In the event that 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 as long as the width (septic tank only).
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3ra to 1/31
The baffle wall shall be constructed to permit passage of effluent through a slot or holes
located between 45 and 55 percent of the interior depth.
11. Septic tank shall be fitted with a POLYLOK PL -122, or Engineer approved effluent filter that
extends down to 50 percent of the liquid depth of the tank unless otherwise shown on the
construction drawings.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P C Project No A63201 00
3

12. Septic tank shall be as specified on the constructions drawings.
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. Forcemains installed through ephemeral streams shall be sleeved in Class 52 Ductile Iron
Pipe as shown on the construction drawings.
E -Z Treat Recirculation Pump and Exiting Control Panel
1. The E -Z Treat recirculation pump shall be two (2) Sta-Rite (Catalog Number STEP 30) 1
horsepower multi -stage submersible pump for operation on a single phase, 230 Volt service
or approved equal as shown on the construction drawings.
2. The control panel shall be the existing time dosed duplex control 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 to 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. RMSYS telemetry or Engineer approved equal control panel shall be connected to a phone
line. If the local health department does not have access to the RMSYS website, a direct
interface must be provided. System operator must be able to access the panel directly on site
and shall be available with a 24 hour notice to the county in the event a direct connection is
necessary.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, PC Project No A63201 00
4

7. The audible/visual alarms shall be external to any structure.
8. Treatment unit recirculation ratio shall be set between 4.0 and 7.0 times per day.
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.
Existing Effluent Bypass Valve
1. The effluent bypass valve shall be replaced with equal splitter valve and installed in
accordance with the manufacturer's recommendations and as shown on the contract
drawings.
Ultraviolet Disinfection Unit
1. The ultraviolet 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 E -Z UV 102) 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. Alarm panel
shall be mounted within 6 feet of ultraviolet casing.
3. Casing shall be filled with water prior to powering up lamps.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, PC Project No A63201 00
5

First Pentecostal Church of Durham
NPDES Repair
E -Z Treat Treatment System
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Calculations
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

MacConnell & Associates, P.C.
Project ♦Discharge Repair - &Z Treat Treatment System
Project Number: tA63201.00
Location: 'Durham County, North Carolina
Subject. `Septic Tank/E-Z Treat Filter/Drip Irrigation Design
Date. January 31, 2018
Assumptions And Calculations -
Unadjusted Design Flow:
! 1,000 GPD
Flow Reduction.
f 0 %
Adjusted Flow:
; 1,000 GPD
Sizing Calculations Per Innovative Approval
1 Model 600 pod
Table 1 - Model 600 and Tank Volumes
1,250
Minimum Septic
1 Model 600 pod
Design Daily Tank Volum Minimum Recirculation/Pump
19500
Flow(gnd) (Qallons) Tank Vnlume (oallons)**
Nnmher of Media Pnds
<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
19500
2,200
2 Model 600 pod
601-1,500
V=1.17Q+500 V=1.17Q+500
I
1 Model 600 pod per 600 gallons
1,501 - 3,000
V=0.75Q+1,125 V=0.75Q+1,125
1
1 Model 600 pod per 600 gallons
Note:
Input
Calculated
Per Existing Permit Maximum
**Recirculation/pump tank minimum size based on total internal tank volume.
Recirculation/Pump Tank Volume = Recirculation Tank(Chamber) Volume + Pump Tank( Chamber) Volume
SEPTIC TANK DESIGN -
Minimum Septic Tank Volume Required.
Septic Tank Volume Provided:
Septic Tank storage and effective volume calculations.
Septic Tank Total Void Volume = L * W * D•
Tank length:
Tank Width -
i
Tank Depth: 1
Total Void Volume:
Septic Tank Effective Volume = L W * Lowest Invert To Tank Bottom
Tank length -
Tank Width:
Lowest Invert:
Effective Volume.
1,670 Gallons
2,000 Gallons
10 0 foot
5 0 foot
6 0 foot
2,244 ' Gallons
10 0 foot
5 0 foot
5 3 foot
1,995 Gallons
Septic Tank Storage/Detention: 2 0 Days Effective Volume / ADF

E -Z TREAT DESIGN
12 0 foot
Recirculation Tank Total Void Volume = L * W * D:
Pod Dimension - Length
73 Feet
Given
Pod Dimension - Width
4 0 Feet
Given
Pod Dimension - Height
33 Feet
Given
Pod Surface Area
577 ft2
L x W
Rated Loading Rate per Pod
700 0 GPD
Given
E -Z Treat Pods Required:
14
ADF/Pod Loading Rate
E -Z Treat Pods Used:
2 Pod
E -Z Treat Dose per Pod.
! 340 Gallons
Given
E -Z Treat Volume per Dose
+ 680
Dose per Pod x Number of Pods
Re -Circulation Timer On:
j 2 5 Minutes
Given
Re -Circulation Timer Off:
130 Minutes
Given
E -Z Treat Re -Circulation Cycles per Day
93 Cycles
Time per Day / Time per Cycle
Total E -Z Treat Flow per Day:
` _ 63174 Gallons
E -Z Treat Volume/Dose x Cycles/Day
E -Z Treat Re -Circulation Ratio:
6 3
E -Z Treat Flow per Day / ADF
Denitrification Gallons Returned:
929 0 GPD
Denitrification Return Setting:
= 40 GPM
E -Z Treat Surface Area:
r _ 577 ft2
E -Z Treat Loading Rate.
f 03 GPD/ft'
ADF/Surface Area
E -Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings
Minimum Pump/Re-Circulation Tank Volume Required-
1670 0, Gallons
Recirculation Tank Volume Available:
j 30000 Gallons
Recirculation Tank Volume Provided:
3000 0 Gallons
Minimum Field Dosing Tank Volume Required:
i
1 — Gallons
Does Not Apply, Gravity Discharge After UV
Field Dosing Tank Provided:
E --- Gallons
Does Not Apply, Gravity Discharge After UV
Pump/Re-Circulation Tank Volume Provided:
F _ 3000 0 Gallons
Recirculation Tank storage and effective volume calculations:
12 0 foot
Recirculation Tank Total Void Volume = L * W * D:
6 0 foot
Tank length -
12 0 foot
Tank Width
6 0 foot
Tank Depth.
6 5 foot
Total Void Volume:
3500 6 Gallons
Recirculation Tank Effective Volume = L * W * Lowest Invert To Tank Bottom -
Tank length: 12 0 foot
Tank Width: 6 0 foot
i
Lowest Invert To Tank Bottom. 5 8 foot
Effective Volume f 31416 Gallons
Recirculation Tank Effective Volume to Pump Off= L * W * Lowest Invert To Pump -Off Elevation:
Tank length:
12 0 foot
Tank Width:
6 0 foot
Lowest Invert To Pump -Off*
4 3 foot
Effective Volume-
2333 8 Gallons
Recirculation tank is an all -time -filled storage/pump tank.
Total System Effective Storage = 4328 4 Gallons

MacConnell & Associates, P.C.
Project. ;Discharge Repair - E -Z Treat Treatment System
60 & Percent
Project Number: fA63201.00
TSS Removal
70 0, Percent
Location 'Durham County, North Carolina
NH3 Removal
0 0 Percent
Subject. E -Z Treat Treatment Calculations
N -Organic Removal
350 Percent
Date. ;January 31, 2018
N-Orgamc Converted to NH3
I 50'0 Percent
Assumptions And Calculations:
NO3 + NO2 Denitrified
Notes:
Total Coliforms Removal
Input
Septic Tank Effluent Concentrations.
Calculated
Influent Characteristics:
BOD (5 -Day)
i 120 0 mg/I
BOD (5 -Day)
300 mg/I
From EPA Design Manual
TSS
` 300 me
From EPA Design Manual
NH3
25 mg/1
170 mg/I
N -Organic
34 mg/I
59 0 mg/l
TKN
59 mg/I
N -Organic + NH3
NO3 + NO2
I. mg/I
60 0 mg/1
TN
60 mg/I
r -
TKN + NO3 + NO2
Total Coliforms
75,000,000 Number
From NSF 350 Approval
Effluent Limits:
BOD Removal
950 Percent
Monthly Avg BOD (5 -Day)
<30 mg/1
15A NCAC 02T 0605
Monthly Avg TSS
<30 mg/I
15A NCAC 02T 0605
Monthly Average Ammonia Nitrogen - NH3-N
<15 mg/l
15A NCAC 02T 0605
Monthly Avg Fecal Coliform
<200 /100 ml
15A NCAC 02T 0605
Septic Tank:
Design -
BOD Removal
60 & Percent
Given
TSS Removal
70 0, Percent
Given
NH3 Removal
0 0 Percent
Given
N -Organic Removal
350 Percent
N-Orgamc Converted to NH3
I 50'0 Percent
NO3 + NO2 Denitrified
900 Percent
Total Coliforms Removal
-50--0 Percent
Septic Tank Effluent Concentrations.
BOD (5 -Day)
i 120 0 mg/I
Concentration - Percent Removed
TSS
900 me
Concentration - Percent Removed
NH3
420 mg/1
Concentration - Percent Removed + N -Organic Converted to NH3
N -Organic
170 mg/I
Concentration - Percent Removed - N -Organic Converted to NH3
TKN
59 0 mg/l
N -Organic + NH3
NO3 + NO2
10 mg/I
NO3 + NO2 Effluent + Return from Recirc Tank - Denitrified
TN
60 0 mg/1
TKN + NO3 + NO2
E Coliforms
37,500,000 0 /100 ml
Concentration - Percent Removed
Media Filters (E -Z Treat Pod) -
BOD Removal
950 Percent
Given
TSS Removal
950 Percent
Given
NH3 Removal (to Air)
20 Percent
Given
NH3 Nitrified to NO3 + NO2
950 Percent
Given
N -Organic Converted to NH3
950 Percent
NO3 + NO2 to Septic for Denitnfication
900 Percent
E Coliforms Removal
500 Percent

E -Z Treat/Re-Circ. Tank Effluent Concentrations:
250 gpm
Flow Rate
BOD (5 -Day)
6 00 mg/I
Concentration - Percent Removed
TSS
450 mgA
Concentration - Percent Removed
NH3
287 mg/l
Concentration - Percent Removed + (S T Cone + (N -Organic to NH3) Nitrified)
N-Orgamc
085 mg/l
Concentration -N-Organic Converted to NH3
TION
3 72 mg/I
N -Organic + NH3
NO3 + NO2
2 05 mgA
NO3 + NO2 S T Effluent + Nrtnfied NH3 - Return to Septic Tank
TN
5 76 mg/l
TKN + NO3 + NO2
Total Coliforms
s 18,750,000 0 /100 ml
Concentration - Percent Removed
Ultraviolet Disinfection:
Design
UV Dosing Rate
250 gpm
Flow Rate
Number of Units
2 Units
Pump Flow/Dosing Rate
BOD Removal
i 0 00 Percent
Given
TSS Removal
000 Percent
Given
NH3 Removal
000 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)
600 mg/l
Concentration - Percent Removed
CBOD
<6 00 mg/I
CBOD < BODS as CBOD only measures oxidation of carbons
TSS
4 50 mg/I
Concentration - Percent Removed
NH3
2 87 mg/I
Concentration - Percent Removed + (S T Cone + (N -Organic to NH3) Nitrified)
N -Organic
0 85' mgA
Concentration-N-Orgamc Converted to NH3
TKN
3 72 mgA
N -Organic + NH3
NO3 + NO2
2 05 mg/I
r
NO3 + NO2 S T Effluent + Nitrified NH3 - Return to Septic Tank
TN
5 76 mg/l
TKN + NO3 + NO2
Total Coliforms
i 187 50 /100 m]
Concentration - Percent Removed
Fecal Coliforms
< 187 50 /100 ml
Fecal Coliforms < Total Coliforms < 200 colonies/100ml = Okay

Subject Septic Tank
48300
Model: Stay -Right 2000 Gallon Tank
Depth of Water in Tank =
000
Buoyancy Calculations
Inside Length of Tank =
Volume (gal):
2000
Inside Volume of Tank = 000 Cubic Feet
Inside Width of Tank =
Weight of Tank
Feet
IlWeight
Assume the following densities
600
Feet
Riser Diameter =
200
Feet
Concrete = 150
Pounds per
Cubic Foot
Riser Height =
050
Feet
Water = 624
Pounds per
Cubic Foot
Number of Risers =
2
Sod = 100
Pounds per
Cubic Foot
Total Riser Volume =
314
Cubic Feet
Buo ant Force of Concrete =
2 995Pounds
Riser Diameter =
250
Feet
Additional Ballast
Volume of Soil over Ballast =
15600
Riser Height =
050
Feet
Buo ant Force of Sod over Ballast =
9,734
Number of Risers =
0
Deadman Height =
200
Feet
Total Riser Volume =
000
Feet
Deadman Width =
200
Feet
Deadman Length =
600
Feet
Tank Top Length =
11 50
Feet
Number of Deadmen =
2
Tank Top Width =
600
Feet
Tank Top Thickness =
050
Feet
Tank Top Volume =
31 36
Cubic Feet
Concrete Ballast =
1 78
Cubic Yard
Top Surface Area of Ballast =
24
Square Foot
Tank Bottom Length =
11 50
Feet
Tank Bottom Width =
600
Feet
Tank Bottom Thickness =
050
Feet
Extra Volume of Concrete =
4800
Cubic Feet
Tank Bottom Volume =
3450
Cubic Feet
Extra Weight of Concrete =
7,200
Pounds
Tank Side Length =
11 50
Feet
Tank Side Height =
700
Feet
lume of Soil over Ballast =
15600
Cubic Feet
Tank Side Thickness =
050
Feet
Leight
Total Tank Sides Volume =
8050
Cubic Feet
of Soil over Ballast =
15,600
Pounds
Tank End Width =
600
Feet
Volume of Tank =
19586
Cubic Feet
Tank End Height =
700
Feet
IlWeight
Tank End Thickness =
050
Feet
of Tank =
29 379
Pounds
Total Tank Ends Volume =
4200
Cubic Feet
Riser Volume =
000
Cubic Feet
Baffle Wall Width =
500
Feet
IlWeight
Baffle Wall Height =
600
Feet
of Riser =
0
Pounds
Baffle Wall Thickness =
025
Feet
Baffle Wall Volume =
750
Cubic Feet
IlSoil Volume over Tank =
9407
Cubic Feet
Total Tank Side Height = 700 Feet IlWeight of Sod over Tank = 9,407 Pounds
Minimum Soil Depth = 1 50 Feet
Minimum Water Weight
48300
Cubic Feet
Depth of Water in Tank =
000
Feet
Inside Length of Tank =
1050
Feet
Inside Volume of Tank = 000 Cubic Feet
Inside Width of Tank =
500
Feet
IlWeight
Inside Height of Tank =
600
Feet
of Water in Tank = 0 Pounds
Total Downward Forces =
61,586
Pounds
Total Tank Volume =
48300
Cubic Feet
IlBuoyant Force of Tank =
30,139
Pounds
Total Riser Volume =
942
Cubic Feet
Buo ant Force of Riser =
588
Pounds
Volume of Sod over Tank =
9407
Cubic Feet
Buo ant Force of Sod over Tank =
5 870Pounds
Extra Concrete Volume =
4800
Cubic Feet
Buo ant Force of Concrete =
2 995Pounds
Volume of Soil over Ballast =
15600
Cubic Feet
Buo ant Force of Sod over Ballast =
9,734
Pounds
Total Upward Forces =
49,327
Pounds
Factor of safety = Total Downward = 125
Total Upward
1.25 > 1.00 = OK
`Riser volumes assumed to be 0 for downward force calculation, since HDPE risers are used for watertight seals

