WQ0045786_Application_20240904

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0045786
Applicant/Permittee Bruce Hamlett and Lisa Hamlett
Applicant/Permittee Address 5692 Wolfe Ridge Court, Oak Ridge, NC
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Individual
Facility Name 5750 Stigall Rd. SFR
County Forsyth
Fee Category Single -Family Residence
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount $60
Complete App Date
09/04/2024
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Engy Eskarous
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9194671239
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Applicant/Permittee*
Bruce Hamlett and Lisa Hamlett
Applicant/Permittee Address*
5692 Wolfe Ridge Court, Oak Ridge, NC
Facility Name*
5750 Stigall Rd. SFR
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
C24101.00 Bruce Hamlett - Surface Drip.pdf 28.52MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
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Submission Date 8/30/2024

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
TS-II Surface Drip System with
E-Z Treat
Application Package for Single Family Residence
Project No.: C24101.00
Submittal Date: March 21, 2024
Prepared By: Engy Eskarous Reviewed By: David Barcal
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051201 v
Prepared By:
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103 P.O. Box 129
Cary, NC 27513 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

Table of Contents
•Cover Letter
•Project Narrative
•Form: SFRWWIS 06-16
•Property Ownership Documentation
•Soil Evaluation
•Engineering Plans
• Specifications
•Engineering Calculations
•Equipment
•Site Map
•Operation & Maintenance Plan
•Operation & Maintenance Agreement
•County Health Department Denial Letter
•Floodway Regulation Compliance
•Threatened or Endangered Aquatic Species Documentation
2

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
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�Li . ENGINE..•
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Cover Letter
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

P.O. Box 129 !
Morrisville,NC 27560
[phone]
MacCONNELL & Associates, P.C.
"Engineering Today for Tomorrow's Future"
March 21, 2024
To: Nathaniel Thornburg
NC Division of Water Resources
Division of Water Resources- Non -Discharge Branch
Attn: Nathaniel Thornburg- 9t" Floor, Office #942X.
512 N. Salisbury St. Raleigh, NC 27604
Telephone: [phone]
To Mr. Thornburg:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
This letter accompanies a New Single -Family Residence Wastewater Surface Drip System
Application for 0 Stigall Road, Kernersville, NC 27284. Within the application package you will
find the following information: project narrative, form: SFRWWIS 06-16, property ownership
documentation, soil evaluation, engineering plans, specifications, engineering calculations,
equipment, operation, maintenance plan, site map, operation & maintenance agreement, county
health department denial letter, floodway regulation compliance, and threatened or endangered
aquatic species documentation. The project referred to in this package is the construction of a TS-
II surface drip system for a 4-bedroom single family home. The proposed system will consist of a
septic tank, E-Z Treat recirculating media filter, recirculation tank, field dosing tank, and a drip
irrigation system with all the necessary appurtenances.
Thank you for your consideration for this New Single -Family Residence Wastewater Irrigation
System Application. If you have any questions or require additional information, please contact
me at [phone].
Sincerely, ti
,I2 ,
SE Q _
David Barcal, P 0 051201
Project Manager ,' . FNGINE�q- �T
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Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Project Narrative
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
Introduction
Owner/Client(s) Bruce Hamlett
Property Address 0 Stigall Road, Kernersville, Forsyth County
Facility Bedrooms 4
Flow Reduction 0%
Design Flow (GPD) 480
Bruce Hamlett proposes to construct a 4-bedroom single family home at the above -mentioned
location in Forsyth County, North Carolina. A Soil & Site Evaluation was performed by Mr. G.
Christopher Murray, LSS of Piedmont Environmental Associates, PA. Mr. Christopher conducted
saturated hydraulic conductivity testing as requested by Bruce Hamlett. A copy of the report can
be found in the Soils Evaluation Report section of this application package.
David Barcal, PE Project Manager of MacConnell & Associates, PC has been retained for the
design of the TS-II surface drip system with E-Z Treat pretreatment. These plans are being
submitted for review and approval to obtain a Construction Authorization Permit for the onsite
system that will serve the 4-bedroom single family home. The proposed system will consist of a
septic tank, an E-Z Treat recirculating media filter, a recirculation tank, a field dosing tank, an E-
Z Set drip irrigation system, E-Z Set drip irrigation tubing and the necessary appurtenances.
The proposed wastewater treatment and disposal system does not have any conflicts with existing
utilities in the area. The system also maintains all the buffers required in the 15A NCAC 02T.
0606 The proposed systems shall meet all the requirements and specifications outlined in:
Innovative Wastewater System Approval No: IWWS-2015-03-R2 and Innovative Wastewater
System Approval No: IWWS-2007-1-R1.
Septic, E-Z Treat Recirculation, and Field Dosing Tank
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in a new 1,000-gallon 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, SIM/TECH STF-110 or approved
equal effluent filter to prevent solids from reaching the E-Z Treat recirculation tank.
The E-Z Treat recirculation tank is a new 1,000-gallon pump 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 a field dosing 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.
Bruce Hamlett
Surface Drip System with E-Z Treat
MacConnell & Associates, P.C. Project No.: C24101.00

The field dosing tank is a new 4,000-gallon tank. The field dosing tank will provide treated
effluent to dose the fields.
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 transport the E-Z Treat treatment unit effluent back through
an effluent bypass valve into one of the dosing tanks.
E-Z Set Drip Wastewater Subsurface Drip System
The E-Z Set drip irrigation system consists of the field dosing controls, vortex filter, hydraulic
unit, and pump used to dose the disposal fields. The system controls determine when the pump
doses the disposal field. The vortex filter provides even greater filtration to ensure that solids in
the effluent do not clog the drip irrigation line emitters.
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 Treat (Model E-Z UV 102) or approved equal by engineer.
Drip Irrigation Lines
The drip irrigation lines are dosed by the hydraulic unit. These lines consist of a hollow pipe filled
with pressure compensating drip emitters spaced on two -foot intervals. These emitters ensure that
there is uniform distribution of the treated wastewater throughout the disposal fields. The drip
lines will follow the contour lines at three-foot horizontal spacing and make a complete loop back
to the dosing tank. This ensures that proper pressure is maintained in the drip lines and that there
is a means for flushing the lines in the instance that they become clogged.
Rain Sensor
A Hunter Mini-Clik rain sensor is included in the wastewater design to ensure that irrigation does
not occur during precipitation events.
Bruce Hamlett
Surface Drip System with E-Z Treat
MacComell & Associates, P.C. Project No.: C24101.00

Project Contacts
Names, addresses, phone and fax numbers of the owner, soil scientist, and engineer are as
follows:
Owner:
Bruce Hamlett
5692 Wolfe Ridge Court
Oak Ridge, NC 27310
Email: [e-mail]
Soil Scientist:
Mr. Chris Murray, LSS
Piedmont Environmental Associates, PA
216 S. Swing Road, Suite 1
Greensboro, NC 27409
Phone: [phone]
Engineer:
Mr. David Barcal, P.E.
MacConnell & Associates, P.C.
P.O. Box 129
Morrisville, NC 27560
Phone: [phone]
Fax: [phone]
Bruce Hamlett
Surface Drip System with E-Z Treat
MacConnell & Associates, P.C. Project No.: C24101.00