Subject Recirculation Tank
68250
Model. Stay -Right 3000 Gallon Tank
Depth of Water in Tank =
000
Buoyancy Calculations
Inside Length of Tank =
Volume (gal)-
3000
f Tank = 000 Cubic Feet
Inside Width of Tank =
Weight of Tank
Feet
=Weightof
Assume the following densities
650
Feet
Riser Diameter =
200
Feet
Concrete = 150
Pounds per
Cubic Foot
Riser Height =
050
Feet
Water = 624
Pounds per
Cubic Foot
Number of Risers =
2
Sod = 100
Pounds per
Cubic Foot
Total Riser Volume =
314
Cubic Feet
Buo ant Force of Concrete =
3,994
Riser Diameter =
250
Feet
Additional Ballast
Volume of Soil over Ballast =
22400
Riser Height =
050
Feet
Buo ant Force of Soil over Ballast =
13,978
Number of Risers =
0
Deadman Height =
200
Feet
Total Riser Volume =
000
Feet
Deadman Width =
200
Feet
Deadman Length =
800
Feet
Tank Top Length =
1300
Feet
Number of Deadmen =
2
Tank Top Width =
700
Feet
Tank Top Thickness =
050
Feet
Tank Top Volume =
4236
Cubic Feet
Concrete Ballast =
237
Cubic Yard
Top Surface Area of Ballast =
32
Square Foot
Tank Bottom Length =
1300
Feet
Tank Bottom Width =
700
Feet
Tank Bottom Thickness =
050
Feet
Extra Volume of Concrete =
6400
Cubic Feet
Tank Bottom Volume =
4550
Cubic Feet
Extra Wei ht of Concrete =
9,600
Pounds
Tank Side Length =
1300
Feet
Tank Side Height =
750
Feet
Volume of Sod over Ballast =
22400
Cubic Feet
Tank Side Thickness =
050
Feet
��Weight
Total Tank Sides Volume =
9750
Cubic Feet
of Sod over Ballast =
22 400
Pounds
Tank End Width =
700
Feet
Volume of Tank =
24761
Cubic Feet
Tank End Height =
750
Feet
Tank End Thickness =
050
Feet
Weight of Tank =
37,141
Pounds
Total Tank Ends Volume =
5250
Cubic Feet
Riser Volume =
000
Cubic Feet
Baffle Wall Width =
600
Feet
Baffle Wall Height =
650
Feet
Weight of Riser =
0
Pounds
Baffle Wall Thickness =
025
Feet
Baffle Wall Volume =
975
Cubic Feet
er Tank =
=Weightof
12707
Cubic Feet
Total Tank Side Height =
750
Feet
ver Tank =
12,707
Pounds
Minimum Soil Depth =
1 50
Feet
Minimum Water Weight
68250
Cubic Feet
Depth of Water in Tank =
000
Feet
Inside Length of Tank =
1200
Feet
f Tank = 000 Cubic Feet
Inside Width of Tank =
600
Feet
=Weightof
Inside Height of Tank =
650
Feet
r in Tank = 0 Pounds
Total Downward Forces =
81,849
Pounds 71
Total Tank Volume =
68250
Cubic Feet
Buo ant Force of Tank =
42,588
Pounds
Total Riser Volume =
942
Cubic Feet
Buo ant Force of Riser =
588
Pounds
Volume of Soil over Tank =
12707
Cubic Feet
Buoyant Force of Soil over Tank =
7,929
Pounds
Extra Concrete Volume =
6400
Cubic Feet
Buo ant Force of Concrete =
3,994
Pounds
Volume of Soil over Ballast =
22400
Cubic Feet
Buo ant Force of Soil over Ballast =
13,978
Pounds
Total Upward Forces =
69,077
Pounds
Factor of safety = Total Downward = 1.18
Total Upward
118>1.00=OK
'Riser volumes assumed to be 0 for downward force calculation, since HDPE risers are used for watertight seals

Subject: E -Z Treat Pod Flotation
Ualift Calculations
Pod Length =
775
ft
Assume the folowing densities
1467
Pod Width =
775
ft
cu ft IlTotal Weight of Trex Board = 81 #
Sod Area Over 5/4 Trex Board =
Pod Height =
300
ft
5/4 Trex Board = 60
# / Cu Ft
Natural Sod Depth (for Flotation) =
050
ft
Water = 624
# / Cu Ft
Fill Sod Depth (for Ballast) =
250
ft
Sod = 100
# / Cu Ft
5/4 Trex Board Length =
800
ft
are not counted in downward forces
5/4 Trex Board Width =
046
ft
5/4 Trex Board Thickness =
009
ft
Number of Boards =
4
Determine Upward Forces
Pod Area =
6006
sq ft
Pod Buried Volume =
3003
cu ft
IlTotal Buoyant Force of Basin =
1,874 #
5/4 Trex Board Area =
1467
sq ft
5/4 Trex Board Volume =
134
cu ft
IlTotal Buoyant Force of Trex Board =
84 =#
Sod Area Over 5/4 Trex Board =
1467
sq ft
Sod Volume Over 5/4 Trex Board =
733
cu ft
ITotal Buoyant Force of Sod =
458 #
Total Upward Forces = 2,415 #
Determine Downward Forces
5/4 Trex Board Area =
1467
sq ft
5/4 Trex Board Volume =
134
cu ft IlTotal Weight of Trex Board = 81 #
Sod Area Over 5/4 Trex Board =
1467
sq ft
Sod Volume Over 5/4 Trex Board =
3667
cu ft Total Weight of Sod = 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 = 250 ft
Basin Height = 400 ft
Sod Depth = 350 ft
Concrete Slab Length =
Concrete Slab Width =
Concrete Slab Thickness =
Determine Upward Forces
Basin Area =
Basin Buried Volume =
Concrete Area =
Concrete Volume =
Sod Area Over Concrete =
Sod Volume Over Concrete =
400 ft
400 ft
050 ft
491 sq ft
Assume the folowmg densities
Concrete = 150 # / cu Ft
Water = 624 # / cu Ft
Sod = 100 # / cu Ft
1718
cu ft
IlTotal Buoyant Force of Basin = 1,072 #
1600
sq ft
sq ft.
800
cu ft
Total Buoyant Force of Concret( 499 #
s
11 09
sq ft
11 09
sq ft
cu ft IlTotal Weight of Sod = 3,882 #
3882
cu ft
Total Buoyant Force of Sod = 2,422 #
Total Upward Forces = 3,994 # 11
Determine Downward Forces
Concrete Area =
1600
sq ft.
Concrete Volume =
800
cu ft Total Weight of Concrete = 1,200 #
Sod Area Over Concrete =
11 09
sq ft
Sod Volume Over Concrete =
3882
cu ft IlTotal Weight of Sod = 3,882 #
Total Downward Forces = 5,082 #
Factor of safety = Total Downward 1.27
Total Upward =
1.27>1.00=OK

First Pentecostal Church of Durham
NPDES Repair
E -Z Treat Treatment System
Equipment
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON-SITE WATER PROTECTION BRANCH
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO- IWWS 2015-03-R2
Issued To: E -Z Treat Company
PO Box 176
Haymarket, VA 20168
703-408-2911, Fax: [phone]
Contact: Carl Perry, President
Michael Stidham, Vice President
For: E -Z Treat Model 600 Pretreatment Systems
Approval Date: April 24, 2015
June 15, 2015 Tank Size and Sampling Revisions
January 6, 2017 Addition of Single Bulb UV Unit
In accordance with General Statute 130A-343, 15A NCAC 18A .1969 and .1970, a proposal by E -Z Treat
Company for an approval of subsurface wastewater systems utilizing the E -Z Treat Pretreatment systems
has been reviewed, and found to meet the standards of an innovative system when all of the following
conditions are met.
I General
A. Scope of this Innovative Approval
1 Design, installation, use, and operation and maintenance guidelines for E -Z Treat
Pretreatment systems to meet TS -I and TS -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
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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 long term acceptance rate specified in the
appropriate portion of the rules or the Innovative and Experimental system approval for the type of
ground absorption system to be used.
V. Special Site Evaluation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific drip approvals and Rule .1970(p).
VI Design Criteria
A. The E -Z Treat Pretreatment system shall be designed in accordance with the following criteria
1. All tanks, septic, recirculation, and dosing, must be approved by the Department and E -Z
Treat Company specifically for use with the E -Z Treat Pretreatment system.
2. The E -Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components, the first tank is a

IWWS-2015-03-R2
January 6, 2017
Page 3 of 10
septic tank and the second separate tank has a recirculation chamber and final dosing
chamber. The three tank configuration consists of three separate tanks, a septic tank, a
recirculation tank, and a final dosing tank
3. The E -Z Treat Pretreatment system consists of a septic tank, a recirculation tank/chamber, a
final dosing tank/chamber, and E -Z Treat media pod(s) as specified in Table 1 below.
Table 1— Model
600 and Tank Volumes
Design Daily
Flow
(gpd)
Minimum
Septic Tank
Volume
(gallons)
Minimum
Recirculation/Pump
Tank Volume
(gallons)**
Number of Media
Pods
< 480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Model 600 pod
5 Bedrooms
1,250
2,000
1 Model 600 pod
6 Bedrooms
1,500
2,200
2 Model 600 pods
601-1,500
V = 1.17Q* +
500
V = 1.17Q + 500
1 Model 600 pod per
600 gallons
1,501 — 3,000
V = 0.75Q +
1,125
V = 0.75Q + 1,125
1 Model 600 pod per
600 gallons
*Q — design daily flow
"Recirculation/pump tank minimum size based on total internal tank volume.
4 Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E -Z Treat Company for use with the E -Z
Treat.
5. The minimum required volume in the recirculation chamber/tank prior to discharge to the
dosing tank/chamber shall be the design daily flow
6. The recirculation tank/chamber will contain the recirculating splitter valve or an external
splitter box may be used. The recirculation tank/chamber shall have an inlet sanitary tee.
The sanitary tee shall be visible and reachable from the riser opening to serve as the influent
sampling point.
7 When the recirculation tank and dosing tank are combined, the 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 stdewall 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

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12 As the effluent enters the recirculation tank/chamber, this tank/chamber acts to further
separate the septic tank effluent. The effluent entering the recirculation tank/chamber is
charged by the recirculation pump to the media pod(s). The effluent is sprayed over the
media mattress(es) using a spray manifold of evenly spaced wide-angle spray nozzles. The
nozzles are manufactured with a free passage of 0.0625 inches in diameter. The system is set
to recirculate effluent through the media pod on an average of 4 to 6 times prior to discharge.
13 The effluent is sprayed on mattress(es) measuring a total area of 30 square feet The
mattress(es) are fabricated from a non -biodegradable, chemically resistant, loose weave
polypropylene material The openings in the weave allows for effluent and air flow while
containing the media The media inside the mattress(es) are made of a styrene material. The
specific gravity of this material meets the following entena• 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 alann, 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 imgation control panel). For pressure manifold and
LPP systems, the Aquaworx control panel or manufacturer approved equal shall be used. The
operator in responsible charge (ORC) of the system authorized in writing by E -Z Treat
Company must be able to access the panel directly on site and shall be available to the LHD
with 24-hour notice in the event a direct connection is necessary.
18 The UV disinfection system shall be rated for the appropriate discharge rate from the E -Z
Treat pod. The UV disinfection system will be one of the following•
a E -Z Set UV -1000S (single bulb);
b. E -Z Set UV -1000 (dual alternating bulbs); or
c Other UV systems specifically approved by the Department and E -Z Treat Company.
19 All access riser hatches shall be secured by approved tamper-resistant hardware approved by
the manufacturer or by other means approved by the manufacturer as equal. Riser
construction, attachment to tanks and security systems shall be pre -approved by the
Department and E -Z Treat Company in accordance with the E -Z Treat specific approvals for
the septic tanks and pump tanks, as applicable
20. Buoyancy calculations shall be completed by a NC Professional Engineer if any parts of the
tanks, pods, or other system components are installed in a seasonal high water table.
Additional ballast may be required.
21 Influent samples shall be taken from the inlet sanitary tee into the recirculation tank Effluent
samples shall be taken from the final pump doing tank or a spigot or sampling port that is
placed on the force main from the final dosing tank.
B. E -Z Treat Pretreatment systems shall be designed by a designer authorized in writing by E -Z
Treat Company or a NC Professional Engineer. Systems over 1,000 gallons per day shall be
designed by a NC Professional Engineer

IWWS-2015-03-R2
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Page 5 of 10
VII Installation and Testing
A. A preconstruction conference shall be required to be attended by the designer authorized in
writing by E -Z Treat Company, engineer (if applicable), installer authorized in writing by E -Z
Treat Company, and LHD prior to beginning construction of the E -Z Treat Pretreatment system.
B. All E -Z Treat Pretreatment systems shall be installed according to directions provided by E -Z
Treat Company Additionally, all E -Z Treat Pretreatment systems and components used with, but
not manufactured by E -Z Treat Company shall be installed in accordance with all applicable
regulations and manufacturer instructions.
C All individuals/companies installing E -Z Treat Pretreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of a new or repair installation. The
company/individual must be a Level IV installer and authorized in writing by E -Z Treat
Company.
D Watertightness of the tanks shall be tested by either of the following protocols: 24-hour
hydrostatic test or a vacuum test
1. Hydrostatic Test, 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 Y2 -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 '/z -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 Testa
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 Pi actices 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
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F Specified site preparation steps and construction specifications for the ground absorption system
shall be strictly adhered to, including specified depth of trenches in relation to site limiting
conditions, cover material specifications (if needed), trench installation method, etc.
G. The installer authorized in writing by E -Z Treat Company, the engineer or designer authorized in
writing by E -Z Treat Company, and the ORC authorized in writing by E -Z Treat Company shall
conduct an inspection/start-up of the E -Z Treat Pretreatment system and all associated system
components. The LHD personnel will attend and observe the inspection/start-up During the
inspection/start-up to include:
1 System watertightness testing.
2. Control panel operation and alarm settings.
3. Pump model numbers and time clock settings.
4. Pressure head on the E -Z Treat pod wastewater distribution system
5 Return flow to the septic tank set per design and recorded, when applicable
6. Riser hatches have tamperproof bolts, and/or riser lock ring.
VIII. Operation, Maintenance, Monitoring, and Reporting
A E -Z Treat Pretreatment systems shall be classified, at a minimum, as a Type Va system in
accordance with Table V(a) of Rule .1961(b). Management and inspection shall be in accordance
with Rules .1961 and .1970.
B All E -Z Treat Pretreatment systems require an operation and maintenance agreement between the
system owner and E -Z Treat Company, Inc., its authorized representative, or with an operator
authorized in writing by E -Z Treat Company as per Rule .1970 The system shall be inspected
according to Rule .1961 by a certified subsurface operator authorized in writing by E -Z Treat
Company according. The ORC shall be either an employee of E -Z Treat Company or authorized
in writing by E -Z Treat Company to operate and maintain the system. The operator authorized in
writing by E -Z Treat Company must have proper equipment and training to access and program
the control panels on site.
C. All E -Z Treat Pretreatment systems shall be operated and maintained according to the latest
version of E -Z Treat Company's O&M manual.
D. At each E -Z Treat Pretreatment system inspection the ORC authorized in writing by E -Z Treat
Company shall, at a minimum, observe, monitor, and record the following•
1. Wastewater level in all the tanks.
2. Sludge, scum, and grease levels in all the tanks.
3. Clogging of effluent filter
4. Watertightness of tanks, risers, and pipe penetrations at the tanks.
5. Operation of pumps, floats, valves, electrical controls, and alarms
6. Drainfield pump delivery rate (drawdown test), determination of the average pump run time,
and drainfield dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent, insect infestations, vegetative growth over the drainfield, or surfacing of effluent on
the drainfield area.
8 Sample of E -Z Treat Pretreatment system effluent collected from the sampling point to check
for effluent clarity and odor and a sample of influent, as required

IWWS-2015-03-R2
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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 CBODS and NH4-N. Systems specified to
meet the TS -II standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS -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
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Company, and the system owner in writing whenever repairs are indicated All maintenance
activities shall be recorded in the ORC reports provided to the system owner, LHD, and E -Z
Treat Company.
H Reporting
1. The ORC authorized in writing by E -Z Treat Company shall provide a completed written
report to the system owner, E -Z Treat Company, and the LHD within 30 days of each
inspection. At a minimum this report shall specify:
a. The date and time of inspection,
b. System operating conditions according to Section VII.D, VILE, and VII.F.
c. Results from any laboratory analysis of any influent and effluent samples,
d Maintenance activities performed since the last inspection report,
e An assessment of overall system performance,
f. A list of any improvements or maintenance needed,
g. A determination of whether the system is malfunctioning, and the specific nature of the
malfunction,
h. Any changes made in system settings, based on recommendations of the manufacturer,
and
i A summary report of data retrieved from the control panel verifying actual daily, 7 -day,
and 30 -day flows, flow variances, and other operating conditions.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of an E -Z Treat Pretreatment system at a site, the owner or owner's agent
shall file an application at the LHD for the proposed use of this system. After the LHD conducts a
soil and site evaluation, the LHD may issue an Improvement Permit or Authorization to Construct
or amend a previously issued Authorization to Construct allowing for the use of a E -Z Treat
Pretreatment system.
B. The Improvement Permit and Authorization to Construct shall contain all conditions the site
approval is based upon, including the proposed used of the Innovative system. The Operation
Permit will include all conditions specified in the Improvement Permit and the Authorization to
Construct.
C. When a special site evaluation is required pursuant to Rule .1970(p)(1) or a drip approval, as
applicable, an evaluation and written, sealed report from a Licensed Soil Scientist regarding the
site shall be provided to the LHD The report shall contain the information as specified in Rule
1970(p)(2) and "Requirements for Submittals of Soil Reports and Pretreatment and/or Dispersal
System Designs". The LHD may request the assistance of their Regional Soil Scientist in
evaluating this report prior to permit issuance
D. The E -Z Treat Pretreatment system shall be designed by one of the following• a designer
authorized in writing by E -Z Treat Company or a North Carolina Professional Engineer Systems
over 1,000 gallons per day, or as otherwise required for drip irrigation systems, shall be designed
by a North Carolina Professional Engineer.
E Prior to issuance of an Authorization to Construct for an E -Z Treat Pretreatment system, a design
submittal prepared by a designer authorized in writing by E -Z Treat Company or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD The

IWWS-2015-03-R2
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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/authonzed 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

NSF I
789 N. Dixboro Road, Ann Arbor, MI 48105 USA
RECOGNIZES
E- Z Treat
Haymarket, VA
AS COMPLYING WITH NSF/ANSI 40, 245, 350 AND ALL APPLICABLE REQUIREMENTS
PRODUCTS APPEARING IN THE NSF OFFICIAL LISTING ARE
AUTHORIZED TO SEAR THE NSF MAR{.
n�mM Mme
LUAL
CartifioabonProyram
P,
Aeetedtte the
Catitflephoa t'mgmm
American National
Aceredited hY the
Siaadnrds Institute
Standards muntt
of C anedn
711's certificate is the property of NSF International and must be retuned upon request This cortificetc remains valid as long ag this client has products in
Listing for the referenced standards. For the most a -milt and complete Listing information, please access NSF's website (www nsf org)
December 18, 2013
Certlficttte# Co 173848 - 02 Lou Bestelvelt
Bxecutive Vice President & CTO

0 NSF International
OFFICIAL LISTING
NSF International Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI standard 295 - Wastewater Treatment Systems - Nitrogen Reduction
This is the Official Listing recorded on December 18, 2015
E -Z Treat
P.O. Box 176
Haymarket, VA 20618
703-753-4770
Facility: Rocky Moant, NC
Rated
Capacity
Model Number Gallons/Day
#600 600
#1200 120D
Note Additions shall not be made to this document without prior evaluation and acceptance by NSF International
1 of 1
78Q N DfxLoro Road Ann Arbor Michigan 48105.9723 USA C0173848
1-800-NSF-h14JZK; 734-769-8010
%tip w nsf orb

v4 '
NSF International
OFFICIAL LISTING
NSF International Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI Standard 350 - Onsite Residential and Commercial Water Reuse Treatment Systems
This is the Official Listing recorded on December 18, 2015.
B -Z Treat
P.O. Box 176
Haymarket, VA 20618
703-753-4770
Facslity. Rocky Mount, NC
Rated
Capacity
Model Number Gallons/Day Classification Type
x{600 600 Class R Wastewater
#1200 1200 Class R Wastewater
NOTE Class R - Single Family residential dwellings
Note- Additions shall not be made to this document without prior evaluation and acceptance by NSP International
1 of 1
799 N Dmboro Road Ann Arbor. Michaean 48105-9-723 USA C0173848
1 -900 -NU -MARK! 734-769-8010
, w1v nsf arg

AW
A j A : 402/402F
a
Submittal Specification
A flexible pipe -to sinicture connector shall be employed In the
connection of the sanitary sewer pipe to precast structures. The connector
shall be CAST-ASEAL® 402/402F as manufactured by Press -Seal
Corporation, Fort Wayne, Indiana, or approved equal. The connector shall
be the sole element relied on to assure a flexible, watertight seal of the pipe
to the precast structure. The connector shall consist of a rubber gasket and
an external take-up damp
The rubber gasket element shall be constructed solely of syn-
thetic or natural rubber, and shall meet or exceed the physical property
requirements of ASTM C 923.
The external take-up damp shag be constructed of Series 300
nonmagnetic stainless steel and shag utlllze no welds In its construc-
tion. The clamp shag be Installed by torquing the adjusting screw using a
PRODUCT
SPECIFICATION
and SELECTION
iorque-setting wrench available from the connector manufacturer
Selection of the proper size connector for the structure and pipe
requirement, and installation thereof, shall be in strict conformance with the
recommendations of the connector manufacturer. Any dead end pipe stubs
Installed in connectors shall be restrained from movement per ASTM C 923.
The finished connection shall provide sealing to 13 psi (minl-
mum) and shall accommodate deflection of the pipe to 7 degrees (minl-
mum) without loss of seal,
Vacuum testing shall be conducted In strict conformance with
ASTM C 1244 prior to backfill Other testing shall be conducted In strict
conformance with the requirements of the connector manufacturer.
CAST-A-SEAL402
PIPE SIZE
PIPE 10.13 RANGE
WALLTHICKNESS'
APPLxCATION
4520250
125- - 2" (31 - 51 mm)
IS' - 2 75" (38 - 70 mm)
2 5" - W (64 -150 mm)
STANDARD
TANCE; 1N SULFURIC
D 534, AT 22°C FOR
r t1D:;179'r0rn>": -
2.5" - lst=TSO care) ^ i srA9J©'ARD
452 0402FI
4' (100 mm)
4.2' - 4 7' (107 -119 mm)
2 5" - 4,0' (54 -102 mm)
Closed Face
4yi �85E► „"' ` r6" (1 �4 fir}
5_ 'd` 6,`7, (157: ''C/o nlirl) 4
LOSS
TENSILE STRENGTH
CAS ADAPTER
3" (75 mm)
3 2- - 3 6' (81 - 91 mm)
BREAK
Use wdh 4" CAST•-e_SFnI
PRODUCT PERFORMANCE
CAST-A-SEAL4021402F meets andlor exceeds
all requirements of ASTM C 923, Including physical prop-
erties of materials and performance testing, including
• 13 psi minimum In straight alignment
• 10 psi at minimum 7°angle
• 1 D psi minimum under shear load of
150 lbs/in. pipe diameter
CAST -A -SEAL 402/402F meets and/or exceeds the
requirements of the following Standards, Specifica-
tions, Codes, and Test Methods.
• ASTM C 923 Standard Specification for Resilient Connectors
Between Reinforced Concrete Manhole Structures, Pipes,
and Laterals
• ASTM C 1644 Standard Speatk'cation for Rembent
Connectors Between Reinforced Concrete On -Site
Wastewater Tanks and Pipes
ASTM C 1478 Standard Spermcation for Storm Drain Resilient
Connectors Between Reinforced Concrete Storm Sewer
Structures, Pipes and Laterals
ASTM C 1244 Standard Test Method for Concrete Sewer
Manholes by the Negative Air Pressure (Vacuum) Test
IAPMO/ANSI 27000 Standard for Prefabricated Septic Tanks
•IAPMO/ANSI21001 Standard for Prefabricated Gravity
Grease Interceptors
• NPCA Best Practices Manual for Precast Concrete On -Sire
Wastewater Tanks
NOWRAModel Code Framework
Press -Seal believes all Information Is accurate as of his publication date )nformafion, specifications, and prices
are all subject to change without notice Press -Seal is not responsible for any inadvertent errors Copyright 2DI2.
63
Fax.Phone. [phone] PRESS -SEAL CORPORATION E-mail! sales@press-seal com
Fax [phone]
Protecting Our Planets Clean Water Supply Web: www.press-scal.com
ISG 90012008 R09W-1 - ISWIEC 17,725A.—di d
TYPICAL TEST RESULTS for CAST -A -SEAL 4021402F (as In ASTM C 1604, C 923 and C 1478)
Test
ASTM Test Method
Test Requirements
Typical R.k
CHEMICAL RESIS-
NO WEIGHT
TANCE; 1N SULFURIC
D 534, AT 22°C FOR
NO WEIGHT LOSS
LOSS
ACID and 1N
48 HRS
NO WEIGHT LOSS
NO WEIGHT
HYDROCHLORIC ACID
LOSS
TENSILE STRENGTH
D412
1200 PSI, MIN
2100 PSI
BREAK
D 412
35D%, MIN
525%
HARDNESS
D 2240 (SHORE A
t5 FROM THE
MANUFACTURER'S
<2
DUROMETER)
SPECIFIED HARDNESS
DECREASE OF 1S%,
ACCELERATED
D 573, 70.11 "C
MAX OF ORIGINAL
1856 TENSILE
CHANGE, -14%
OVEN -AGING
FOR 7 DAYS
ENSILE STRENGTH, DE-
ELONGATION
CREASE OF 2D%, MAX,
OF ELONGATION
CHANGE
D 395, METHOD B,
COMPRESSION TEST AT 70°C FOR 22 HRS
DECREASE OF 25%,
MAX OF ORIGINAL DE-
13%
FLECTION
D 471 IMMERSE 0 75
INCREASE OF 10%,
WATERABSORPTION
BY 2 -IN SPECIMEN
N DISTILLED WATE
MAX OR ORIGINAL BY
3 SD96
AT 70'C FOR 48 hrs
WEIGHT
OZONE RESISTANCE
D1171
RATING 0
PASS
LITTLE
BRITTLE POINT
POINT
D 746
NO FRACTURE AT -40'C
PASS
TEAR RESISTANCE
D 624, METHOD B
2D0 LBFIIN (MIN)
450 LBFAN
Press -Seal believes all Information Is accurate as of his publication date )nformafion, specifications, and prices
are all subject to change without notice Press -Seal is not responsible for any inadvertent errors Copyright 2DI2.
63
Fax.Phone. [phone] PRESS -SEAL CORPORATION E-mail! sales@press-seal com
Fax [phone]
Protecting Our Planets Clean Water Supply Web: www.press-scal.com
ISG 90012008 R09W-1 - ISWIEC 17,725A.—di d

(1) CAST -A -SEAL® 402/402 F
What It Is
CAST -A -SEAL 402/402F is a watertight
flexible connector that is cast into the structure
when the concrete is poured. The connector is
folded into the casting position and placed on the
reusable heavy-duty solid plastic mandrel that is
installed directly to the form. After the concrete is
cured, the form is opened, removing the mandrel
from the gasket, but leaving the CAST -A -SEAL
402/402F connector embedded in the concrete.
The gasket is then simply unfolded at the jobsite
and is tightened around the pipe using the sup-
plied stainless steel take-up clamp.
Why It's Better
• Simple cast -in design provides flexible
watertight connection.
• Eliminates infiltration and exfiltration.
• 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 stations, stormwater structures, or
any application requiring a flexible
watertight connector.
N.
• + V
�f
Attach mandrel Invert gasket Place gasket
to outside form Into casting and mandrel in
wall. position. form and pour.
CAST -IN BOOT -TYPE
CONNECTOR
for 1-114" to 6"PVC Pipe
(32 mm -150 mm)
a. • .1f1=1011117.1
CAST -A -SEAL 4021402F meets or exceeds
all requirements of the following Standards,
Codes, Specifications and(or Test Methods:
ASTM C 1227 1APM0 Z1000
ASTM C 1644 1APM0 Z1001
ASTM C 923 NPCA Best Practices
ASTM C 1244 NOWRA Model Code
ASTM C 1478
Scan for dck) Here To View More Info'
On This Product On The Webl
M
• ri
J
/
1�
r
Strip form and Invert gasket to outside
mandrel, leaving of tank, insert pipe and
gasket in place. tighten take-up clamp.
�. Way -1 wnovos as eoonlauon is accurate as m ns publication daft. Wwrnabon, specifications, and prices
are al subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 212.
Fhone;800-348-7325
Fax" [phone]
62
PRESS -SEAL CORPORATION Smailbsales@press-seal-nom
Protecting Our Planet's Clean Water Supply Web: www.press-scal.com
ISO 9001:7008RWaftlal • ISa7--C/7025A"ftAW
,..

� set
by INFILTRATOR
EZset by Infiltrator risers and lids are made from glass reinforced polypropylene,
providing superior strength and durability. They come in green or black and in
20", 24", and 30" diameters making them ideal for use with any concrete or
plastic tank. The slip resistant lids are fastened using stainless steel screws
and can be further secured by installing locking rings.
20" Riser System
■ 20" x 6" Risers (Green or Black)
■ 20" x 12" Risers (Green or Black)
■ 20" Lids (Green or Black)
20" x 6" Riser
�J
20" x 12" Riser
41
20" Lid
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)
s
24" x 6" Riser
30" Riser System
■ 30" x 12" Risers (Green or Black)
■ 30" Lids (Green or Black)
30" x 12" Riser
s •
24" x 12" Riser
24" x 18" Riser
Adapter Flange
24" Lid
30" Lid
- Adhesive Sealant
- 20" Locking Rings
- 20" Safety Pans
- 24" Locking Rings
- 24" Safety Pans
- 24" Adapter Rings
- 30" Locking Rings
Contact Infiltrator Water Technologies'Technical Services Department for assistance at 1-800-221-4436

d EZset
125 NP.
WALL THICKNESS
125 TYR
WALL THICKNESS
L, INFILTRATOR
S�
1 1
6.0 S I 211
SECTION A -A
SCALE 1'6 .300
20" x 6" Riser Cutaway
.125 TYP.
WALLTHICKNESS
24" x 6" Riser Cutaway
24" x 18" Riser Cutaway
INFILTRATOR WATER TECHNOLOGIES, LLC ("Infiltrator')
EZsetby Infiltrator LIMITED WARRANTY
ONE (1) YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY
(a) This limited warranty is extended to the end user of an EZset by Infiltrator riser and lid system and other accessories.
An EZset system manufactured by Infiltrator. when installed and operated in accordance with Infiltrators installation
instructions and local regulation by a licensed instaher, is warranted to you: () against defective materials and workmanship
for one (1) years after installation. Infiltrator will, at its option, (i) repair the defective product or Ili) replace the defective
materials. Infiltrator's liability specifically excludes the cost of removal and/or installation of the EZset system.
(b) In order to exercise its wamanfy rights, you must notify Infiltrator in writing at its corporate headquarters in Old Saybrook,
Connecticut within fifteen (15) days of the alleged defect.
(c) YOUR EXCLUSIVE REMEDY WITH RESPECT TO ANY AND ALL LOSSES OR DAMAGES RESULTING FROM ANY
CAUSE WHATSOEVER SHALL BE SPECIFIED IN SUBPARAGRAPH (a) ABOVE. INFILTRATOR SHALL IN NO EVENT BE
LIABLE FOR ANY CONSEQUENTIAL OR INCIDENTAL DAMAGES OF ANY KIND. HOWEVER OCCASIONED, WHETHER BY
NEGLIGENCE OR OTHERWISE. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR
CONSEQUENTIAL DAMAGES, SO THIS LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES
YOU SPECIFIC LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE.
INFILTRATOR"
systems inc,
4Business Park Road
P.O. Box 768
Old Saybrook, CT 06475
86G-577-7000• Fax [phone]
1-800-221-4436
www.infiltratorwater.com
.125 TYP.
WALL THICKNESS
Riser Specifications
20" x 12" Riser Cutaway
26"
. ESS 2
WALL THICKNESS 4
NESS
12o5*
121
L____SECTION Ae
SCALE 16 .300
26.375'--
24" x 12" Riser Cutaway
32'
30'
.125 TYP.
WALLTHICKNESS
'PX-Nlil
SECTION
SCALE 1 :6
.300
32.375-
30" x 12" Riser Cutaway
.121
(d) THIS LIMITED WARRANTY IS THE EXCLUSIVE WARRANTY GIVEN BY INFILTRATOR AND SUPERSEDES ANY PRIOR.
CONTRARY. ADDITIONAL, OR SUBSEQUENT REPRESENTATIONS, WHETHER ORAL OR WRITTEN. INFILTRATOR
DISCLAIMS AND EXCLUDES TO THE GREATEST EXTENT ALLOWED BY LAW ALL OTHER WARRANTIES, WHETHER
EXPRESS OR IMPLIED, OR STATUTORY
, INCLUDING ANY WARRANTY OF MERCHANTABILITY, FINESSE FOR A
PARTICULAR PURPOSE AND ANY IMPLIED WARRANTIES OTHERWISE ARISING FROM COURSE OF DEALING,
COURSE OF PERFORMANCE, OR USAGE OF TRADE. NO PERSON (INCLUDING ANY EMPLOYEE, AGENT, DEALER. OR
REPRESENTATIVE) IS AUTHORIZED TO MAKE ANY REPRESENTATION OR WARRANTY CONCERNING THIS PRODUCT,
EXCEPT TO REFER YOU TO THIS LIMITED WARRANTY. EXCEPT AS EXPRESSLY SET FORTH HEREIN, THIS WARRANTY
IS NOT A WARRANTY OF FUTURE PERFORMANCE, BUT ONLY A WARRANTY TO REPAIR OR REPLACE.
(e) YOU MAY ASSIGN THIS LIMITED WARRANTY TO A SUBSEQUENT PURCHASER OF YOUR HOME.
(F) NO REPRESENTATIVE OF INFILTRATOR HAS THE AUTHORITY TO CHANGE THIS LIMITED WARRANTY IN ANY
MANNER WHATSOEVER, OR TO EXTEND THIS LIMITED WARRANTY.
CONDITIONS AND EXCLUSIONS
There are certain conditions or applications over which Infiltrator has no control. Defects or problems as a result of such
conditions or applications are not the responsibility of Infiltrator and are NOT covered under this warranty. They include failure
to install the EZset system in accordance with instructions or applicable regulatory requirements or guidance, sharing the
EZset system wntrary to the installation instructions and disposing of chemicals or other materials contrary to normal EZset
system usage.
The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have
different warranty requirements. Any purchaser of an EZset system should contact Infiftrators corporate headquarters in Old
Saybrook, Connecticut, prior to such purchase to obtain a copy of the applicable warranty, and should carefully read that
warranty prior to the purchase of an EZset system.
U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336.017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329.959; 2,004,564 Other patents pending. Infiltrator,
Equalizer, Qu1ck4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies, is a registered trademark in Mexico.
Contour, Microl-eaching, PolyTulf, Chambe -Spacer, Multilaort, Posil-ock, QuickOut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies.
PolyLok is a trademark of PolyLok. Inc. TUF-TITE is a registered trademark of TUF-TETE. INC. Ultra -Rib is a trademark of IPEX Inc.
© 2013 Infiltrator Water Technologies. LLC. All rights reserved. Printed in U.S.A. SET01 06131SI