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Form: SFRWWIS 06-16
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
11►lyl Y t1lere 1 Y 11100 TO t1a I[$] N►A 111.y W tVA•AIATA RVIsSIBIPM111 W ZIR4 Y lt&ft 1111011105 10401 WN Y 11101
The Division of Water Resources will not accept an application package unless all instructions are followed. Plans, specifications
and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100. 15A NCAC 02T .0100. 15A NCAC 02T
.0600, 15A NCAC 18A .1900. Division Policies and wood enuineerinu practices. Failure to submit all required items may result
in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting a non -discharge application to the Water Quality Permitting Section's Non -Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted. the Applicant shall submit one original
and at least two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
® The appropriate fee amount for new and major modification application packages may be found at: Standard Review Proiect
Fees.
C. Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application. Any unauthorized content changes to FORM: SFRWWIS 06-16 shall result in the application
package being returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as
long as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Item L2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item L2. is a partnership, sole proprietorship, trade name, or d/b/a, enclose a copy of the certificate
filed with the Register of Deeds in the county of business.
® The facility name in Item II.2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge Svstem Renewal (FORM: NDSR) application.
D. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
E. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02T .0604(e), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., contract, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

F. Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 15A NCAC 02T .0604(b) and current Division Policv. submit a detailed soil evaluation that has been signed, sealed and dated
by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Note, if the soil evaluation was performed more than one year prior to the submittal of this application package, a statement
shall be included indicating that the site has not changed since the original investigation.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policv.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policv.
® Provide all soil boring logs performed at the site.
® Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
Note: The number of samples will vary depending upon the project size and past land use history. Multiple samples for
each map unit are required if the irrigation zones are separated, and cropland, pasture, hay land and wooded areas shall be
sampled separately for the same map unit due to past differences in soil fertility management.
® Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
® A minimum of three KSAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
® All KSAT tests shall be conducted in areas representative of the site.
® All KSAT tests shall be run until steady-state equilibrium has been achieved.
® All collected KSAT data shall be submitted, including copies of field worksheets showing all collected readings.
® Submit a soil profile description for each KSAT data point that shall extend at least one foot below the tested horizon.
® Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Identification of areas not suitable for wastewater irrigation.
® Recommended geometric mean KSAT rate to be used in determining the SFR Loading Rate Group for each soil/map
unit based upon in -situ measurement of the saturated hydraulic conductivity from the most restrictive horizon.
® Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KSAT measurements form the most restrictive soil horizon. The recommended loading rate must be in
accordance with the Single -Family Residence Wastewater Irrigation Svstem Loading Rate Calculation Policv.
® A completed copy of the Single-Familv Residence Loading Rate Workbook (i.e., Project Information, Potential
Evapotranspiration, Precipitation, and Irrigation Area Calculations).
G. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0604(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer.
® At a minimum, the engineering plans shall include the following items:
® Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
® A general location map with at least two geographic references, vicinity map, topographic map and site map.
® A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
® Details of all piping, valves, pumps, precipitation/soil moisture sensors, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
® Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® At a minimum, the specifications shall include the following items:
® Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps, etc.),
nozzles/emitters, precipitation/soil moisture sensor, audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® Electrical (i.e., control panels, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
I. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0604(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® At a minimum, the engineering calculations shall include the following items:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (Note: "black box" calculations are unacceptable).
® Sizing criteria for each treatment unit and associated equipment (i.e., pumps, etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, irrigation system, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® Demonstrate the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
® Demonstrate the specified auxiliary power source is capable of powering all essential treatment units.
® A properly completed and executed Single-Familv Residence Loading Rate Workbook.
Site Map (All Application Packages):
® Per 15A NCAC 02T .0604(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survevor.
® For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
® A scaled map of the site with topographic contour intervals not exceeding two feet and showing all facility -related
structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .01076) and .0108.
® Setbacks as required by 15A NCAC 02T .0606.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0604(f), submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
® How to perform routine inspections.
® A maintenance schedule.
® A troubleshooting guide.
® A layman's explanation of the wastewater treatment, storage and irrigation systems.
® A crop maintenance and management plan.
® Note a final O&M Plan may be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
® Per 15A NCAC 02T .0604(h), submit a notarized Operation and Maintenance Agreement that has been signed and dated by all
deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 02T .0604(2), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
® Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chanter 143 of the General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10). submit documentation from the Department's Natural Heritage Prop -ram demonstrating the
presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment, storage and
irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105(c)(6). submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
❑ Division of Water Resources' Water Oualitv Permitting Section —Wetlands 401 Certification
❑ US Armv CorDs of Engineers South Atlantic Division — Nationwide 12 or Section 404 permit
❑ Per 15A NCAC 02T .0105(c)(6). this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: Bruce Hamlett and wife. Lisa Hamlett
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: Bruce Hamlett per 15A NCAC 02T .0106(b) Title:
4. Applicant's mailing address: 5692 Wolfe Ridge Court
City: Oak Ridae State: NC Zip: 27310-
5. Applicant's contact information:
Telephone number: (_) = Fax number: (_) = Email Address: blbls(a),aol.com
IL FACILITY INFORMATION:
1. Facility name: Bruce Hamlett - Suface Drip with E-Z Treat
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 0 Stiaall Road
City: Kemersville State: NC Zip: 27284- County: Forsyth
4. Wastewater Treatment Facility Coordinates: Latitude: 36' 10' 12" Longitude: -80' 02' 24"
Provide the following latitude and longitude coordinate determination information:
Datum: Unknown Level of accuracy: Nearest second Method of measurement: Man intemretation by extraction
5. USGS Map Name: Gooale Mans
I I I WKI)OK111 N Kiel r IU a[$] Nd 15.110 MOF
1. Engineer's name: David C. Barcal License Number: 51201 Firm: MacConnell & Associates. P.C.
Engineer's mailing address: 501 Cascade Pointe Ln, Suite 103
City: Caty State: North Carolina Zip: 27513-_
Telephone number: [phone] Fax number: (919) 319- 651
2. Soil Scientist's name: Christopher Murrav License Number: 1284
Soil Scientist's mailing address: 216 S. Swina Rd, Suite 1
City: Greensboro State: North Carolina Zip: 27409-_
Telephone number: [phone] Fax number: (_) _ _
Email Address: david.barcal(a�macconnellandassoc.com
Firm: Piedmont Environmental Associate, P.A.
Email Address:
IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Four - bedroom residence
4. at 120 GPD/bedroom
5. Wastewater flow: 480 GPD
FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (CONTINUED):
6. Using 15A NCAC 02T .0114, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow Number
Flow
Per Unit of Units
Single Family Residence
gal/bedroom
120 4
480 GPD
gal/
GPD
Total
480 GPD
7. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Nationwide 12 or 404
Wetlands 401
Date Date Permit/Certification No.
Submitted Approved
N/A
N/A
Agency Reviewer
8. What is the nearest 100-year flood plain elevation to the facility? 413 feet mean sea level. Source: FEMA Man: 3710689800K
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly average)
Prior to Storage
Biochemical Oxygen Demand
300 mg/1
6 mg/1
< 30 mg/1
(BODO
—
Total Suspended Solids (TSS)
300 mg/1
4.5 mg/1
< 30 mg/1
Ammonia Nitrogen (NH3-N)
25 mg/1
2.87 mg/1
< 15 mg/1
Fecal Coliforms
187.5 per 100 ml
< 200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c). is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d). are any of the treatment or storage units excavated into bedrock? ® Yes or ❑ No
If yes, has a 10 millimeter synthetic liner been provided? ® Yes (Plan Sheet: D-105 & Specification Page: 2) or ❑ No
4. In accordance with 15A NCAC 02T .0605(e). are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(fl, have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605(g), which systems are affected and what measures being taken to protect them against flooding? N/A
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? 2-Strand Wire
Fence (see design)
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .06056). do the designed irrigation loading rates (see Application Item VIIA.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ❑ Yes or ® No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1). what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: N/A minutes and where contact time occurs: N/A
If UV, specify the number of banks: 1 total lamps: 2 and maximum flow capacity: 10 GPM.
12. In accordance with 15A NCAC 02T .0605(m)_ has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 02T .0605(n). have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: D-102/D-103 & Specification Page: L, 8) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o). has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: D-105 & Specification Page: 0 or ❑ No
15. In accordance with 15A NCAC 02T .0605(n)_ has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(a). has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .0605(r). does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606. verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
Treatment /I
System
Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
404.3 ft
291.5 ft
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as
79.0 ft
part of the project site
Any private or public water supply source
N/A
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
411.3 ft
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
—
Surface water diversions (ephemeral streams, waterways, ditches)
N/A
Any well with exception of monitoring wells
N/A
N/A
Any property line
150 ft
180 ft
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
— 7
Any water line from a disposal system
N/A
q ]
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
20 ft
Any building foundation or basement
79.0 ft
20. Are any setback waivers proposed for this facility? ❑ Yes or ® No
If yes, in accordance with 15A NCAC 02T .0606(c). submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / EZ Treat
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
No. of
Manufacturer or
Dimensions (ft) /
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Spacings (in)
(gal)
Reference
Reference
Septic Tank
1
David Brantley &
9x4.5x5.8
1,000
D-101
2-3
Sons
Select
Select
b.
SECONDARY TREATMENT
(i.e., physical, biological
and recirculation processes):
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
(gal)
Reference
Reference
Recirculation Tank
1
David Brantley &
7.92x5.08x4.83
1,000
D-102
2-3
Sons
EZ Treat
1
EZ Treat
7. 29x4. 08x3. 83
600 GPD
D-105
4-5
Select
c.
DISINFECTION:
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
(gal)
Reference
Reference
Ultraviolet
1
EZ Treat
2.5Dx4H
10 GPM
D-103 (2)
7
Select
d.
PUMP/STORAGE TANK:
Manufacturer or
No. of
Total Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume Volume
Storage
Reference
Reference
(gal) (gal)
(days)
Shoaf Precast Septic
1
12.5x6.5x8.67
4,000 3,051.8
6.4
D-103 (1)
2-3
INC
e.
PUMPS:
No. of
Manufacturer /
Capacity
Plan Sheet
Specification
Location
Pumps
purpose
Type
GPM TDH
Reference
Reference
Recirculation Tank
1
Does to EZ Treat Pod
Franklin E-Series
13.6 100
D-102 (A)
4
Field Dosing Tank
1
Dose to drip field
Franklin E-Series
14.9 205.0
D-103 (A)
4
f.
BLOWERS:
Location
No. of
Units Served
Manufacturer /
Capacity
Plan Sheet
Specification
Blowers
Type
(CFM)
Reference
Reference
N/A
g.
MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

No. of Manufacturer / Power Plan Sheet Specification
Location Mixers Units Served Type (hp) Reference Reference
FORM: SFRWWIS 06-16 Page 5 of 6

VIL IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? fescue, rye or bermuda
3. Soil Evaluation recommendations:
Minimum Observed Recommended Recommended
Soil Series Fields within Soil Area Depth to SHWT Loading Rate Loading Rate
(ft) (in/hr) (in/yr)
Raslo/Siloam Zones 1-3 N/A 0.3 22.20
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Designed
Area Dominant
Designed
1 1
Latitude Longitude
Waterbody
Field (acres) Soil Series RateR
ye
(DMS) (DMS)
Stream Classification
Nm.
(in/hr)
(m/ r)
z
1 0.3 CaB & CoA 0.05
21.22
36' 10' 12" -80° 02' 24"
22-58-(0.5) WS-V,B
' Provide the following latitude and longitude coordinate determination information:
Datum: UnknownLevel of accuracy: Nearest second Method of measurement:
Man interpretation by extraction
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: httDs://ncdenr.s3.amazonaws.com/s3fs-
nublic/Water%200uality/Aauifer%2OProtection/LAU/Apreements/W SCA%2008-13.ndf.
Spray Irrigation Design Elements
Nozzle wetted diameter: N/A ft
Nozzle wetted area: N/A ft2
Nozzle capacity: N/A GPM
Nozzle manufacturer/model: N/A / N/A
Drip Irrigation Design Elements
Emitter wetted area:
13,245 ft2
Distance between laterals:
3 ft
Distance between emitters:
2 ft
Emitter capacity:
0.6 GPH
Geoflow / G-WFPC-16-2-24-
Elevation of highest nozzle: N/A ft Emitter manufacturer/model: PRO
Specification Reference: N/A Elevation of highest emitter: 904.0 ft
Specification Reference: 6
FORM: SFRWWIS 06-16 Page 6 of 6

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Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Property Ownership Documentation
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Book 3787 Page 3425
2024000055 00054
FORSYTH COUNTY NC FEE $26.00
STATE OF NC REAL ESTATE EXTX
$575.00
PRESENTED & RECORDED
01/02/2024 12:00:38 PM
LYNNE JOHNSON
REGISTER OF DEEDS
BY: ANGELA BOOE, DPTY
BK: RE 3787
PG: 3425 - 3427
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $575.00
Parcel Identifier: 6898-33-1258.000 Verified by County on the day of , 20
By:
Mail/Box to: Grantee
This instrument was prepared by: Robert W. Brown, III, a licensed North Carolina attorney.
Brief description for the Index: 14,376 Acres - Stigall Road,
THIS DEED made this January 2, 2024 by and between
GRANTOR
GLENN E. SWAIM, JR.
and wife,
LYNN SWAIM
5775 Stigall Road
Kernersville, NC 27284
GRANTEE
BRUCE HAMLETT
and wife,
LISA HAMLETT
Property Address: 0 Stigall Road
Kernersville, NC 27284
Mailing Address: 5692 Wolfe Ridge Court
Oak Ridge, NC 27310
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of
land situated in the City of Kernersville, Kernersville Township, Forsyth County, North Carolina and more particularly
described as follows:
See Exhibit A attached to and made a part hereof as if fully set forth herein.
The above described property( ) does/( X) does not include the primary residence of the Grantor,
submitted electronically by "Roberson, Haworth & Reese, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Forsyth County Register of Deeds.

Book 3787 Page 3426
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2405, Page 2970.
The map showing the above -described property is recorded in Plat Book , Page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple,
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the
same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the
title against the lawful claims of all persons whomsoever, other than the following exceptions:
RIGHTS OF WAY, EASEMENTS AND RESTRICTIONS OF RECORD, IF ANY, AND TO AD VALOREM TAXES,
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written,
-r - (SEAL)
GLENN E. SWAIM, JR.
r t (SEAL)
LYNN SWAIM
State of North Carolina
County of Guilford
I, Robert W. Brown I11, a Notary Public of Guilford County and State of NORTH CAROLINA do hereby certify that
the following persons who are known to me or proved to me on the basis of satisfactory evidence to be the persons described,
each personally appeared before me this day, acknowledging to me that he/she/they voluntarily signed the foregoing instrument
for the purpose stated therein and, in the capacity, indicated:
GLENN E. SWAIM, JR. AND LYNN SWAIM y y
Date: 2024
Not6roublic
Robert W. Brown III
Notary's Printed or Typed Name
(Official/Notarial Seal) c°° O�••''• �e'�®
Q 7r'4,Q ;?''..My commission expires: ` x Ll
BUG +Vem
off®
p���u�ieiueIttO ��

Book 3787 Page 3427
EXHIBIT "A"
BEGINNING at a new iron pin in the west right of way line of Stigall Road, said new iron pin being South 03
degrees 35 minutes 12 seconds West 75 feet from the Southeast corner of the property of Larry S, King (Deed
Boole 1199, Page 1615, also being designated as Tax Lot 6E, Block 5417, Forsyth County Tax Maps); continuing
thence along the West right of way line of Stigall Road South 03 degrees 35 minutes 12 seconds West 575 feet to
a point, a present corner of Wayne Neil Stephens; running thence along the present line of Wayne Neil Stephens
North 73 degrees 31 minutes 42 seconds West 1337.13 feet to a point, a present corner of Wayne Neil Stephens;
running thence North 17 degrees 57 minutes 17 seconds West 294.53 feet to a point in the line of Leatha Jane
Stephens; running thence along the line of Leatha Jane Stephens North 78 degrees 24 minutes 05 seconds East
759.08 feet to an iron pin; running thence South 31 degrees 57 minutes 05 seconds East 287.46 feet to an iron pin;
running thence South 67 degrees 03 minutes 37 seconds East 168.90 feet to a new iron pin; running thence North
78 degrees 34 minutes 10 seconds East 364.56 feet to the point and place of BEGINNING. The same containing
14.376 acres, more or less.
See deeds recorded in Book 2343, page 2912; Boole 1465, page 463; Book 1466, page 1669 and Book 1466, page
1671. See also Report of Commissioner in Book 3128, page 488.
0 Stigall Road, Kernersville, NC 27284
Parcel #: 6898-33-1258.000

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Soil Evaluation
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

PIEDMONT
4: ENVI RON M ENTAI
ASSOC I A T E S, P. A.
11/10/23
Bruce Hamlett
5692 Wolf Ridge Ct.
Oak Ridge, NC 27310
Project Number: 4698
Soils Report for Proposed Residential Surface Drip Wastewater Irrigation System
Project Name: Hamlett SFR (Open Field)
Location: PIN 6898-33-1258, Near 5770 Stigall Rd., Forsyth County, NC
A detailed soil evaluation on the above referenced tract was conducted to determine
suitability for a subsurface or surface wastewater system. This report is being prepared to
satisfy the requirements set forth by 15A NCAC 02T.0600 concerning the soils report for
single family surface wastewater systems since this property does not contain enough
suitable soils to support a 4-bedroom subsurface septic system. The location and
characteristics of a site that is potentially useable for a surface drip irrigation wastewater
system was identified. This report details our findings and provides the necessary
soil/site information needed for a surface irrigation system to be designed by a
professional engineer. This fieldwork was completed in October, 2023.
The potentially useable soil area was located in the field and is shown on the
accompanying soils map (Attachment 1). The proposed disposal area is compliant with
buffers for surface wastewater systems. The map also shows the locations where
measurements of saturated hydraulic conductivity (Ksat) were performed.
This site is located in the "Mixed Felsic and Mafic" geologic unit of Forsyth County.
Soils in the proposed irrigation area are generally similar to the Rasalo/Siloam series.
These soils have expansive clay mineralogy and may have indications of soil wetness
present in the subsurface horizons. The Rasalo/Siloam soils are generally unsuitable for
conventional subsurface septic systems. However, the favorable soil characteristics of
the surface horizons offer the opportunity for surface application of treated wastewater.
Soil Evaluation
The soil condition of the proposed wastewater area is described with the NC DEQ soil
boring logs shown on the attached soils map as well as in the accompanying Ksat
location soil profile descriptions (Attachment 2).
The landscape position for the proposed irrigation field is on a broad side slope (4-7%
maximum) with a sandy loam A/AB horizon. We recommend a maximum instantaneous
irrigation rate of 0.3 in/hr for design purposes.
216 S. Swing Rd., Suite 1 Y. Greensboro, NC 27409 Y. 336-662-5487

Saturated Hvdraulic Conductivitv (Ksat) Analvsis
The constant head well permeameter technique (also known as shallow well pump -in
technique and borehole permeameter method) was utilized to complete the ksat tests.
This procedure is described in Methods of Soil Analysis, Part 1., Chapter 29 — Hydraulic
Conductivity of Saturated Soils: Field Methods, 29 — 3.2 Shallow Well Pump In Method,
pp. 758-763 and in the Soil Science Society of America Journal, Vol. 53, no. 5, Sept. —
Oct. 1989, "A Constant -head Permeameter for Measuring Saturated Hydraulic
Conductivity of the Vadose Zone" and "Comparison of the Glover Solution with the
Simultaneous — Equations Approach for Measuring Hydraulic Conductivity." A volume
of water was applied and measured with time until a steady state of water now was
achieved. This volume/time with steady state was used to calculate the saturated
hydraulic conductivity of the subsoil by the Glover equation.
Measurements of saturated hydraulic conductivity (Ksat) were conducted within the Bt
horizon at three sites within the proposed wetted area. The Bt was the only soil horizon
measured since it was obviously the most restrictive horizon. This determination was
made based on the expansive clay mineralogy present in the majority of the Bt horizons
and the fact that underlying horizons (where present) were lighter in texture.
Additionally, the soil horizons underlying the Bt were too poorly structured and/or too
thin to quantify accurately with a Ksat test.
The geometric mean Ksat of the Bt horizon was 0.040 in/hr. Geometric mean Ksat
calculations and field data are shown in Attachment 3.
Single Familv Loading Rate Worksheet
A single-family water balance calculation was conducted per the above referenced
regulation. Based on the geometric mean Ksat and our field observations, these soils fall
under Loading Rate Group SFR-B and could therefore be loaded from 19.5-26.0 in/yr.
Parameters utilized in the SFR Irrigation Area Calculation Worksheet are described
below:
Potential Evapotranspiration (PET) and 80th Percentile Irrigation:
Data from a nearby site (RDU International Weather Station) for a 58 year period was
utilized in the model per NC DWQ policy guidelines for these parameters. This data is
shown in the attached SFR Irrigation Area Calculation Worksheet (Attachment 4).
Drainage Rate and Discussion of Drainage Coefficient Utilized in the SFR Irrigation
Area Worksheet:
We are proposing a drainage coefficient of 12%. We feel that this is a reasonable
drainage rate since consistent soil conditions within the disposal area were identified as
documented by the detailed soil profile descriptions as Ksat sites as well as in our soil
boring logs. The dispersal field contains a gentle side slope with a sandy loam surface

ensuring that runoff should be of minimal concern. Finally, the 12% drainage coefficient
yields a proposed annual irrigation rate of 22.2 in/yr., which is well within the range of
the SFR-C soils (maximum irrigation of 26.0 in/yr).
Standard Fertilitv Analvsis
Soils within the proposed spray area were also analyzed for current fertility conditions.
Because of similar landscape type and management conditions, one composite sample
was used to infer soil fertility status within the proposed dispersal area. The standard soil
fertility analysis was completed by Waypoint Analytical Laboratories, Inc. Soil sample
results are included in "Soil Analysis Report" provided by Waypoint Analytical
(Attachment 5). Base saturation and exchangeable sodium percentage were determined
to be % and % respectively (AWAITING FINAL SAMPLE RESULTS).
Appendix 5 also contains information on other soil parameters such as specific nutrient
indices and pH.
Conclusions
Site disturbance could create unsuitable conditions for the proposed system and should
therefore be minimized prior to construction. A permanent vegetative cover should be
immediately established and/or maintained over the entire application field after
installation.
An individual septic system permit will be required for this property prior to obtaining a
building permit. This will involve a detailed evaluation by the state to determine, among
other things, system size and layout, drive/parking and building location. Only after
developing this information can a final determination be made concerning specifics of
system design and site utilization. A letter of denial regarding subsurface septic systems
from the county health department will also be required by the state as part of the
application for a surface application system

If you have any further questions, please feel free to call [phone].
Sincerely,
p Soft SOS
y�c�Op
� G
2 1
a
sr 'vv
Nz��')c04='�/
G. Christopher Murray, MS
NC Licensed Soil Scientist
Piedmont Environmental Associates, PA
List of Attachments:
Attachment 1 - Soil Map
Attachment 2 — Soil Profile Descriptions
Attachment 3 - Ksat Summary and Field Data
Attachment 4 - SFR Irrigation Area Workbook Pages (Including Project Information,
Potential Evapotranspiration Worksheet, 80th Percentile Precipitation Worksheet and
Irrigation Area Calculation Worksheet)
Attachment 5 - Standard Fertility Analysis