PaL �Inc.
Innovations in Precast Drainage Zabel
&Wastewaterpro ducIS A Division of Polylok Inc.
PL -122 Filter
PL -122 Effluent Filter
The PL -122 was the original Polylok filter. It was the first filter on the market with an automatic shut-off ball installed
with every filter. When the filter is removed for regular servicing, the ball will float up and prevent any solids from
leaving the tank. Our patented design cannot be duplicated.
Features:
• Offers 122 linear feet of 1/16" filter slots, which
significantly extends time between cleaning.
• Has a flow control ball that shuts off the flow of effluent
when the filter is removed for cleaning.
• Has its own gas deflector ball which deflects solids away.
• Installs easily in new tanks, or retrofits in existing systems.
• Comes complete with its own housing. No gluing of
tees or pipe, no extra parts to buy.
• Has a modular design, allowing for increased filtration.
PL -122 Installation:
Ideal for residential waste flows up to 3,000 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 -122 filter into tee.
5. Replace and secure the septic tank cover.
PL -122 Maintenance:
The PL -122 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 -122 cartridge 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.
Polylok offers the only filter on the market
where you can get more GPD by simply
snapping our filters together!
Patent Numbers
6,015,488 & 5,871,640
Filter Ready Adapter
Connects to Septic Tank Wall
repts 1/2" PVC
tension Handle
Alarm Switch
(Optional)
122 Linear Ft. of
1/16" Filtration
Slots
Iter Housing with
& 4" Pipe Adapter
' Filtration Slots
3,000 GPD
Gas Deflector
Automatic Shut -Off Ball
Outdoor SmartFilter® Alarm
Polylok, Zabel & Best filters accept
the SmartFilter® switch and alarm.
www.polylok.com 1-877-765-9565

P'OLYkOXInc.
Innovations in Precast, Drainage Zabel`
& Wastewater Products A Division of Polylok Inc.
INSTALLATION INSTRUCTIONS
Step 1:
(A) Locate the outlet of the septic tank.
(B) Remove tank cover and pump tank
if necessary.
®Certified to
NSF/ANSI Standard 46
MAINTENANCE INSTRUCTIONS
Step 1:
Locate the outlet of the septic tank.
D• NOT
REMOVED_WHEN FILTER IS
USE RUBBER GLOVES
WHEN CLEANING FILTER
INSTALLATION INSTRUCTIONS
PL-122/PL-525/PL-625 FILTER
Center filter
with opening
�0
wN
J �
LLO
2
Additional pipe or —
Polylok Extend & Lok'
for centering.
Step 2:
(A) Before installation, place the
filter housing on to the outlet pipe
(B) Make sure that the housing
is positioned so the filter can be
removed from the tank for
maintenance and service.
Step 2:
(A) Remove tank cover and pump
if necessary.
(B) Pull the filter out of the housing.
(C) Hose off the filter over the septic tank.
Make sure all solids fall back into the
septic tank.
Step 3:
(A) Glue the filter housing on the
outlet pipe.
(B) Insert the filter cartridge in the
housing, making sure the filter
cartridge is properly aligned and
completely inserted in the housing.
Step 3:
(A) Insert the filter cartridge back
into the the housing making sure
the filter is properly alighed
and completely inserted.
(B) Replace septic tank cover
Polylok, Inc. 3 Fairfield Blvd. Wallinqford, CT 06492 Toll Free: 877.765.9565 Fax: [phone] www.polylok.com

P AdoxInc. INSTALLATION INSTRUCTIONS
Y
& WasInnovationsewater
er Precast, Drainage � A Division of Polylok Inc. PL-525/PL-625 F 1 LT E R
&WastewaterProdutts `I
PL-122/PL-525/PL-625 FEATURES & BENEFITS
PL%.Vn Z� PL -525 PL -625
The PL-122/PL-525/625 Effluent Filter should 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. If the installed filter contains an
optional alarm, the owner will be notified by an alarm
when the filter needs servicing. Servicing should be
done by a certified septic tank pumper or installer.
RECOMMENDED PRODUCTS
Risers & Riser Covers
Polylok risers bring your
septic tank cover to grade
This allows locating and
servicing your filter easier
and time saving by elimi-
nating digging to find tank
entrance.
Extend & Lok TM
Polylok Extend & Lok TM
is a simple, easy to use
solution that can extend
the inlet or outlet pipe and
make filter and/or baffle
installation a snap.
Fits 3" and 4" pipe.
Features & Benefits:
* Rated for 10,000 GPD
® Certified to
d
NSFIANSI Standard 46
• PL -122 = 122 Linear Feet of 1/16" Filtration
PL -525 = 525 Linear Feet of 1/18" Filtration
PL -625 = 625 Linear Feet of 1/32" Filtration
*Accepts 4" and 6" SCHD. 40 pipe
* Built in Gas Deflector
*Automatic Shut -Off Ball when Filter is Removed
*Alarm Accessibility
*Accepts PVC Extension Handle
Riser Safety Screens
Polylok safety screens
prevent tragic accidents
from happening by children
and pets falling into open
septic tank entrances.
Filter Alarm Panel and
SmartFilterTM Control
Switch
Polylok filter alarm panels
and switchs provid a visual
and audible notification of
impending filter and tank
servicing.
For a full list of Polylok products please visit our web site at: www.polylok.com
Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: [phone] www.polylok.com

23.50 [59.7 cm]
22.75 [57.8 cm]
18.00 145.7 cm]
12.00 [30.5 cm]
INLET OPENING
41/2"(11.43CM) DIA. POLYETHYLENE
HERMETIC BALL
BALL CAGE TO ALLOW FOR
2.62" (6.65CM) TRAVEL OF BALL
FRONT VIEW
— 6.00 [15.2 cm]
WATER LINE
1.25
[3.2 cm]
G
4.50
[11.4 cm]
5.19
[13.2 cm]
G
if
.36
4 CLIPS TO RECEIVE PART NO. [.9 cm]
30145 (PIPE ADAPTER)
30144 (B.R. ADAPTER)
30142 (HOUSING)
cn
-
u ZNar-�r w�o�°sN� �zv
>�'> �
-0 n pgm"='imoz� oog
rn r zmcf<Ozm
�I
BACK VIEW PL -122 HOUSING
PART NO. - 30142
MATERIAL - POLYPROPYLENE
COLOR - WHITE
04.50
[11.4 cm-
ULTRA SONIC
WELDED JOINT
04.20 110.7 cm]
TOP VIEW
3.80 19.7 cm]
4.51 [11.5 cm]
03.63
m]
BOTTOM VIEW
r
\
I
\
� �
r
FRONT VIEW
— 6.00 [15.2 cm]
WATER LINE
1.25
[3.2 cm]
G
4.50
[11.4 cm]
5.19
[13.2 cm]
G
if
.36
4 CLIPS TO RECEIVE PART NO. [.9 cm]
30145 (PIPE ADAPTER)
30144 (B.R. ADAPTER)
30142 (HOUSING)
cn
-
u ZNar-�r w�o�°sN� �zv
>�'> �
-0 n pgm"='imoz� oog
rn r zmcf<Ozm
�I
BACK VIEW PL -122 HOUSING
PART NO. - 30142
MATERIAL - POLYPROPYLENE
COLOR - WHITE
04.50
[11.4 cm-
ULTRA SONIC
WELDED JOINT
04.20 110.7 cm]
TOP VIEW
3.80 19.7 cm]
4.51 [11.5 cm]
03.63
m]
BOTTOM VIEW

20.35 [51.7 cm]
20.35 151.7 cm]
122 LINEAR FEET(37.18 METERS)
6.00 115.2 cm I OF ii�IIf0111�01110d111��d!,IIfP0�d111111��Odllllf@!SII
��III�dIIP��II��dIIP00uiiIIIf800��IIIIfOB�IIIIIIIuOdllllFRONT VIEW
liuu�l
12 INDENTS FOR
ULTRASONIC WELDING
4.90 [ 12.4 cm ]
- WATER LINE '"11
OPTIONAL FLOAT SWITCH
PART NO. 3014B
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SIDE VIEW
PL -122 FILTER CARTRIDGE
PART NO. - 30141
MATERIAL - POLYPROPYLENE
COLOR - BLUE
[old
2" X 3 3/8" HANDLE
(5.08CM x 8.57CM)
' 4.18
110.6 cm]
HOLE TO ACCEPT
1/2" SCHD. 40 PIPE
FOR HANDLE.
R 1.09
2 RIBS TO KEEP
BALL IN POSITION
TOTAL FILTER AREA - 2.52 SQ. FT.
(2341 SQ CM)
LINEAR FT. OF 1/16" SLOT -122 FT
LINEAR METERS OF .158 CM SLOTS - 37.18 METERS
4.23
[10.7 cm]
4.00
[10.2 cm
1 n
2.97
[7.6 cm]
TOP VIEW
3.32
[8.4 cm]
�—I 30°
TYP. BOTTOM VIEW

NSF
The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday, April 06, 2016 at 12:15 a.m. Eastern Time. Please contact
NSF International to confirm the status of any Listing, report errors, or make suggestions.
Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information
by clicking on the below link for the most accurate information: bttp:/Iinfo.nsf.org/Certified/Wastewater/­Listings.asp?
Standard=o46&Company=7g58o&
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
3 Fairfield Boulevard
Wallingford, CT 06492
United States
877-765-9565
203-265-6340
Facility: Cheshire, CT
Septic Tank Effluent Filtersf i]
PL -122 PL -250
PL -525 PL -625
PL -68
[11 Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility : Evansville, IN
Septic Tank Effluent Filter Components[t]
A101 -12x20 Alol-12x28
A1o1-8x32 A18o1-018141
A3o1-12x36 A3oi-8x18
Ai01-12x36 A1o1-8x18
M801-022141151 A3o1-12x20
A3o1-8x26 A3o1-8x32
A1o1-8x26
A3o1-12x28
[1) Septic Tank Effluent Filter Components are exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

[41 Filter cartridges Certified in ABS and PVC materials.
[5) Failure sensing and signaling equipment of this product not evaluated by NSF.
Septic Tank Effluent Filters[2) 131
AlOO-12x20
Aloo-12x20-VC Aloo-12X2o/BALL
Aloo-8x18-VC
A100 -8x26 -VC Aioo-8x32-VC
A1800 -4x18 -VT -B40
A18O0-018-VTF-B35 A18O0-4x18-VTF-B40
A1800 -4x22 -VT -B40
A18OO-4x22-VTF-B35AiSOO-4x22-VTF-B40
A3O0-12x2o/BALL
A3oo-12x28-VC A3OO-12x36-VC
A3O0-8x32-VC
A600 -12x20 Moo-12x2o/BALL
Moo -8x18 -VC
Moo -8x26 -VC Moo -8x32 -VC
M00 -12X28 -VC Aloo-12X36-VC
A18OO-4x18-30142-68 A1800 -4x18 -VT -B35
A18Oo-4x22-30142-68A18Oo-4x22-VT-B35
A3oo-12x20 A3oo-12x20-VC
A3oo-8xl8-VC A300 -8x26 -VC
A600 -12x28 -VC Moo -12x36 -VC
[2] Suffix VC denotes a filter cartridge with Versa -Case assembly.
[31 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
Processing time was o seconds

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24"0 Cast Iron
Rings & Covers
Imprinted On Tank:
SRTC
PT -155
2000 Gal
Brought To Grade Date Of MFG
By Contractor
8"0 8 0
Knockout Knockout 1
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REINFORCEMENT: H-20 Bridge Loading
CONCRETE: 4000 PSI @ 28 DAYS
Stay Right P.O. Box 58659
• Raleigh, NC 827658
659
Phone [phone]
Pw"a, #%G, www.stayright.com
Sep -t' -C'
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36"
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REINFORCEMENT: H-20 Bridge Loading
CONCRETE: 4000 PSI @ 28 DAYS
Stay Right P.O. Box 58659
• Raleigh, NC 827658
659
Phone [phone]
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Sep -t' -C'
2000 Gallon Pump Tank
Traffic Rated

6" 12'-0"
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Rings & Covers
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SRTC
PT -1 56
3000 Gal
Date Of MFG
WW\3000gpt
REINFORCEMENT: H-20 Bridge Loading
CONCRETE: 4000 PSI Q 28 DAYS
Sta � Ri htP.O. Box 5 276 Raleigh, NC 27658
Phone [phone]
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8"0
Knockout
2"
211
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39"
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(2)-8"0 Knockout
1-1/2"0 Butyl Rubber
Sealant In Joint
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NonShrink Grout
Lifters
WW\3000gpt
REINFORCEMENT: H-20 Bridge Loading
CONCRETE: 4000 PSI Q 28 DAYS
Sta � Ri htP.O. Box 5 276 Raleigh, NC 27658
Phone [phone]
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8"0
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Recirculating Splitter Valves DtaSheetl
Applications
Orenco Recirculating Splitter Valves provide a guaranteed flow
split for accurate recirculation in onsite septic systems.
1 A
B
Q,
PVC Pipe (stinger pipe)
(not included)
Specifications
General
o.enco Systeme
Incorporated
Orenco Recirculating Splitter Valves (RSVs; US Patent X5,480,561)
are constructed of PVC and rubber components for corrosion
resistance. The RSV redirects 100% of the incoming flow to the
recirculation tank during periods in which the buoy is not seated,
and 80% when the buoy is seated. An inspection port is provided
for routine maintenance.
Standard Models
RSV2U, RSV3U, RSV4U.
Nomenclature
RSV X U
Unions included with product
Indicates inlet and exit pipe
size (inches►.
Model
RWILI
RSV3U
RSV4U
A (in)
51/2
71/2
91/2
B (in)
161/4
181/2
203/4
C (in)
2
3
3
Cage Diameter (in.)
13
13
13
Cage Height (in.)
191/4
191/4
191/4
Buoy Dia. (in)
111/2
111/2
111/2
Return Port Size (in)
3/4
1
11/4
Maximum Flow (gpm)t
60
100
150
t Inlet flow performance based on an inlet head pressure of three feet
Materials of Construction:
All Pipe & Fittings: PVC Sch. 40 per ASTM specification
Buoy: Rubber
NSU -SF -RSV -2
Rev. 2.1, © 9/99

E—,Z (4��WoTPJEAT
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.