Attachment 1 - Soil and Site Map (open field)
PIEDMONT Job#4698
ENVIRONMENTAL 216 S. Swing Rd. Suite 1 Date: 11/10/2023
ASSOC I A T E S. P. A. Greensboro, NC 27409
piedmontsoil.com Client: Bruce Hamlett
County: Forsyth
� oSOIL y Legend
Surface Spray Wastewater Buffer - 150'
Surface Soil Area, Open Field (Raslo/Siloam Series)
n
Y Property Line
Ksat Nest Location, Open Field
NCDEO Soil Borinq Los De th to Exp. Clay, De th to CR

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Hamlett Property
% Slope: 7%
Site: Ksat Nest A
Vegetation: Crop Land
PIEDMONT
Name: Field Area
Conducted
By: CM
Date: 10/13/23
ENVIRONMENTAL
Soil Series: Raslo/Siloam
A s s o c I A T E 5 P A
Q
w
w
U'
w
a
in
`o
in
L
ca
r
c
C7
N
fn
N
I r
s
o
yc
�n y
Q y.
_
�- U
k
U
Q
V/ U
k
U c
N
L
S
CL �L+
G1
+
G1
+
G1
+ -0 y
k
=
0
2
2
2 &� 2
H
N
N
N 2 N a
Ap
0-2 10YR 7/3
-
-
- - moist
sl
mod
med
qr fr ns np
Bt
3-20 10YR 6/6
-
-
- - moist
c
mod
med
abk vfi vs vp
BC
21-24 10YR 6/8
-
-
- - moist
scl
wk
med
abk fi s p
CR
25"+ -
-
-
- - -
-
-
-
- - - -
Legend.
Seasonal High Water Table:
Texture
Structure Grade
Structure Tvbe
Structure Size
Depth (") Type (apparent/perched):
s
sand
wk
weak
gr granular
f
fine
n/a -
I
loam
m
moderate
pl platy
med
medium
si
silt
str
strong
pr prismatic
_
It sc��
sil
silt loam
cpr columnar
G� OPHE
c
clay
abk angular blocky
cl
clay loam
sbk subangular blocky
Moist Consistencv
�''
:
scl
sandy clay loam
sg single grained
fr
friable
(
Y
sl
sandy loam
ma massive
vfr
very friable
sf
Sid
silty clay loam
fi
firm
7iF� 12aa
vfi
very firm

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Hamlett Property
% Slope: 8%
Site: Ksat Nest B
Vegetation: Crop Land
PIEDMONT
Name: Field Area
Conducted
By: CM
Date: 10/13/23
ENVIRONMENTAL
Soil Series: Raslo/Siloam
A s s o c I A T E 5 P A
Q
w
w
U'
w
a
in
`o
in
L
ca
r
c
C7
N
fn
N
I r
s
o
yc
�n y
Q y.
_
�- U
k
U
Q
V/ U
k
U c
N
L
S
CL �L+
G1
+
G1
+
G1
+ -0 y
k
=
0
2
2
2 &� 2
H
N
N
N 2 N a
Ap
0-2 10YR 7/3
-
-
- - moist
sl
mod
med
qr fr ns np
Bt
3-17 10YR 6/6
-
-
- - moist
c
mod
med
abk vfi vs vp
BC
18-23 10YR 6/8
-
-
- - moist
scl
wk
med
abk fi s p
CR
24"+ -
-
-
- - -
-
-
-
- - - -
Legend.
Seasonal High Water Table:
Texture
Structure Grade
Structure Tvbe
Structure Size
Depth (") Type (apparent/perched):
s
sand
wk
weak
gr granular
f
fine
n/a -
I
loam
m
moderate
pl platy
med
medium
si
silt
str
strong
pr prismatic
_
It sc��
sil
silt loam
cpr columnar
G� OPHE
c
clay
abk angular blocky
cl
clay loam
sbk subangular blocky
Moist Consistencv
�''
:
scl
sandy clay loam
sg single grained
fr
friable
(
Y
sl
sandy loam
ma massive
vfr
very friable
sf
Sid
silty clay loam
fi
firm
7iF� 12aa
vfi
very firm

Attachment 2 - Soil Profile Descriptions at Ksat Locations
Project: Hamlett Property
% Slope: 7%
Site: Ksat Nest C
Vegetation: Crop Land
PIEDMONT
Name: Field Area
Conducted
By: CM
Date: 10/13/23
ENVIRONMENTAL
Soil Series: Raslo/Siloam
A s s o c I A T E 5 P A
Q
w
w
U'
w
a
in
`o
in
L
ca
r
c
C7
N
fn
N
I r
s
o
yc
�n y
Q y.
_
�- U
k
U
Q
V/ U
k
U c
N
L
S
CL �L+
G1
+
G1
+
G1
+ -0 y
k
=
0
2
2
2 &� 2
H
N
N
N 2 N a
Ap
0-4 10YR 7/3
-
-
- - moist
sl
mod
med
qr fr ns np
Bt
5-19 10YR 6/6
-
-
- - moist
c
mod
med
abk vfi vs vp
BC
20-21 10YR 6/8
-
-
- - moist
scl
wk
med
abk fi s p
CR
22"+ -
-
-
- - -
-
-
-
- - - -
Legend.
Seasonal High Water Table:
Texture
Structure Grade
Structure Tvbe
Structure Size
Depth (") Type (apparent/perched):
s
sand
wk
weak
gr granular
f
fine
n/a -
I
loam
m
moderate
pl platy
med
medium
si
silt
str
strong
pr prismatic
_
It sc��
sil
silt loam
cpr columnar
G� OPHE
c
clay
abk angular blocky
cl
clay loam
sbk subangular blocky
Moist Consistencv
�''
:
scl
sandy clay loam
sg single grained
fr
friable
(
Y
sl
sandy loam
ma massive
vfr
very friable
sf
Sid
silty clay loam
fi
firm
7iF� 12aa
vfi
very firm

Appendix 3, Geometric Mean Ksat Data, Hamlett Property, Field
Nest
Horizon
Depth(")
Ksat (in/hr) GeoMean Ksat (in/hr)
A
Bt
14
0.044
B
Bt
15
0.026 0.040
C
Bt
14
0.054

Hole Depth 1 14 35 56
H, 6 15 24
Hf 6 15 24
- Average 0.11
AVERAGE
cm/hr. 0 11
in/hr. 0.044
Ksat Data vs. Time

Hole Depth 1 15
1 11 34�
5 26 ' 41 78���
' 31 60
' 23 0
' '®
®9
"
Average 0 07
38 1
15 24
15 24
AVERAGE
cm/hr. 0 07
in/hr. 0.026
Ksat Data vs. Time
1142 --__
1157 12231 125�~s � �3enesl
1355 1457 ----ff
1520

Hole Depth 1 14 35 56
H, 6 15 24
Hf 6 15 24
- Average 014
AVERAGE
cm/hr. 0 14
in/hr. 0.054
Ksat Data vs. Time
0 20
o 15
010
0 05
o oo
8 1223
1256 3encsl
49 1453
1532

Project Name: Hamlett Property, Open Field Area
Facility Address: Near 5770 Stigall Rd.
Kernersville, NC 27284
County: Forsyth County, NC
Prepared by: G. Christopher Murray, L.S.S.
Project Design Flow = 480 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Project Name: Hamlett Property, Open Field Area
Location of Temperature Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1948
Ending Year of Data Record: 2006
Period of Record (years): 58
Source of Data: State Climate Office of North Carolina
Site Latitude (degrees) 35.79
Calculated PET: 33.45 inches
Mean Monthly
Calculated
Temperature
Daylight
PET
(degrees F)
Hours 112
Heat Index
(inches)
January
41.1
0.87
1.02
0.29
February
44.8
0.85
1.70
0.50
March
51.2
1.03
3.15
1.20
April
59.4
1.09
5.40
2.30
May
67.6
1.21
8.02
3.96
June
75.6
1.22
10.90
5.55
July
79.0
1.23
12.21
6.39
August
77.7
1.16
11.71
5.74
September
71.1
1.03
9.24
3.92
October
60.6
0.97
5.76
2.19
November
51.5
0.86
3.22
1.02
December
42.6
0.85
1.28
0.37
Tota 1 =
73.61
33.45
SFR-LRW 9-08

Project Name: Hamlett Property, Open Field Area
Location of Precipitation Data: RDU Int. Airport - Raleigh, NC
Starting Year of Data Record: 1948
Ending Year of Data Record
Period of Record (years)
Source of Data
80th Percentile Annual Precipitation
WI^,
58
State Climate Office of North Carolina
54.48
80th
%of Mean
Percentile
Mean Monthly
Annual
Monthly
Precipitation
Precipitation
Precipitation
January
3.60
8.21
4.47
February
2.88
6.57
3.58
March
4.30
9.80
5.34
April
3.06
6.98
3.80
May
2.26
5.15
2.81
.rune
2.93
6.68
3.64
July
5.51
12.56
6.84
August
5.00
11.40
6.21
September
5.81
13.25
7.22
October
2.90
6.61
3.60
November
2.75
6.27
3.42
December
2.86
6.52
3.55
Total =
43.86
100.00
54.48
SFR-LRW 9-08

Project Name: Hamlett Property, Open Field Area
Design Flow = 480
SFR Loading Rate Group: SFR-B
Limiting Soil Ksat = 0.040
Drainage Coefficient = 0.120
Drainage Rate =
Annual Hydraulic
gal/day Loading Rate = 22.20 inchlyr
inch/hour Irrigation Area = 12,661 square ft
= 0.29065 acres
0.1152 inch/day (Formula:Ksar" Drainage Coefficient "24)
Number of Days
in the Month
PET m1moL
Vertical
Drainage
in/mo
80th Percentile
Monthly
Precipitation
in/mo
Maximum
Allowable
Irri ation in/mo
Maximum Allowable
Irrigation
allons/da
Maximum Allowable
Irrigation
allons/month
January
31
0.29
3.57
4.47
0.00
0
0
February
28
0.50
3.23
3.58
0.15
43
1,199
March
31
1.20
3.57
5.34
0.00
0
0
April
30
2.30
3.46
3.80
1.96
515
15,447
May
31
3.96
3.57
2.81
4.72
1,203
37,280
June
30
5.55
3.46
3.64
5.37
1,413
42,387
July
31
6.39
3.57
6.84
3.11
793
24,585
August
31
5.74
3.57
6.21
3.10
790
24,497
September
30
3.92
3.46
7.22
0.16
43
1,286
October
31
2.19
3.57
3.60
2.16
551
17,066
November
30
1.02
3.46
3.42
1.06
280
8,403
December
31
0.37
3.57
3.55
0.39
98
3,048
TOTAL = 365 33.45 42.05 54AB
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate Table
SFR
Loading
Rate
Grou
Maximum Annual
Loading Rate
(in/yr)
Low - High
Geometric Mean
Ksar Range
(in/hr)
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0 -19.5
0.003 - 0.015
SFR-D
0.0 -13.0
0.0 - 0.003
Assignmentto a SFR Loading Rate Group for each 15A NCAC 02T .0600 permit
application shall be determined by the geometric mean of insitu saturated
hydrualic conductivity data collected in the most restrictive horizon for each soil
mapping unit within the irrigation area.
22.20 5728.37 175,200
Required Flow
2 bedrooms
240gal/day
87,600 al/ r
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
262,800 gal/yr
Maximum allowable irrigation: 175,200 gal/yr
The Maximum Allowable Irrigation number must be greater
than or equal to the required flow.
SFR-LRW 9-08

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
S J=
0512013
'� O ''•�HGINE.•• Q.
Engineering Plans
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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MacCONNELL 501CASCADECARY, NOR HI NTE CAROL NA 27 13103
& Associates P. C. P.O. BOX 129
, MORRISVILLE, NORTH CAROLINA 27560
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BY:
BRUCE HAMLETT
EE
0 STIGALL ROAD, KERNERSVILLE
JOB #:
C24101.00
SURFACE DRIP SYSTEM
WITH TS-II PRETREATMENT
DATE:
03/21/2024
FORSYTH COUNTY. NC
C
0
M
COVER
SHEET
C-100