EnZ4T
Re -Circulating Synthetic Filter
Why Choose E -Z Treat?
o Produces water reuse quality effluent
o Certified to NSF/ANSI Standards 40, 245, and 350
o Proven results for over 15 years through third party field testing
o Spray nozzles maximize oxygen contact through small water droplet size
o Simple to use and suitable for wide range of applications
o Prepackaged, lightweight pod for easy installation
Applications o Synthetic media:
Residential - Resists biological clogging
- Provides large, open surface area
Commercial or communif', - Allows free air flow
Intermittent or seasonal use - Requires no media cleaning
Space constrained sites
Harsh climates
Nitrogen sensitive areas
Water Reuse
Call: 703.753.4770 or visit: eztreat.net
©2017 E -Z Treat

Pre -assembled Pod
Flexible configurations
Multiple sizes availali
Lightweight pods
Non -clog media
High level denitrificatio
Optimized for water rgU&
E Z,,,�o T
Re -Circulating Synthetic Filter
1. Collection
Sewage flows from the home
or facility into a watertight
primary tank or chamber.
The solids settle and the
liquid effluent flows by gravity
through an effluent filter to
the system.
2. Treatment
The E -Z Treat Re -circulating
Synthetic Filter provides
passive biochemical treatment
through an active biof Im matrix. The styrene media is very uniform and provides
ample surface area for biological growth. The styrene media contains many
voids to accommodate optimum air and liquid flow. The spray nozzles create
very small water droplet size (mist), thereby maximizing oxygen contact.
3. Dispersal
The re -circulation chamber contains a float ball by-pass valve and re -circulation
pump. The by-pass valve connects to the 4" return line from the E -Z Treat pod.
The by-pass valve allows the effluent to be constantly re -circulated through
the styrene media. Treated effluent exits the by-pass valve and flows into a
gravity drainfield or into a pump
chamber for dosing LPP, drip
irrigation, or other pressurized NSF Testing Performance Summary
drainfields. Effluent is suitable Parameters Effluent, Avg.
for reuse. UV disinfection may
be required. BODS 2 mg/I
TSS 2 mg/I
DO 3.3 mg/I
Turbidity 2 NTU
E. coli * 2 MPN/100ml
pH 6.8-7.5
Total Nitrogen Reduction 64%
*with optional UV disinfection
Call: 703.753.4770 or visit: eztreat.net
©2017 E -Z Treat

Standard Model Package:
Item Description
1 STEP--2,9-Re-circulation Pump, 112 HP
2 Float By -Pass Valve
3 Control Panel
4 Styrene Media
*Septic tank effluent filter is supplied by others
Model 600
SPRAY MAM`OLD
PRESSURE GAUGE
11=1 am I
1
` k 1 • 1 1 • • ` • • - • frictionrrnHcalculations attached in this sectionJ
�• � �1j 1 i / t ` � . E
I
47.50
del 1200
�3/ " ll VALVE
GAME
1" •ALL VALVE 31.W
31.0
i
i
issu ' 1• w '
"WAY NOZZLE
E -Z QdsTREAT
O.Wthe NSF mark
are certified Class I
to one or mcrc of the followimi standards:
N5Fr'ANS140
NSF;ZSl245
NSF%ANS1350

E�Z �,.-,TREAT
Re -Circulating Synthetic Filter
Installation
or
Inspection Checklist
NSF)
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANS1245
NSF/ANSI 350
©2017 E -Z Treat 2-2017

Call: 703.753.4770 or visit: eztreat.net ©2017 E -Z Treat 1
Fre-construction Meeting
❑
Pre -construction meeting held?
x
Personnel present at pre -construction meeting (check all that apply):
j
❑ Owner
❑ Builder
❑ Engineer or Designer
❑ Regulator
❑ Installer
FA
❑ Service Provider
Septic Tank
❑
Septic tank sized per code or certification criteria?
❑
Is septic tank installed per manufacturer's requirements?
N
❑
Does septic tank, riser(s), and access cover(s) meet applicable structural standards?
❑
1/16" commercial effluent filter/screen installed on outlet?
❑
Is effluent filter/screen able to be removed for cleaning?
r -t
❑
Is septic tank accessible?
O�
❑
Are septic tank, risers, and access covers watertight?
7
0
Re -circulation Tank
❑
Re -circulation tank sized per code or certification criteria?
(A
.Q
❑
Is re -circulation tank installed per manufacturer's requirements?
(D
❑
Does re -circulation tank, riser(s), and access cover(s) meet applicable structural standards?
fi
❑
Is re -circulation tank accessible?
0•
❑
Are re -circulation tank, risers, and access covers watertight?
❑
All piping from septic tank to re -circulation tank installed per code?
n
❑
Is the by-pass valve installed in the re -circulation tank properly?
S
IT
ElIs
the by-pass valve inlet connection from E -Z Treat pod installed properly?
n
❑
Is the by-pass valve outlet connection to gravity drainfield or to drainfield pump tank/basin
installed properly?
fi
Dump
❑
Is pump installed per manufacturer's requirements and code?
❑
Is pump accessible and removable?
❑
Is quick disconnect method (union, camlock, or pitless adapter) installed? (Don't install a check valve!)
❑
Is 1/8" drainage and anti -siphon hole drilled in the PVC pump supply pipe just above the discharge
end of the pump?
❑
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 ©2017 E -Z Treat 1

W
r+
rt
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O
N
M
n
rp
O�
n
M
A
(A
r+
Force Main
❑ Is force main been installed with pressure rated fittings/pipe and per code?
❑ Are PVC fittings and pipe cleaned, primed, and glued properly?
❑ Is the force main sized according to manufacturer's recommendations?
❑ Is force main watertight?
❑ Is the force main installed to allow for drain -back to prevent freezing of piping, if applicable?
E -Z Treat Pod
❑ Stone pad size large enough for pod to set on (6'W x 91 x 4'H)?
❑ Stone pad depth sufficient and leveled for pod to drain towards 4" outlet?
❑ Is pod leveled and sloped 1" toward the bottom outlet drain?
❑ Is 4" return line to by-pass valve installed and per code?
❑ Are PVC fittings and pipe cleaned, primed, and glued properly?
❑ Is the return line sized according to manufacturer's recommendations?
❑ Is return line watertight?
❑ Pod lid secured and cleaned off?
Soil Grading Around Pad
❑ Is area covered with suitable topsoil (free from large stones or sharp objects) around the pod?
❑ Is suitable topsoil packed around pod?
❑ Is suitable topsoil been lightly compacted around lid of pod to prevent settling?
❑ Is the area been seeded and straw placed on top of topsoil for stabilization?
Control Panel and Electrical
Check all that apply:
Type of timer: ❑ Analog ❑ Digital
Elapsed Time Meter: ❑ Yes ❑ No
Cycle Counter: ❑ Yes ❑ No
Panel heater: ❑ Yes ❑ No
❑ Is control panel installed per manufacturer's requirements and code?
❑ Is a NEMA 4X junction box used for all float and pump connections?
❑ Are floats installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors, and the conduit sealed -off)
❑ Is power connected per code?
(type, gauge and length of wire, and the conduit sealed -off)
❑ Is conduit used between control panel and re -circulation tank?
❑ Is the re -circulation pump timer set based on the manufacturer's criteria?
Call: 703.753.4770 or visit: eztreat.net ©2017 E -Z Treat

Re -Circulating Synthetic Filter
Design Guide
and
Installation Manual
NSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANS1350
©2017 E -Z Treat 2-2017

TABLE OF CONTENTS
1.0 Treatment Process Overview 1
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,
Installing the Re -circulation Pump
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

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.
Table 1 Recommended System & Re -circulation Chamber
Sizes for Residential Applications
300
750
3001
1
400
750
400
1 1
500
900
500
1 1
600
900
600
1 1
700
1000
700
1 1
800
1000
800
2 1
900
1500
900
2 1
1000
1500
1000
2 1
1100
1500
1100
2 1
1200
2000
1200
2 1
1300
2000
1300
2 1
1400
2000
1400
2 1
Notes:
1. Tank sizing are not exact and may vary (+ or -10%) based on availability of locally
Media characteristics produced tanks.
can limit the number of 2. For seasonal or intermittent use applications, please contact us for design guidance.
doses possible. Media
re -aeration must occur
between doses. As the
effective size of the media decreases, the
time for drainage and re -aeration of the
media increases. The BODS loading should
decrease with decreasing effective size
of the sand.
Call: 703.753.4770 or visit: eztreat.net
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.
©2017 E -Z Treat

2.2 Filter Performance
When treating domestic strength sewage
(300 mg/I BODS or less) 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/I CBOD5 and 30 mg/I TSS).
Reductions in the CBOD5 and suspended
solids (TSS) influent concentrations will be
attained within a few weeks of commissioning
and should be consistently achieved over the
lifetime of the styrene media.
CBOD5 and suspended solids (TSS) treatment
performance in the styrene media is not
subject to significant variation with ambient
air temperature fluctuations.
2.3 Operating Costs
Power costs for pumping at 3 to 4 kWh/day
are in the range of $9 to $12/month.
The E -Z Treat Re -circulating Synthetic Filter
system incorporates technology resulting
from years of independent research in
re -circulation sand bio -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 particle size,
even distribution of effluent over the media,
and piping design that optimize treatment
within the system.
Call: 703.753.4770 or visit: eztreat.net
Table 2
NSF Testing Performance Summary
BODS
2 mg/1
TSS
2 mg/I
DO
3.3 mg/1
Turbidity
2 NTU
E. coli
2 MPN/100ml
pH
6.8-7.5
I Total Nitrogen Reduction
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 l BOD. Model 1200
can be continuously loaded at 1400 GPD and
4 l 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.
©2017 E -Z Treat

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
0
3
�_
141
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:
1 Model 600 Pod
2 STEP -20 Re -circulation Pump, 1/2 HP
3 Float By -Pass Valve
4 Control Panel
5 Septic Tank Effluent Filter (supplied by others)
Call: 703.753.4770 or visit: eztreat.net
Recirculation Pump is changed
to STEP 30 1 hp by E -Z Treat
Please see the pump curve and
friction/TDH calculations provided
by E -Z Treat
©2017 E -Z Treat 3

STEP Re Recirculation Pump is changed
—' -- to STEP 30 1 hp by E -Z Treat
Please see the pump curve and
friction/TDH calculations provided
Table 3 Pump Specifications by E -Z Treat
Shell
Stainless steel
Discharge
10, 20 and 30 GPM models: fiberglass -reinforced thermoplastic; 50 GPM models: stainless steel
Discharge Bearing
Nylatronm
Impellers
Delrin'
Diffusers
Polycarbonate
Suction Caps
Polycarbonate with stainless steel wear ring
Thrust Pads
Proprietary specification
Shaft and Coupling
Stainless steel 300 grade
Intake
Fiberglass -reinforced thermoplastic
Intake Screen
Polypropylene
Jacketed Cord
300 volt "SOOW" jacketed 10" leads (2 -wire with ground); optional 20", 30", 50" and 100" lengths available
Delrinm is a registered trademark of E.I. Dupont de Nemours & Company
Nylatron© is a registered trademark of Polymer Corporation
S.T.E.P. Plus® is a registered trademark of Pentair Water
In order to provide the best products possible, specifications ar subject to change
Table 4 Pump Performance — 20 GPM
0
300 r-
250
_., 200
co
i2
100
50
Capacity Liters per Minute
25 50 75 100
0 10 20
Capacity Gallons per Minute
80
60
E
c
40 a
x
r2
20
30
— — — — _J
Call: 703.753.4770 or visit: eztreat.net
©2017 E -Z Treat 4

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E -Z Treat Float Ball By -Pass Valve
E -Z Treat Re -circulation Pump Control
Model EZ SR -12
Re -circulation pump power source terminals T1 & T2
xrtE
4"
—,F,
High Level Alarm (top float) connects to terminals #5 and 6
UTLEt
4" WEIR
BALL
2.76"
Low Level Alarm (bottom float) connects to terminals #1 and 2
Wide Angle Pump "ON" & "OFF" timer activation (middle float) terminals #3 and 4
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E -Z Treat Re -circulation Pump Control
Model EZ SR -12
E -Z TREAT
N I
LEVEL
ALARM
» MDTuni
- MMA.
ct 0
1
UOTOR RATING
eo
•< 115V/IPM/ 1/2bp/16A mox 1
PI:YP 23OV/IPH/2hp/16A mox
181
° T131
1 2 3 4
3 GND
g
HIGH LEVEL
• OFF/TIMER ENABLE
SEE NOTES 3 & 4
•$REDUNDANT OFF
LOW LEVEL ALARM
J-4" TETHER-'
MOTOR RATING
115V/IPH/ 1/2hp/16A mox
23OV/IPH/2F1y/16A mox
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NOTE: Panel model & manufacture may vary
Panel to be provided by E -Z Treat
=y CONTROL/ALARM
115V/NPH/60Hz
IOAMP MIN. PROTECTION
PUMP
115 or 230V
�— 1PH/6OH7
20AMP MIN. PROTECTION
a
e 12
EXAMPLE: TG2ER SHOWN SET FOR 10 min.
RUN TIME EVERY 2hrs,
TO SET THE TIMER, USE A SCREnORIVER TO
CHANGE TIMER INCREMENTS (hrsmin,sec) UNTIL
THE DESIRED INCREMENT IS OtSPLAYED W WINDOW
ABOVE THE "ON' & 'OFF' ADJJSTMENT SCREWS.
THE DIAL RANGE CAN BE AMSTED FROM THE
LOWEST �0-1.2) TO THE HIGHEST (0-30) RANGE
BY ADDU T1NC THE LOWER LEFT A JUSTMENT
SCREW. SELECT AS SMALL A RANGE AS POSSIB:E
THAT WILL ALLOW 'ON' AND 'OFF" TIMES TO BE
CONTAINED WITHIN IT.USE THE LARGE OtAL (green
p@nter) TO SET THE 'OFF" TIME, AND THE SMALL
DIAL (red p&I(er) TO SET THE 'ON" TIME. THE
GRELN INLNCATOR WALL UGHT DURING THE 'OFF'
PERIOD. THE RED INDICATOR WILL UGHT DURING
TNr -rw" arR:nn
TORQUE SETTINGS:
TERMINALS:
TIRE SIZE: TOROJE:
P1, 10, 1L2
ITT, 1T2
4-14ow
45 in -lbs
10-18aw9__
T 8-22owg
_22 in -lbs
18-20 In-114—
P2
TBI 1-4
10-22owg
7-8 i) -lbs
CIRMY-EXIM—
ALL TERMINALS
10-22aw9
7-8 in-ibs
©2017 E -Z Treat 6

2.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material, the
Model 600 employs a spray manifold
with 8 evenly spaced wide-angle spray
nozzles and Model 1200 employs
12 nozzles. The nozzles are plastic
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
_ il'r BAIL VALVE
d --
1 '
GAA
► EE
WVGA y
j1"AALLVAIVE .•J.00 .IJ
a!
Is.w Ll
i
Model 120C i. _.......__six _ _ANAVHOME
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 air 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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Polypropylene Mattress Material
Styrene Media
©2017 E -Z Treat 7

2.8 Decentralized Design Options for Commercial, Community, or Large On-site Systems
BIG -
193.50
1 1/2' SUPPLY LINE
4" RETURN RETURN LINE
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©2017 E -Z Treat
,LD

JHAUIL'7:IIP,I;l
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©2017 E -Z Treat
t 1/2'
MANIFOLD

Golf Club (Haymarket, VA.) Effluent Dispersal Method: Low Pressure Pipe
This system was installed at the club Daily Flow: 20,000 GPD
in 2009. Treated Effluent Parameters: BODS: 10 mgl
TSS: 10 mgl
TN: 20 mg/I
Residential Cluster (Lake James. NC) Effluent Dispersal Method: Infiltrator Chambers
This system services a lake -side complex Daily Flow: 25.000 GPD
consisting of single family homes, apartments, Treated Effluent Parameters: BODS: 10 mgl
community center and swimming pool. TSS: 10 mgl
TN: 20 mg/I
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Motor Home Park (Smokey Mountains) Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 30.000 GPD
Treated Effluent Parameters: BODS: 10 mgl
TSS: 10 mgl
TN: >60%
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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 off load
the pod or transport it to the excavated hole;
nylon straps, chains or cables used to lift the
pod should be in good condition and rated for
at least 1000 pounds. The re -circulation pump
and control will be shipped in factory sealed
cardboard box, these items are not fragile but
should be handled with reasonable care not
dropped or thrown.
©2017 E -Z Treat 12