GENERAL NOTES
SITE RESTORATION
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS, ELEVATIONS, AND LOCATIONS OF 1. BACKFILL WITH SUITABLE LOOSE MATERIAL (SANDY LOAM TO SANDY CLAY LOAM) FREE OF LARGE OR
ALL EXISTING CONDITIONS AND UTILITIES. DAMAGING OBJECTS, SEED AND STRAW BACKFILLED AREAS (OR SOD WHEN REQUIRED). Lu
Lu W O_
2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SYSTEM IN ACCORDANCE WITH ALL STATE &LOCAL REGULATIONS &POLICIES. 2. PROVIDE EROSION PROTECTION FOR BACKFILL MATERIAL IN ACCORDANCE WITH STATE AND COUNTY W H V
3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS. STANDARDS AND MAINTAIN UNTIL PERMANENT PROTECTION IS ESTABLISHED. (q
4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND LOCAL SAFETY REQUIREMENTS. 3. BACKFILL SHOULD BE GRADED TO PREVENT THE INFILTRATION OF SURFACE WATER AND DIVERT STORM
5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO ADDITIONAL COST TO THE OWNER. WATER RUN-OFF AWAY FROM THE SYSTEM. WHEN ADDITIONAL FILL IS REQUIRED, IT SHOULD BE PLACED
6. LOCATION OF DRIPPER LINES AS SHOWN ARE APPROXIMATE. LINES SHALL LAY PARALLEL TO CONTOURS ® ±36". AFTER SYSTEM IS INSTALLED FROM THE EDGES CROWNED IN THE MIDDLE AND FEATHERED OUT 10'
7. SUPPLY AND RETURN LINES MAY BE LAID IN SAME TRENCH. SEPARATION IS FOR ILLUSTRATION PURPOSES ONLY. BEYOND THE DISPERSAL AREA. FILL SHOULD BE TEXTURE GROUP II OR III AND FREE OF LARGE STONES W
B. LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA BY A LICENSED SOILS CONSULTANT. ANY CHANGE IN LAYOUT BY THE CONTRACTOR OUTSIDE THE J
AND ORGANIC DEBRIS. TOP 2" SHOULD BE SUITABLE FOR ESTABLISHMENT OF LAWN. J F_
DELINEATED AREA SHALL BE APPROVED BY THE SOILS CONSULTANT, COUNTY HEALTH DEPARTMENT, AND THE ENGINEER. > 2 W U
9. DRAIN ALL ROOF AND TOE DRAINS AWAY FROM DRIP FIELD AND TREATMENT UNITS. TREATMENT UNITS F_ W H� Z
10. PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL TO WASTEWATER TREATMENT UNITS AND DISPOSAL SYSTEMS IF APPLICABLE. I j Z }Q
11. WASTEWATER AND IRRIGATION SYSTEMS SHALL COMPLY WITH IWWS-2015-3-R2 1. SAMPLING CHAMBER OR MEANS OF COLLECTING A FRESH SAMPLE SHALL BE PROVIDED FOR ALL TS-1 & J W u)LU Z
12. ALL PIPE SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. SEE SPECIAL REQUIREMENTS. TS-2 SYSTEMS. IT IS PREFERRED THAT THE INLET OF THE PUMP CHAMBER BE USED AS THE SAMPLING a Y a -a, W 0
13. VORTEX FILTER IN HYDRAULIC UNIT SHALL BE INSPECTED UPON EACH REGULARLY SCHEDULED MAINTENANCE VISIT. LOCATION WHEN A PUMP IS REQUIRED. = p a U
14. INSTALLER IS RESPONSIBLE FOR ENSURING DISPERSAL AREA WAS PROPERLY CLEARED & SOIL MOISTURE CONDITIONS ARE CONDUCIVE FOR INSTALLATION PRIOR TO BEGINNING INSTALLATION. 2. SYSTEM INSTALLATION MUST COMPLY WITH ALL LOCAL ORDINANCES AND POLICIES. U 00 Ua
15. EJECTOR PUMP MAY BE REQUIRED FOR BASEMENT FIXTURES. INSTALLER IS RESPONSIBLE FOR VERIFICATION. w LLfn >_
16. KEEP ALL EXCAVATIONS 20' FROM INSTALLATION AREA. OPERATING REGIME FOR DRIP IRRIGATION SYSTEM coa w~2 o
17. KEEP WELL AND SEPTIC SYSTEM OUT OF ANY UTILITY EASEMENTS AND AT LEAST 10' FROM UTILITY LINES. 1. SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT (7 (J)~ LL
18. DO NOT INSTALL LAWN IRRIGATION SYSTEMS WITHIN 20 FEET OF DISPERSAL AREA. ~
TREATMENT UNITS. SEE SHEET C-106 FOR "ON" AND "OFF" TIME SETTINGS. PUMPED DRIP IRRIGATION FLOW
19. DO NOT CONNECT WATER TREATMENT SYSTEMS, CONDENSATIONS DRAINS OR SUMP PUMPS TO ONSITE SYSTEM. O
20. IF A PRE -CONSTRUCTION MEETING REQUIRED BY PERMIT, PLEASE CALL TO SCHEDULE. SHALL PASS THROUGH A FLOW METER. WHEN THE PREPROGRAMMED VOLUME IS REACHED THE ACTIVE
21. ANY DEVIATION FROM THIS DESIGN MUST BE APPROVED BY THE LOCAL HEALTH DEPARTMENT AND THE ENGINEER PRIOR TO INSTALLATION. PUMP WILL BE DE -ENERGIZED. THE PUMP WILL ALSO DE -ENERGIZE IF THE LOW WATER LEVEL "PUMP
22. ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR, ACCORDING TO NEC, STATE AND LOCAL ELECTRICAL CODES, AS APPLICABLE. OFF" SWITCH IS ACTIVATED. SEE SHEET C-106 FOR FIELD DOSING INFORMATION. p C
23. CONTRACTOR IS TO INSTALL TANKS ON UNIFORMLY FIRM AND STABLE COMPACTED GROUND, CRUSHED STONE IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM ESPECIALLY IN 2. IF THE HIGH WATER LEVEL "ALARM" FLOAT SWITCH IS ACTIVATED, THE SYSTEM WILL BEGIN ITS OPERATION w p
POOR, WET OR ROCKY SOILS. OF DELIVERING THE PREDETERMINED DOSE VOLUME, AND SHALL ALSO ENERGIZE THE AUDIBLE AND FLASHING v L i N
m cm 24. ALL TANKS MUST BE WATER -TIGHT AND CONFORM TO APPLICABLE LOCAL AND STATE REGULATIONS AND POLICIES. m C) U 0 O
ALARM FIXTURES (ONCE ENERGIZED, THE FLASHING AND AUDIBLE ALARM UNITS WILL ONLY BE RESET
25. ALL PVC JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED UNLESS THREADED. MANUALLY OR BY REACHING LOW LEVEL CONDITIONS).
26. MAXIMUM COVER OVER TANKS AND DISTRIBUTION BOXES VARIES BY MANUFACTURER AND COUNTY.
3. THE MICROPROCESSOR WILL ALSO CONTROL THE PERIODIC BACK WASHING OF THE VORTEX FILTER AND THE CD coo 0
27. DISPERSAL FIELD CORNERS OR PROPERTY CORNERS SHOULD BE MARKED BY A LICENSED SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS MATCH �
THE CONSTRUCTION DRAWING. FLUSHING OPERATION OF THE SUB -FIELD LATERAL NETWORK. FILTER BACK WASHING SHALL OCCUR AT THE W N
28. REFER TO SITE DRAWING FOR ANY SPECIAL REQUIREMENTS.
END OF EACH DOSE CYCLE. SYSTEM LATERAL FLUSHING SHALL OCCUR WHEN THE MICROPROCESSOR H
� n Q M
29. MACHINERY SHOULD AVOID PERCOLATION AREA. SENSES RECOGNITION OF A PRESET ELAPSED TIME SINCE LAST SYSTEM FLUSH (USUALLY 28 DAYS). THE O w J
LLT
30. MACHINERY SHOULD NOT TRAVERSE EXCAVATED/EXPOSED PERCOLATION AREA. SYSTEM SHALL BE CONFIGURED TO ALLOW FOR MANUAL INITIATION OF BACK WASHING FILTERS OR z Z rn M a,
31. ALL SUPPLY AND RETURN LINES NOT DESIGNED TO DRAIN BACK SHOULD BE PROTECTED FROM FREEZING. SUB -FIELD SYSTEM FLUSHING. J JO cm U X
4. THE CONTROL PANEL SHALL INCLUDE, BUT NOT BE LIMITED TO, AN "AUTO/MANUAL" SYSTEM CONTROL H Q XO = LL
SWITCH, STOP/START SWITCH FOR EACH PUMP, NON-RESETTABLE ELAPSED TIME RECORDER FOR EACH 0 = m 0 M
PUMP, AND INDIVIDUAL PUMP RUN LIGHTS. m O Z 04
5. THE CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE. ALL SUPPORTING CONTROL UNITS, IF NOT W O a W n
co
ELECTRICAL NOTES HOUSED WITHIN THE CONTROL PANEL, SHALL BE IN A SEPARATE NEMA 4X ENCLOSURE. Q Z J
U} ��
O
1. ONE CONTROL PANEL WILL CONTROL THE WASTEWATER SYSTEM. "SPECIAL REQUIREMENT"
2. PANEL SHALL BE APPROXIMATELY 14.5" WIDE X 19.2" HIGH AND IS A NEMA 4X, UL RATED ENCLOSURE. PANEL SHALL BE SUPPLIED BY THE SYSTEM MANUFACTURER. 1. CONTACT MIKE STIDHAM (707-408-2916, [e-mail]), FOR ORDERING E-Z TREAT CD 0 H
3. THE PANEL SHALL BE MOUNTED BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS, AND 42"-54" OFF THE FINISHED GRADE TO THE BOTTOM OF THE ENCLOSURE. EQUIPMENT OR FOR LOCAL DISTRIBUTOR INFORMATION.
4. THE INSTALLER'S ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP/UV AND CONTROL CORDS. CONTROL PANEL SHALL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL 2. PRECAST TANK MODEL NUMBERS SHOWN ON PLAN ARE PRE -APPROVED. "EQUAL TANKS" SHALL BE
TERMINAL CONNECTIONS. THE SYSTEM INSTALLER SHALL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE DIFFERENT PUMP/UV EQUIVALENT SIZE OR GREATER BY SHOAF PRECAST, INC (336-787-5826, INFODSHOAFPRECAST.COM)
POINTS. WHICH ARE ALSO PRE -APPROVED. OTHER TANKS MAY BE USED WHEN PRE -APPROVED BY ENGINEER. I-�--I
5. CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP. 3. ALL SCH-40 & SCH-80 PVC PIPE AND FITTINGS SHALL BE PRESSURE RATED AND COMPLY WITH
6. CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS SUPPLIED FOR THE BOTH ALARMS. ASTM D1785 OR ASTM D2466. SCH. 40 PVC DRAIN WASTE VENT (DWV) PIPE AND FITTINGS MEETING
7. CONTROL (DRIP) PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMPS. ASTM D2665 SHALL NOT BE USED.
B. CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 30 AMPS, 115 VOLTS SUPPLIED FOR SOLENOID VALVE HEATER. ���������i�•
9. THE ULTRAVIOLET DISINFECTION UNIT REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS. o.,,�� ' V
10. A MINIMUM CONDUIT SIZE OF 1 CIF SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICIAN AS A CONNECTION BETWEEN CONTROL PANEL AND EACH RESPECTIVE TERMINATION POINTS OUT IN �� lL f � �� O O
THE TANK AREA.
11. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASSES AND MOISTURE FROM ENTERING THE CONTROL PANEL. DO NOT USE PERMANENT
SILICONE OR EXPANDABLE FOAM PRODUCTS. V
12. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL HELP KEEP SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF r
51201 y
A SPLICE MUST BE USED, IT MUST BE MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
13. ALARMS SHALL BE AUDIBLE AND VISUAL. VG1NE�� V ��
14. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE. ,', 9�/ 0 4.
C.BP�,