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'W x 9'L x 4'H.
■ Place 3/4" to 1" stone or equal to a height of
4" in the bottom of the excavation forming
a level base for the pod to set, this will
prevent settling of the pod and allow for
leveling of the pod.
■ Backfill the pod with clean fill soil, free of
rocks and foreign material. Do not compact
the fill, allow the soil to settle naturally.
■ Once the pod is placed in the excavation
adjust the pod to slope 1" toward the 4"
PVC outlet this assure proper drainage.
3.4 Piping the E -Z Treat Pod Supply
and Return
■ Once the pod is placed and leveled,
connect 4" PVC pipe between the outlet
of the pod and the by-pass valve located
in the re -circulation tank.
■ Attach 1" PVC supply line between the 1"
inlet on the pod and the re -circulation pump.
3.5 Installing the By -Pass Valve
The by-pass valve is located in the re -circu-
lation tank and one side is connected to the
4" PVC drain line coming from the pod and
the other side is connected to the 4" PVC
effluent discharge line or into the effluent
pump tank.
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Model 600 Pod
Flog
4" Outlet
Weir
©2017 E -Z Treat 13

3.6 Installing the Re -circulation Pump
Connect the 1" PVC pipe between the inlet of
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, this can be accomplished
with a union, camlock coupler or pitless
adapter.
DO NOT install a check valve in the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may cause freezing.
To ensure complete drainage of the spray
manifold drill an 1/8" hole in the PVC pump
supply pipe just above the discharge end of
the pump.
3.7 Setting Pump Control Floats (see 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
60% W
Liquid Level
Wide Angle
Float
Low Level
Alarm Float
4" above pump inlet
1/8" Hole
High
Level
Float
©2017 E -Z Treat 14

4.0 Start-up
Septic Tank and Re -circulation Tank
The septic and re -circulation tank shall be
inspected prior to start up to:
Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks. The sys-
tem must remain watertight to perform
properly.
2. Inspect the outlet effluent filter installation
to insure it is installed in accordance with
the effluent filter manufacturer's specifi-
cations.
3. Inspect the liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float.
4. Inspect the location of the float controls.
They should be securely attached to the
float bracket, free to float without
obstructions and the location of the floats
should correspond with the float diagram
on page 10.
Power Supply
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection water tight conduit.
Check the voltage and motor amp draw. If
the readings are beyond the limits speci-
fied on the pump have an electrician check
the main service line feeding the system
control panel.
By -Pass Valve
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection watertight conduit.
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.
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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 turn the
pump control to the "OFF" position repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight—do not use
wrenches or pliers. Re -set the pump con-
trol selector switch to the "AUTO" position.
2. Using the ball valve located in the manifold
supply line adjust the manifold pressure to
20 to 25 PSI.
3. Observe the system as it re -circulates.
Visually verify all liquids flows freely
through the system.
Setting the Re -circulation Pump Control
1. Check the functions of the E -Z Treat
Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF" switch
Function: Turns power ON or OFF
Control: System Setting Switch
"MANUAL ON" and "AUTO ON"
Function: "MANUAL ON" overrides all float
switches and time clock switches. "AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Control: Timer
"MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation
pump i.e. GPD re -circulated through media
Control: 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 off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode by turning the re -circu-
lation pump switch to "ON': The re -circula-
tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
©2017 E -Z Treat 15

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to
0
C
fl.
lD
!,J
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3
a)
iv
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 off and 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.
300
750
300
2.5
24
2.5
39
400
750
400
2.5
20
2.5
28
500
900
500
2.5
16
2.5
22
600
900
600
2.5
14
2.5
18
700
1000
700
2.5
21
2.5
15
800
1000
800
2.5
18
2.5
13
900
1500
900
2.5
15
2.5
11
1000
1500
1000
2.5
13
2.5
9
1100
1500
1100
2.5
12
2.5
8
1200
2000
1200
2.5
10
2.5
7.5
Nota: Tank sizing are not exact and may vary (+or -10%) based on availability of locally produced tanks.
Call: 703.753.4770 or visit: eztreat.net
02017 E-2 Treat 16

Re -circulation Pump Timer
Light will burn Green to indicate Re -circulation Pump is OFF
I
Light will burn RED to indicate
Re -circulation Pump is ON. ---
Rotate dial to desired minutes ON.
Clock face screw will change
the clock face from a maximum
time of 1.5 units to a maximum
of 30 units. Always set the clock fa
Window will display OFF "SEC", "MIN" or "HR".
Rotate OFF screw until "MIN" appears in window.
�..— OFF screw displays
Cry ! seconds, minutes or hours.
Window will display ON
"SEC", "MIN" or "HR".
• r , Rotate ON screw until
"MIN" appears in windo
ce to 30. t
ON screw displays seconds, minutes or ho
Rotate dial to desired minutes OFF.
Call: 703.753.4770 or visit: eztreat.net
W.
urs.
©2017 E -Z Treat 17

I
NOTE: Please refer to drawings for site
Appendix 1 Model 600 Typical Configurations configurations.
Note: Not a complete library of possible configurations. Contact E -Z Treat for more information.
1 -Pod / 2 -Tank with Simplex Timed Dose Re -circulation Pump
L11Y1M III II i
2 -Pod / 2 -Tank with Simplex Timed Dose Re -circulation Pump
1- L_ E
!� Li
r�
r --
MIT
Call: 703.753.4770 or visit: eztreat.net
©2017 E -Z Treat 18

Call: 703.753.4770 or visit: eztreat.net ©2017 E -Z Treat 19

en ix 2 Model 1200 Typical Configurations
ate. of a complete library of possible configurations. Contact E -Z Treat for more information.
1 -Pod 2 -Tank with Simplex Timed Dose Re -circulation Pump
t
i i
2 -Pod / 3 -Tank with Simplex Timed Dose a-cir lation Pump
'L
17__
a�•�r. � s
L.,
Fes• . �
A
--,------- -,
-------- -� _ - -a .,,.-
I W� I, I s �I
me rm¢ -FIEL DOSING
T
SEWC iNY( _ RwwuE ? _ ^
LU
do
Call: 703.753.4770 or visit: eztreat.net 02017 E -Z Treat 20
r=1=
A Y
Vr
I+
t
i i
2 -Pod / 3 -Tank with Simplex Timed Dose a-cir lation Pump
'L
17__
a�•�r. � s
L.,
Fes• . �
A
--,------- -,
-------- -� _ - -a .,,.-
I W� I, I s �I
me rm¢ -FIEL DOSING
T
SEWC iNY( _ RwwuE ? _ ^
LU
do
Call: 703.753.4770 or visit: eztreat.net 02017 E -Z Treat 20

Design Guide and Installation Manual — Appendix 2

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
'„
60-
��"►,JIIIYi■IL"
Model 1200 2 -Pod / 4 -Tank with Duplex Timed Dose Re -circulation Pumps
Call: 703.753.4770 or visit: eztreat.net
©2017 E -Z Treat 22

;i
a..g
-°° Design Guide and Installation Manual — Appendix 3
M
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i+
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I_
Appendix 4 High Strength Waste Case Study
Below are the test results of E -Z Treat Re -Circulating Synthetic Filter system in a high strength
waste application. This was a repair of a failed High Strength Aerobic Treatment Unit at a
restaurant. The effluent from the ATU plugged the drip field and the tubing had to be replaced.
The health department required the effluent to achieve residential strength quality before
dispersal to the subsurface drip tubing. The solution was to install two Model 1200 pods. The
state required monthly testing the first six months and annual testing thereafter. The average
daily flow is 1,500 GPD. The system has been operation since 2009 and the media has not
been replaced or cleaned.
Table 6 BOD Loading
Parameter Effluent, Avg
Daily Flow
1,500
Influent BOD loading
1900 mgll
Influent BOD mass load
24 lbs/day
BOD mass load per pod_�
12 lbs/day
Table 7 Commercial Test Results (sample restaurant)
Influent sample location: First septic tank outlet
Effluent sample location: E -Z Treat outfall
Note: System repairs completed by 7/9/2009
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02017 E -Z Treat 24

v
Sample pulled from the
�•
discharge side of the
^
0
High Strength Aerobic
Treatment Unit.
Pf
O•
3
a1
ro
Q
k�
Sample of treated
effluent pulled from
the discharge side of
the Model 1200 pods.
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Pump discharge tank BEFORE the repair of
a High Strength Aerobic Treatment Unit at
a restaurant metered forward flow average
of 1,500 GPD.
Pump discharge tank AFTER the repair of a
High Strength Aerobic Treatment Unit using
two Model 1200 pods metered forward flow
average of 1,500 GPD.
©2017 E -Z Treat 25

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

E�Z 711EAT
Re -Circulating Synthetic Filter
UV
Installation and
Maintenance
Guide
Note: Installation Only
Maintenance is in O&M Section
�SF j
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
©2017 E -Z Treat 2-2017

TABLE OF CONTENTS
1.0 UV Light System Installation
z �t1'o�i�elh�rsgsten'ri�9atnteh�arrcr �
Appendix 1: E -Z Treat UV System Configurations
Appendix 2: NSF Test Data

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 lamp 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.
-Z Treat UV System
Call: 703.753.4770 or visit: eztreat.net
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 lamp assemblies into the UV housing.
Caution: UV lamp housing connections
should be hand -tightened. DO NOT use
wrenches, pliers, or other tools to tighten.
5. Fill UV housing with water/effluent before
applying power to the UV lamps.
6. Turn power "ON" to the UV system.
Table 1
NSF Testing Performance Summary
BODS
2 mg/1
TSS
2 mg/1
DO
3.3 mg/I
Turbidity
2 NTU
E. coli *
2 MPN/100ml
pH
6.8-7.5
I Total Nitrogen Reduction L 64%
"with optional UV disinfection
©2017 E -Z Treat

Appendix 1 E -Z Treat UV System Configurations
-4"WELL CAP
4" RISER PIPE
TO GRADES
OUTLETS '4" INLET
c
c
LAMP
4"RISER PIPE
TO GRADE
4" OUTLET,, /4" INLET
4
NON -CORROSIVE 4' WELL CAP
REFLECTIVE t PROTECTIVE
SLEEVE,_____ f
ir
hI
17,00
I
UV LAMP/ ��UV LAMP
3400
*01U00
4" WELL CAP
UV
4"RISER PIPE
TO GRADE
Call: 703.753.4770 or visit: eztreat.net
Model 101
Single Lamp
Model 102
Dual Lamp
Model 404
Two Dual Lamps in Series
©2017 E -Z Treat 3

Appendix 2 NSF Test Data
Table 2
NSF Testing Pathogen Performance Testing
Date Influent E. coli Effluent E. coli
i
10/21/13
980,000
< 1.1
10/23/13
687,000
< 1.0
10/25/13
1,610,000
< 1.1
10/28/13
5,840,000
< 1.1
10/30/13
1,720,000
< 1.0
11/1/13
816,000
< 1.0
11/4/13
435,000
< 1.0
11/6113
816,000
< 1.0
11/8/13
921,000
< 1.0
11/11/13
816,000
< 1.1
11/13/13
770,000
< 1.0
11/15/13
579,000
< 1.0
11/18113
1,990,000
3.1
11/20/13
1,050,000
1.0
11/22/13
1,550,000
1.0
11/25/13
770,000
< 1.1
11/26/13
411,000
< 1.0
11/27/13
613,000
< 1.0
1212113
461,000
< 1.0
12/4/13
1,300,000
< 1.0
12/11113
411,000
< 1.0
12/13/13
517,000
< 1.0
12/16/13
687,000
< 1.1
12/18/13
387,000
< 1.0
12/20/13
548,000
1.0
12/23/13
579,000
< 1.0
12127/13
517,000
< 1.0
12/30/13
387,000
< 1.0
1/1/14
260,000
< 1.0
1/3114
1,200,000
< 1.0
1/6/14
127,000
< 1.0
1/8/14
387,000
< 1.0
1/10/14
156,000
< 1.0
1/13/14
345,000
1.0
1/15/14
210,000
2.0
1/17/14
102,000
< 1.0
1/20/14
62,700
< 1.0
1/22/14
158,000
< 1.0
1/24/14
81,600
< 1.0
1/27114
161,000
< 1.0
1/29/14
326,000
< 1.0
1/31/14
866,000
< 1.0
213/14
4,880,000
< 1.0
2/5/14
461,000
4.1
2/10/14
397,000
< 1.0
2/12/14
461,000
< 1.0
2/14/14
411,000
< 1.0
Call: 703.753.4770 or visit: eztreat.net
Table 3
NSF Testing Pathogen Performance Summary
Date Influent E. coli Effluent E. coli
Median 517,000 1.0
Min 62,700 1.0
Max 5,840,000 4.1
Avg 834,474 1.0
Std Dev 1,066,222 1.0
©2017 E -Z Treat

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

Recirculation Pump
STA -RITE" ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
c us
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 will handle
"dry run" conditions.
The 10, 20, 30 and 50 GPM are industry
standard 3-3/4" in diameter.
Filtered Effluent... for residential,
commercial, and agricultural use.
Shell— Stainless steel
Discharge —
10, 20 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 "SOOW"
or 300 Volt "SJOW" jacketed 10' leads
(2 -wire with ground); optional 20', 30', 50'
and 100' lengths available
In order to provide the best products possible, specifications are subject to change.
PENTAIR
Proven "Floating Impeller" Staging
System — Incorporates 1st -in -class
performance, sand handling and thrust
management staging system with the
industry exclusive "dry -run" design
element. Reinforced engineered composites
and stainless steel, offering high resistance
to corrosion and abrasion.
Discharge — Tested -tough, fiberglass -
reinforced thermoplastic, with proven
internal check valve. Large wrench flats and
rope hole.
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 Nytatron bearing resists wear
surface from sand.
Motor Bracket — Tested -tough, fiberglass -
reinforced thermoplastic; incorporates an
integral suction screen.
S11411WS

Recirculation Pump
STA-RITE'ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
CATALOG
NUMBER
HP
STAGES
MAX. LOAD
AMPS
VOLTS
PHASE/
CYCLES
CORD
LENGTH
STEP10
1/2
7
12.0
115
1/60
10'
STEP10X10OFT-05121
1/2
7
12.0
115
1/60
100'
STEP10X30FT
1/2
7
12.0
115
1/60
30'
STEP10X50FT
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'
STEP20X50FT
1/2
5
12.0
115
1/60
50'
STEP30-05121
1/2
3
9.5
115
1/60
10'
STEP30X100FT-05121
1/2
3
12.0
115
1/60
100'
STEP30X30FT-05121
1/2
3
12.0
115
1/60
30'
STEP30X50FT-05121
1/2
3
12.0
115
1/60
50'
STEP30-05221
1/2
3
4.7
230
1/60
10'
STEP30X100FT-05221
1/2
3
4.7
230
1/60
100'
STEP30X30FT-05221
1/2
3
4.7
230
1/60
30'
STEP30X50FT-05221
1/2
3
4.7
230
1/60
50'
STEP30-10221
1
5
9.1
230
1/60
10'
STEP30X100FT-10221
1
5
9.1
230
1/60
100'
STEP30X30FT-10221
1
5
9.1
230
1/60
30'
STEP30X50FT-10221
1
5
9.1
230
1/60
50'
STEP30-15221
1-1/2
6
11.0
230
1/60
10'
STEP30X100FT-15221
1-1/2
6
11.0
230
1/60
100'
STEP30X30FT-15221
1-1/2
6
11.0
230
1/60
30'
STEP30X50FT-15221
1-1/2
6
11.0
230
1/60
50'
STEP50-10221
1
3
9.1
230
1/60
10'
STEP50X100FT-10221
1
3
9.1
230
1/60
100'
STEP50X30FT-10221
1
3
9.1
230
1/60
30'
STEP50X50FT-10221
1
3
9.1
230
1/60
50'
STEP50-15221
1-1/2
4
11.0
230
1/60
10'
STEP50X100FT-15221
1-1/2
4
11.0
230
1/60
100'
STEP50X30FT-15221
1-1/2
4
11.0
230
1/60
30'
STEP50X50FT-15221
1-1/2
4
11.0
230
1/60
50'
NOTE: Cord length shall be determined by site condition.
51141 iWS

Recirculation Pump
Note: Please see pump curve
STA-RITE'ST.E.P Plus Series Provided byE-Z Treat
4" high -head multi -stage submersible effluent pumps
30C
25C
1- 200
W
W
LL
Z
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
50
0 10 20 30
CAPACITY GALLONS PER MINUTE
0 10 20 30
CAPACITY GALLONS PER MINUTE
PERFORMANCEPUMP I GPM
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175 0 50 100 150 200 250 00
1 1 I I I I� 120
225 �
200 60
too
175
50
it F 80
LU w
40 W LLLL
Z
Z
p W 60
30 W
S J
C r0 40
20 ~
20
10
F 150
W
W
LL
? 125
O
W
= 100
J
F
0
r 75
50
25
0 10 20 30 40
CAPACITY GALLONS PER MINUTE
MM
MW
—0
in
mm:NSMM
M
I
r
kll%k�ll
11111131
011111101
mrAL41
MMMM
ENIN
0 10 20 30 40
CAPACITY GALLONS PER MINUTE
35
30
25 it
W
W
i
20 Z
WO
Q
15 =
J
10
5
p - 0
50 0 10 20 30 40 50 60 70 80
CAPACITY GALLONS PER MINUTE
3 S11411WS
look,
in
M
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kll%k�ll
11111131
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mrAL41
35
30
25 it
W
W
i
20 Z
WO
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15 =
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10
5
p - 0
50 0 10 20 30 40 50 60 70 80
CAPACITY GALLONS PER MINUTE
3 S11411WS

Recirculation Pump
STA-RITE'ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
OUTLINE DIMENSIONS
10 GPM, 1/2 HP=13"
20 GPM, 1/2 HP = 13-1/4"
30 GPM, 1/2 HP = 11-1/2"
30 GPM,1 HP = 14"
30 GPM ,1-1/2 HP = 15-1/4"
50 GPM ,1 HP = 13-1/4"
50 GPM, 1-1/2 HP = 15-1/4"
10 GPM, 1/2 HP = 21-1/2"
20 GPM, 1/2 HP = 22-1/4"
30 GPM, 1/2 HP = 22-1/2"
30 GPM, 1 HP = 27-1/2"
30 GPM, 1-1/2 HP = 30-1/4"
50 GPM, 1 HP = 26.3/4"
50 GPM, 1-1/2 HP = 30-1/4"
1-1/4" NPT _
DISCHARGE
2" NPT DISCHARGE
(50 GPM ONLY)
Dimensions (in inches) are for estimating purposes only.
►�►
PENTAIR Because we are c 293 WRIGHT STREET, DELAVAN, WI 53115 WWW.STA-RITE.COM PH: 888-782-7483 ORDERS FAX: [phone]
ontinuously improving our products and services, Pentair reserves the right to change specifications without prior notice.
S11411WS 109/10/141

Recirculation Pump
E -Z Treat
Mod.#600
20PSI @ 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
s0
60
.:
0

22F
200
175
F 150
W
W
W
? 125
0
Q
W
= 100
J
F
0 75
KI
Recirculation Pump
E -Z Treat
Mod.#600
Dual Pods
20PSI @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
8 Nozzles Per Mod.#600
Total Flow Required 27.2 GPM
CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175
1 1 1
0 10 20 30 40 50
CAPACITY GALLONS PER MINUTE
-60
-50
10
0
MMMMIR
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MEN
===
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MMMMMM
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is
0 10 20 30 40 50
CAPACITY GALLONS PER MINUTE
-60
-50
10
0

Recirculation Pump
E -Z Treat
Mod.#1200
20PS1 @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
12 Nozzles Per Mod.#1200
Total Flow Required 20.4 GPM
ITY LITERS PER MINUTE
50 75
30C
250
W 200
W
W
Q 150 2p
_
l'p
J
a
O
1- 100
50
Of
20
CAPACITY GALLONS PER MINUTE
W
U)
60 W
F-
W
z
Z
a
a
40 =
J
4
H
O
H
20
0
30

Aideron Industries
Submittal
Date:
Job:
Model: 8114
Electrical: MAX `S
UL 508 Indogri8i Controls
UL 698A Intrinsically Safe Controls
Subminal Information

Aideron In
Submittal
Date:
Job:
Model: 8114
Electrical: 120/230, 20AMPS
MAX
UL 508 Industrial Controls
UL 698A INVIRSIC311Y Safe CORIFOIS
lI I-of
'
.I I •I' • • � 11 i �i � • . • • + a

PUMP
Incoming Power
120/230 VAC, 50/60HZ
G L1 L2/N
L3 T3
GL
Tj 2 T? PUMP LOAD
120/230 VAC, 20Amps Max, 50/60 HZ
L1 T1 T1 PUMP1 PUMPS MUST CONTAIN INTEGRAL
C81�— —�—I �e THERMAL OVERLOAD PROTECTION!
25A M1 GROUND TO
GROUNDLUG
L3 T3
CONTROL
Incoming Power
120 VAC, 50/60HZ L2T�2 T2 PUMP LOAD
I_—LJ— 120/230 VAC, 20Amps Max, 50/60 HZ
L1 NL1 T1 T1 PUMP2 PUMPS MUST CONTAIN INTEGRAL
—0 --& -- THERMAL OVERLOAD PROTECTION!
CB2 M2 GROUND TO
25A GROUND LUG
F2 F1 D
HAND SW1
11CR114 TIMER ENABLE TDI ALT °OFF
TB3 T84 6 8 1 8
AUTO
ALT
2
ALT HAND SW2 Alarm
CR4
7 oOFF M2
CR2 11 14
AUTO
21 24 TB7101 TB8
i -
I I
AUXILIARY
3 AL 6 DRY CONTACT
5A, 120V MAX
Al n A2
Branch Circuit Protection Device/Disconnect Means Field Provided -
size per manufacturing specifications for pump/motor
F1, F2 FUSE MUST BE
--- FIELD WIRING
ALARM BEACON
FS2 -
FS1 - Timer Enable
WITH 1 AMP
o
Low Level
GROUND LIIG
DREPLACED
5mmX20mm TYPE
...... FIELD SUPPLIED
O
TEST/SILENCE SWITCH
FAST ACTING 250 V MAX.
®TERMINAL BLOCK
B
ALARM BUZZER
M1,2
FS3 - Lag/High Alarm
G1,2
TB7 T
GL
IB8
Lsixl
FS1 - Low Alarm
WPower
TB1 T32
TD1
120VAC Control Wiring = RED
d
CRl
21 ti 1 22
F1, F2 FUSE MUST BE
--- FIELD WIRING
ALARM BEACON
FS2 -
FS1 - Timer Enable
WITH 1 AMP
o
Low Level
GROUND LIIG
DREPLACED
5mmX20mm TYPE
...... FIELD SUPPLIED
O
TEST/SILENCE SWITCH
FAST ACTING 250 V MAX.
®TERMINAL BLOCK
B
ALARM BUZZER
M1,2
TB
G1,2
PUMP RUN INDICATOR
GL
Wiring = BLK
WPower
FLOAT SWITCH
TD1
120VAC Control Wiring = RED
Neutral = WILT
Ground = GRN
�=
TIGHTENING
AWG/OR TOROUS IN INCH
�—
POUNDS
CIRCULAR
MILL SIZE SCREW EkTERNAL
DRIVER DRIVE
WRENCH
�
14 5 5
12 5
This control panel is for duplex 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 lead 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 and lag pump will start.
Al R1 A2
Al A2
R
TB1 TB2 TB3 TB4 TB5 TB6
II I
o FS3 -
ALARM BEACON
FS2 -
FS1 - Timer Enable
Lag/High Level
o
Low Level
GROUND LIIG
12
R2 14 I Y SW3 I I RI3
111 1 14 Al
Test
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
A2 *FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
Off[HO
On o
0 6 $ Off
1
?12
Scale Min
® G - Off
R- On On
To set the timer, use a screwdriver to change timer
Scale (0-12 most common). Use a screwdriver to
o S
z r� '� 1
0
Q
'v
0
8 a
vD
�`"
a
E E § Y m
=z'Z0'EY,
0 3 o t
foa6ua
change the "On" time increments (minutes most Sheet Description:
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 Production Schematic
(this example is 2 minutes). Turn the dial with
the Green line to the desired "Off' time (this
example is 4 Hours). Sheet No:
Notes: 1 1
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. y 1
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 enclosure.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided. nr
07-29-2013 Version; Rev AAG, MECH-00000049
LEGEND
CR
CONTROL RELAY
CB
CIRCUIT BREAKER
GL
GROUND LIIG
SW1,2
HOA SWITCH
SW3
TEST/SILENCE SWITCH
R I
ALARM BEACON
B
ALARM BUZZER
M1,2
MAGNETIC CONTACTOR
G1,2
PUMP RUN INDICATOR
GL
GROUND LUG
FS
FLOAT SWITCH
TD1
Repeat Cyde Timer
Off[HO
On o
0 6 $ Off
1
?12
Scale Min
® G - Off
R- On On
To set the timer, use a screwdriver to change timer
Scale (0-12 most common). Use a screwdriver to
o S
z r� '� 1
0
Q
'v
0
8 a
vD
�`"
a
E E § Y m
=z'Z0'EY,
0 3 o t
foa6ua
change the "On" time increments (minutes most Sheet Description:
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 Production Schematic
(this example is 2 minutes). Turn the dial with
the Green line to the desired "Off' time (this
example is 4 Hours). Sheet No:
Notes: 1 1
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. y 1
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 enclosure.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided. nr
07-29-2013 Version; Rev AAG, MECH-00000049

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 enclosure.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
Sheet Description:
Sheet No:
1 1
Of

First Pentecostal Church of Durham
NPDES Repair
E -Z Treat Treatment System
Operation and Maintenance Plan
SEAL
17069 =
s Mac°°`��'�/
MacConnell & Associates, P.C.
1101 Nowell Road, Suite 118
Raleigh, North Carolina 27607
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Operation and Maintenance Plan
System Background
The wastewater treatment system is designed to treat a maximum of 1,000 gallons per day of
wastewater generated from the church to comply with the existing discharge permit. The system
will consist of an existing septic tank with effluent filter, an existing E -Z Treat recirculation tank,
two (2) new E -Z Treat treatment unit, and ultraviolet disinfection unit. 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 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 tank through the effluent bypass
valve, or to the ultraviolet disinfection unit. Ultraviolet disinfection unit effluent flows by
gravity to the existing discharge point. Each of these treatment units are described in additional
detail below.
Septic and Recirculation Tank
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in the septic tank. This tank will be as specified on the construction drawing, or
approved equal by Engineer. The tank shall provide greater than 2 days of detention time
providing for adequate anaerobic treatment and solids removal from the wastewater. The septic
tank will contain a Polylok, or approved equal effluent filter to prevent solids from reaching the
E -Z Treat recirculation tank.
The E -Z Treat recirculation tank will be provided as specified on the construction drawings, or
approved equal by Engineer. Septic tank effluent will drain into the recirculation tank.
Wastewater will be pumped from the recirculation tank onto the E -Z Treat treatment unit media,
and the treatment unit effluent will flow by gravity back into the recirculation tank or to
ultraviolet disinfection unit.
The recirculation tank 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 tank so that the
operator may turn on the pump to empty the tank. 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 two (2) Sta-Rite 1 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
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P C Project No A63201 00 1

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.
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(s) will be provided by E -Z Treat. The treatment unit will be dosed by two (2)
Sta-Rite 1 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 recirculation
chamber.
Ultraviolet Disinfection Unit
The ultraviolet disinfection unit will be used to treat the E -Z Treat treatment unit effluent before
it reaches the field dosing / storage tank. The ultraviolet disinfection unit shall be E -Z Treat (E -Z
UV Model 102) 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 68 gallons
of septic tank effluent every 14 — 20 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 doesn't energize the pump, the wet well (recirculation tank)
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 be existing. No heavy traffic shall be
driven over the treatment units.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P.0 Project No A63201 00
2

System Maintenance
To ensure a smooth operating system, regular maintenance shall be performed on each treatment
unit. The maintenance for each unit is detailed on the plans and is displayed in the following
table.
Further system maintenance information shall refer to the manufacturer's literatures.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, PC Project No A63201 00

Operation and Maintenance Tasks
Unit
Frequency
Task
3 — 6 months
Check for solids accumulation, blockages, or
Septic Tank: damage
baffle damages, m/exfiltration, pump septage.
12 months
Pump out accumulated solids if necessary,
Septic Tank: solids and scum
remove scum layer.
Effluent Filter.
Testing
3 — 6 months
Check and clean as needed.
Effluent Filter:
12 months
Clean or replace each time septic tank is
Replacement
pumped.
monthly
Inspect control/alarm panel, recirculation tank,
E -Z Treat Treatment Unit
and E -Z Treat treatment unit (filter pod).
E -Z Treat Treatment Unit
3 — 6 months
Check for leaks or ponding on filter media
Pressure wash or replace filter media if clogged
weekly
Wipe (clean) UV lamp, check intensity and
Ultraviolet Disinfection
replace lamp when required.
Recirculation Tank.
weekly
Check pump, controls, alarms, elapsed time
Pump and Controls
meter
Recirculation/Discharge Tank:
3 — 6 months
Check for solids accumulation, or infiltration
Solids and Potential Leaks
and exfiltration.
Recirculation/
Discharge Tank-
12 months
Remove scum layer when septic tank is pumped.
Scum Accumulation
Pump, Distribution Piping, and
monthly
Check system for leaks. Check spray nozzles for
Alarm System
clogging and clean if necessary
Control Panel and
6 — 12 months
Check amp readout and compare to
Pump Efficiency
manufacturers instructions
*Tanks should not be pumped during wet conditions.
**See attached manufacturer's literature for E -Z Treat O&M.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, PC Project No A63201 00

Parts Replacement Schedule and Costs
Unit
Frequency
Cost
E -Z Treat Media
10 — 20 years *
$500.00
Ultraviolet Bulb
1 year
$140.00
Septic Tank(pumping)
1 year
$200.00
* Frequency dependent on actual media filter loading rates and wastewater strength.
First Pentecostal Church of Durham
NPDES Repair — E -Z Treat Treatment System
MacConnell & Associates, P.0 Project No. A63201 00

eZ4!�nREa,T
Re -Circulating Synthetic Filter
f
Operation
and Maintenance
Manual
NSF
Models bearing the NSF mark are certified Class I
to one or more ofthe following standards
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
©2017 E -Z Treat 2-2017

1.0 General Instructions
2.0 Basic Operation and Maintenance Requirements
2 1 Septic Tank
2 2 Re -Circulation Tank
2 3 Control Panel/Pumps/Alarms
24 E -Z Treat Re -circulating Synthetic Filter
Z 5 Cleaning the Filter Media
2 6 Replacement of Media Mattress
3 0 Attention System Owner and Users
1
2
2
3
3
4
5
6
7

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1.0 Genesi �nstr ct,lo is
E -Z Treat Company requires regular life time inspection and lifetime maintenance of the E -Z Treat
Re -circulating Synthetic Filter, as a condition of purchase and ongoing operational compliance.
The inspection and maintenance interval should be no less than annually For NSF listed systems
or per applicable state regulatory requirements, the inspection and service interval shall be a
minimum of every 6 months for the first two years and at a frequency per state regulations there-
after The mandatory service contract will include a performance based system inspection. The
service provider must be trained and certified by E -Z Treat Company or authorized representative
All inspection and maintenance reports
must be forwarded, along with any
additional documentation, to E -Z Treat
Company, the local authorized E -Z Treat
Dealer, and all required or designated
regulatory agencies
This manual contains a list of the
routine maintenance procedures that
are required by E -Z Treat Company.
Failure to perform the required system
maintenance could reduce the desired
performance of the system and will
void the warranty on the E -Z Treat
Re -circulating Synthetic Filter system.
The E -Z Treat Re -circulating Synthetic Filter system should be inspected by an
authorized service provider at start-up and for all inspections thereafter.
E -Z Treat Re -Circulating Synthetic Filter Pods
Model 600
Model 1200
Pods can be configured in multiples for higher flow systems
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©2017 E -Z Treat

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2.0 Basic Operation and Maintenance Requirements
2.1 Septic, Tank
The septic and re -circulation tank shall be
inspected annually to ensure they are oper-
ating properly Remove the access covers
over the tank openings to perform the
inspection.
1. Verify the lid and riser assemblies are
watertight Check for any damaged, water
weeping marks, holes or cracks The system
must remain watertight to perform properly.
2. Remove, clean and replace the outlet
effluent filter in accordance with the
instructions provided by the effluent filter
manufacturer
3. Inspect the liquid level in the septic tank,
it should be level with the bottom of the
outlet pipe.
4 Inspect the effluent and scum layers in
the septic tank. Look for oil or any other
contaminants that are not normal
5. Verify the tank has received its scheduled
pumping and cleaning. Check the solids
layer in each of the tanks. If the solids layer
is excessive have the tank pumped
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2.2 Re -Circulation Tank
The re -circulation tank shall be inspected
annually to ensure it is operating properly
Remove the access covers over the tank
openings to perform the inspection
Verify that the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks, the system
must remain watertight to perform properly
1 Inspect the liquid level in the re -circulation
tank, it should be level with the bottom of
the outlet pipe.
2. 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 turn the
pump control to the "OFF" position repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight—do not use
wrenches or pliers Re -set the pump con-
trol selector switch to the "AUTO" position
3. Inspect the float by-pass valve Manually
start the re -circulation pump and observe
the float ball valve, the ball should drop as
the liquid in the re -circulation tank drops the
effluent returning from the E -Z Treat pod
should flow back into the re -circulation tank
and should not flow out the discharge pipe
4 Verify that all the re -circulation pump
floats are in good condition, properly
secured to the float bracket and are able to
move freely within the re -circulation tank
5 Observe the system as it re -circulates
Visually verify all flows through the system.
©2017 E -Z Treat 2

oil
2.3 Control Panell/Pumps/Allarms
1 Check the functions of the E -Z Treat Re -circulating Synthetic Filter, control panel
Control Main Control "ON/OFF" switch
Function Turns power ON or OFF
Control System Setting Switch "MANUAL ON" and "AUTO ON"
Function "MANUAL ON" overrides all float switches and time clock switches
"AUTO ON" allows for normal operations dictated by the time clock and float switches
Control- Timer "MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation pump i e GPD re -circulated through media.
Control 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 off the alarms
Check re -circulation pump. Place the system 3
in the manual mode by turning the re -circula-
tion pump switch to "ON". The re -circulation
pump should begin to supply effluentto the
spray nozzles in the treatment pod.
2. Check the voltage and motor amp draw
and record the readings If the readings
are beyond the limits of the NEC recom-
mendations, have an electrician check
the main service line feeding the system
control panel.
Light will burn Green to indicate I`
re -circulation Pump is OFF
Light will burn RED to
indicate re -circulation Pump is ON
Rotate dial to desired minutes ON —L—o-
Place the system in the normal operating
mode by turning the re -circulation pump
switch to "AUTO" Verify the timer
ON/OFF settings are the same as set at
system start-up Record those timer
settings in the system log.
4 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
Window will display OFF "Sec', "Min" or "Hr'
Rotate OFF screw until
•[� "Min" appears in window
---� OFF screw displays
seconds, minutes or hours
Clock face screw will change the
clock face from a maximum time
of 15 units to a maximum of 30 unrs_
Always set the clock face to 30 -nt-
Rotate dial fo desired
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Window will display ON
"Sec". 'Min" or"Hr"
— Rotate ON screw until
"Mm" appears in window
ON screw displays seconds, minutes or hours
©2017 E -Z Treat 3

I— 0
5
5 Confirm the operation of the visual and 7
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
6 Once the alarms have been triggered
return all settings to their original position
of Alarm "AUTO" (If applicable, verify the
operation of the telemetry unit by checking
the alarm notations on the website.)
2.4 E -Z Treat Re -circulating Synthetic Filter
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 T 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 the timer in the "ON' mode, the
re -circulation pump will turn off and the
visual/audible alarms will activate. Return
the float to the normal position and the
re -circulation pump will run Reset the
alarms
8. Properly re -install and secure all tank
accesses'
The E -Z Treat Re -circulating Synthetic Filter should be inspected to ensure it is operating
properly. Remove the pod coverto perform this inspection Each E -Z Treat system should be
installed with a sample box located on the final discharge side of the treatment system, this
sample box is ideal for grab samples. If the installer failed to install a sample box grab samples
can be taken from the pump discharge tank. Many state regulations include instructions for
taking grab samples those rules and procedures supersede E -Z Treat.
1 Take a grab sample of the effluent check for
a. Odor, the effluent, may have an earthy,
or musty smell there should be no
strong oroffensive odors present
b Color, the effluent should be clear and
absent of any color.
c. Solids, there should be no visible
suspended solids
d Solids, let sample set for 15 minute's,
there should be no visible settling of
solids.
e Test the pH, it should measure 6.9 to 7 5
If there is odor, color or solids clean the media
If the pH is below 6 9 reduce the re -circulation
rate by increasing to "OFF" time on the Time
Clock Control Recheck the pH in 90 days
Call 703.753.4770 or visit eztreat.net,
Observe the spray, distribution nozzles
during operation. If a nozzle appears to
be clogged or if the spray pattern is not
uniform, remove the nozzle and clean the
nozzle using a pipe stem cleaning brush
Record the pressure reading on the dis-
tribution manifold gauge Compare that
pressure to the pressure recorded at the
previous inspection The pressure should
read 18 to 25 PSI
a Verify the pressure gauge on the spray
distribution manifold is performing
properly.
b Verify the flow rate at the spray nozzles
(it should be 1.75 to 2 GPM).
c. Verify the re -circulation pump is the
same make and model pump that was
specified for the original installation
©2017 E -Z Treat

d Verify the re -circulation pump is per- 4 Verify the treatment pod is properly draining
Step 6: Roll the media mattress and wash the,sides and bottom of the media mattress
Step 7: After the media is completely cleaned properly place the media mattress in the
treatment pod
Step 8: Re-Install'the spray distribution manifold.
Step 9: Pump out and clean the re -circulation tank removing all the wash down water
Pump out the septic tank
Step 10: Turn on power to discharge system and return the treatment system
from "Manual" mode to "Automatic" mode.
Call 703.753.4770 or visit, eztreat.net ©2017 E -Z Treat 5
forming in accordance to the pump by looking down the pod side wall vents,
manufacturers' specifications including there should be no standing water, the
amp draw and flows at specific pressures bottom of the, pod should be visible.
e If the pressure is above the prior record-
-I
mg or above the start up setting, open 5 Visually inspect the surface of the treatment
the ends of the distribution manifold lines, media for
manually startthe re -circulation pump and a. Holes, tears, loose seams
allow it to run for 5 minutes This should b. Foreign material
flush out the spray distribution lines. If the c. Black color on media (media should have
pressure remains too high, after cleaning light brown tint)
the spray nozzles and flushing the spray
distribution lines, adjust the pressure to d Excessive bio mat growth
the desired PSI using the ball valve on e Ponding
the main spray distribution supply line f. Clumping of the media.
f. If the pressure/flow is too low check for
(D
cracks, breaks or obstructions in the Note: If any of these conditions exist the
main distribution supply line. media needs to be cleaned.
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2.5 Cleaning the Filter Media
Depending upon influent strength and influent volumes, excessive biological growth can
X
accumulate inside, and on the surface of the media filter after 7 to 10 years of use.
0)
5`
Cleaning of the media is a very simple and easy 10 -step process
fp
Step 1: Turnoff power to any discharge pump.
fiI
Step 2: Remove the treatment pod cover and remove the spray distribution manifold
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Step 3: Connect wash down hose to the main spray distribution supply line
W
Step 4: Manually turn on the re -circulation pump.
'
Step 5: Pressure wash the surface of the media mattress, the wash water will drain into the
re -circulation tank and will be re -used as wash water.
Step 6: Roll the media mattress and wash the,sides and bottom of the media mattress
Step 7: After the media is completely cleaned properly place the media mattress in the
treatment pod
Step 8: Re-Install'the spray distribution manifold.
Step 9: Pump out and clean the re -circulation tank removing all the wash down water
Pump out the septic tank
Step 10: Turn on power to discharge system and return the treatment system
from "Manual" mode to "Automatic" mode.
Call 703.753.4770 or visit, eztreat.net ©2017 E -Z Treat 5

��
2.6 Replacement of Media Mattress
If the filter media is exposed to excessive concentrations of petroleum products, paints, glues,
waxes etc. it will become necessary to replace the media. The replacement, process it is a very
fast and simple Removing the media mattress should be performed by service agents that are
trained and certified by E -Z Treat Company
Step 1: Turnoff power to re -circulation pump, discharge pump and controls.
Step 2: Pump the septic tank and re -circulation tank to assure continued service by residence
during the replacement
Step 3: Remove the spray distribution manifold
Step 4: Lift the media mattress out of the filter pod
Step 5: Place the mattress into the fiberglass transport container provided by E -Z Treat
Company The container is easily hauled in a pickup truck or on a light duty trailer.
Step 6: Install new filter media and replace distribution manifold.
Step 7: Reset all system control settings to "AUTO" and turn the main power switch to the
"ON" position
Once the mattress is returned to E -Z Treat Company, the styrene material will be sent to the
nearest recycling facility for processing Alternatively, the service provider can transport
the mattress to the nearest styrene recycling facility for processing
Call 703.753.4770 or visit eztreat.net
©2017 E -Z Treat

3.0 Attention System Owner and Users
CAUTION
Do Not open or enter' any system components for any reason
If a problem exists or you have questions about your system,
call your authorized service provider.
Once the E -Z Treat Re -circulating Synthetic Filter system is installed, a post -construction
conference is recommended This is an opportunity to familiarize the owner with the system No
attempt should be made to adjust any component ofthis system except by a Certified Operator
The E -Z Treat Re -circulating Synthetic Filter system allows the homeowner to receive a
high quality, reliable and economical wastewater system that protects the environment. As
with any onsite wastewater treatment system, the homeowner should be familiar with basic
guidelines which help the system achieve repetitive, reliable performance. Please do not
hesitate to contact your certified operator or E -Z Treat Company with any questions,
concerns or comments about your E -Z Treat Re -circulating Synthetic Filter system.
Users of the System—Remember!
To assure proper performance of your E -Z Treat Re -circulating Synthetic Filter, you should
avoid disposing of the following products into your septic tank
Oil & Grease (kitchen waste)
'Water Softener backwash
® Wax & resins
tq Petroleum Products
1L Paint & Paint Solvents
K Pesticides
X m Condoms & sanitary napkins
0) w Toxic substances (Liquid Plumber, Drano, etc.)
• Non -Biodegradable products (cigarette butts, antibacterial wipes, etc.)
0) Any kind of septic tank additive (Rid -X, etc )
Owners of the System—Remember!
Keep heavy loads and traffic off of'your onsite system components and drainfield
Never drive cars or trucks within 10 feet of any system access lids
Landscaping or future building projects should be planned with the drainfield and drainfield
repair area in mind
Do not shovel or blow snow on top of your onsite wastewater system. This will temporarily
limit, access to your system and could overload and damage the system
Make sure drainage from the house or around the property is carried away from your
onsite system
DO NOT OPEN OR ENTER ANY OF THE TREATMENT SYSTEM TANKS -
SEPTIC GASSES CAN BE TOXIC, CAUSING SERIOUS INJURY OR DEATH'
Call 703.753.4770 or visit eztreat.net ©2017 E -Z Treat

E -Z T
PO Box 176
Haymarket, Virginia 20168
T 703 753.4770
F 571 248 8837
eztreat.net
©2017 E -Z Treat 2-2017

E�z_, #TREAT
Re -Circulating Synthetic Filter
Uv
Installation and
;k Maintenance
,
.t
A Guide
Note: Maintenance Only
Installation is in Equipment Section
NSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350
©2017 E -Z Treat 2-2017

TABLE OF CONTENTS
�$ tJ'b� '"msarri�rievrr
2.0 UV Light System Maintenance

2.0 UV Light System Maintenance
5 The UV lamps quartz tubes (housing the lamps) must be cleaned at a minimum frequency of
every 12 months
m=
! k Caution: Do not run UV lamps dry Caution: Always turn off the power to the UV system
Fill UV housing with water/effluent before any maintenance is performed. Use extreme
before turning on power. care when handling the fragile UV lamp assembly
Step 1: 'Turn power "OFF" to the UV system]
Step 2: Unscrew the fitting holding the UV lamp and quartz sleeve
Step 3: Lift the UV lamp assembly upward until it is clear of the housing
Step 4: Using a clean, damp sponge or clean, soft cloth, wipe all residue from the quartz tube.
Clean stubborn, dirty areas with a liquid glass cleaning product.
l) Caution: DO NOT scrape, or use scouring pads
This may scratch the quartz, tube and alter the performance of the UV system
. Step 5: Visually inspect each quartz tube for cracks or breaks, replace any UV lamp assembly
that is cracked, scratched, or broken
Step 6: Re-insert the UV lamp assembly into the housing and tighten the fitting that holds
the UV lamp and quartz sleeve Caution: (Hand -Tighten Only)
(D DO NOT use wrenches, pliers, or other tools to tighten
Step 7: Turn power "ON" to the UV system
Call 703.753.4770 or visit eztreat.net ©2017 E -Z Treat

E Z (��PTREAT
PO Box 176
Haymarket, Virginia 20168
T 703 753 4770
F 571 248 8837
eztreat.net
©2017 E -Z Treat 2-2017

E -Z Treat Company, Inc.
Residential Applications
2 -Year Limited Warranty
PO Box 176
Haymarket, Virginia 20168
1. Preamble
E -Z Treat Company (herein referred to as ` E -Z Treat) is known for
researching, designing, and producing innovative products of high quality
for the onsite wastewater industry. We are proud to stand behind our E -Z
Treat Sand/Media Filter.
For the purpose of this warranty, "Service Provider" means the legal
Certified Operator of the system. This Service Provider shall be currently
listed on State and Local records as meeting any applicable requirements
required by law and/or Rule. Also, for purposes of this document,
"Installer" means the person or company that has installed the system, and
"Owner" means the person that has purchased the system or purchased the
property serviced by the system.
2. Nature of Warranty
E -Z Treat warrants to the Owner that the E -Z Treat Sand/Media Filter
will function within prescribed limits for a period of two years from the
date of purchase.
E -Z Treat also warrants certian components of the system against
materials, workmanship and manufacturing defects for a period of two (2)
years from the date of installation.
This warranty is in addition to the legal warranties and Owner's rights in
accordance to applicable law.
The conventional warranty of E -Z Treat is expressly limited to the text in
this certificate. Owner is responsible for reasonable care and
communication with the Certified Operator.
3. Obtaining Warranty Service
To make a claim on this warranty, the Owner should put the request in
writing and mail or deliver to an authorized E -Z Treat Certified Operator.
The claim will be processed and sent to E -Z Treat headquarters.
Any claim must be received no later than two year from the date of
purchase of the E -Z Treat Sand/Media Filter.
On receipt of this claim, E -Z Treat or their authorized representative will examine the
situation at the site and take corrective action where the terms of the warranty apply.
4. Exclusions and Limitations
E -Z Treat Company Warranty only extends to replacement parts the labor
for installing those parts is not part of this warranty. Any electrical device
or electrical component is excluded from this warranty including
replacement parts and labor.
33

E-Z Treat is not liable for the dispersal portion of the onsite wastewater
system. This portion of the system is evaluated, designed and constructed
in accordance with local regulations and is wholly separate from the
performance of the E-Z Treat Sand/Media Filter.
The following conditions are also excluded from the E-Z Treat warranty:
• This warranty does not cover cosmetic damage or damage due to
acts of Nature, misuse, abuse, modification, incorrect design or
incorrect installation.
• The warranty is void if any modifications or repairs are made to
the system by anyone other than an E-Z Treat approved agent.
• Failure of the Owner to comply with the requirements set forth in
the Owner's Manual.
• The warranty is void if any system components are repaired or
replaced by parts not supplied or approved by E-Z Treat.
• This warranty is not applicable to systems not receiving domestic,
residential sewage.
• The warranty is void if it is found that the Owner has failed to
notify E-Z Treat of any change in the use of the property from its
original design.
5. Indemnities and Damages
E-Z Treat's liability and obligations under this warranty for corrective
measures or means of correction shall be limited to the replacement of the
E-Z Treat Sand/Media Filter Components.
6. Limitations of Damages
E-Z Treat is not liable for any damages sustained by the Owner. E-Z
Treat's compensation and indemnification obligations are limited to the
provisions of this warranty
7. Transfer of Ownership
In the event of transfer of ownership within two years of use, this warranty
shall transfer to the new Owner for the remainder of the period under the
following conditions:
a. The New Owner has a Certified Operator under contract.
b. An Inspection of the E-Z Treat Sand/Media shall be conducted prior to
transfer. Upon a satisfactory inspection, the Owner shall obtain a written
report from the Certified Operator
8. Inspection
The Owner shall allow the Certified Operator access to the property and
system components for purposes of necessary monitoring and service.
If the Owner submits a request of claim under this warranty and it is found
to be in error after inspection, a charge for direct expenses will be billed to
the customer to cover the cost of the inspection.
9. Priorities of the Warranty
This warranty supersedes any contract or understanding, verbal or written, entered
into between the Owner, Certified Operator, Installer, or Representative of E-Z Treat.
34