MAINTENANCE SCHEDULE
ITEM FREQUENCY
SEPTIC TANK 3 - 6 MONTHS
12 MONTHS
RECIRCULATION TANK WEEKLY
FIELD DOSING TANK
3-6 MONTHS
12 MONTHS
SUPPLY LINES, FORCE MAINS 6-12 MONTHS
DISTRIBUTION FIELDS
PUMPS, FILTER SYSTEM,
& DISTRIBUTION PIPING
E-Z TREAT TREATMENT
SYSTEM
ULTRAVIOLET DISINFECTION
UNIT
2-4 WEEKS
TASK
CHECK FOR SOLIDS ACCUMULATION,
BLOCKAGES, OR BAFFLE DAMAGE,
IN/EXFILTRATION, PUMP SEPTAGE.
CLEAN EFFLUENT FILTER.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY. REPLACE EFFLUENT FILTER
EACH TIME SEPTIC TANK IS PUMPED.
CHECK PUMPS, CONTROLS, ALARMS,
ELAPSED TIME METERS.
CHECK FOR SOLIDS ACCUMULATION,
IN/EXFILTRATION.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
CHECK FOR EXPOSED PIPE AND
LEAKAGE.
MOW VEGETATIVE COVER IF APPLICABLE.
CHECK FOR EROSION, OR PONDING OF
3-6 MONTHS
EFFLUENT.
CHECK FLOW METER READOUT AND
MONTHLY
COMPARE TO RECORDED FLOWS,
CHECK PUMPS AND FILTER SYSTEM
FOR LEAKS.
REMOVE FILTER COVERS AND INSPECT
QUARTERLY
FOR ACCUMULATION OF DEBRIS. CHECK
DIFFERENTIAL PRESSURE GAUGE
BEFORE AND AFTER FLUSHING (D.P.
SHOULD RETURN TO ORIGINAL
OPERATING D.P.) CHECK PUMPS FOR
ABNORMAL VIBRATION, TEST THE ALARM
FUNCTIONS.
REMOVE AND LUBRICATE 0-RINGS ON
SEMIANNUALLY
FILTER CANISTER, REPLACE IF
DAMAGED, CLEAN 1-1/2" FILTER
SCREEN AT HYDRAULIC UNIT.
REMOVE FILTER SCREEN AND REPLACE,
ANNUALLY
CLEAN USED FILTER SCREEN IN MILD
ACID SOLUTION AND STORE FOR NEXT
ANNUAL REPLACEMENT,
FLUSH FIELD SUPPLY AND RETURN
MANIFOLDS BY REMOVING
(UNSCREWING) AIR/VACUUM BREAKERS.
MONTHLY
INSPECT CONTROL/ALARM PANEL,
PUMPING SYSTEM EFFLUENT
FILTERS/PUMP SCREENS,
RECIRCULATION TANK, AND E-Z TREAT
POD FILTER. (TREATMENT UNIT)
ANNUALLY
CHECK AND/OR REPLACE BATTERIES IN
FLOW METER. (IF APPLICABLE)
3-6 MONTHS
WIPE (CLEAN) UV LAMPS.
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUIRED.
ANNUALLY
CHANGE BULB.
Z RAIN SENSOR
0
I
N E-Z TREAT
POD FILTER CP
SEE ORIENTATION ON C-105
1-1/4" SCH. 40 PVC RETURN LINE
I
LEGEND od W
IL)N Z J
W�a� o
FORCE MAIN N a W Lu (,
GROUND U) 2 H =
GRAVITY LINE N = Z Ci
FLOW DIRECTION ► Ci a N
4" SCH. 40 PVC l _ 1,000 GALLON f 4,000 GALLON FIELD )1-1/2" SCH. 40 PVC SUPPLY TO ZONE 1
II - SEPTIC TANK O UV — DOSING/STORAGE TANK I- 1-1/2" SCH. 40 PVC SUPPLY TO ZONE 2
- DWELLING - 1= 1-1/2" SCH. 40 PVC SUPPLY TO ZONE 3
(10'-O" MIN. )
2'-0" ZONE
VALVES
MIN. HYDRAULIC
UNIT
1-1/4" SCH. 40 PVC RETURN
FROM FIELDS
1,000 GALLON E-Z TREAT RECIRCULATION TANK
E-Z TREAT
POD FILTER
INV. OUT EL.
t903.0'
SEE ORIENTATION ON C-105
FIN. GRADE t905.0'
DWELLING_ _ _ GROUND EL. t904.8' - --- GROUND EL. t904.0'
F.F.E. t906.0' ----------------1----- - -- �- - -----------
(ASSUMED) 4" SCH. 4011 +902,g' t902.6' INV. IN EL. BYPASS
---- -- ----
VC; 0 2-00% MIN- INV. IN EL. INV. OUT El. INV. IN EL.
t903.2' (DWELLING) ±902.4 0INV.EL,, t902.0'
1,000 GALLON
1,000 GALLON �902'
SEPTIC TANK E-Z TREAT 4,000 GALLON ZONE
RECIRCULATION TANK DOSING/STORAGE TANK VALVES
NOTES: 4" SCH. 40 PVC - 4" SCH. 40 PVC HYDRAULIC
1. TANK LOCATIONS ARE NOT TO SCALE SO AS UNIT
TO SHOW EACH TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
1 TREATMENT SYSTEM SCHEMATIC / PROFILE
C-102 NTS
TO ZONES
1,2&3
HIGHEST POINT
ON IRRIGATION
FIELD = t904.0'
,,�11�111l1l��
.•'��cj� N CAR 0<�''%
.0 OF�SS/
- r
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•, �9 L c 13 N�GP
w
J
J �
c WW U
W H 2Cn� Z
Lu Z
J Ix cn w Z
2 Y a- Ix
a Ix o
U O wa
= IY U - }
Ix J LL cn
m J Ix = Ix
cO
n LL
c
O
M CD O
O
M w
cm N T
N Z
Q J
Z z rn M =
�O�aX
04
wXxlai
z L)
m ~ z
DOawm
Q z J lit
Q p rn
U L)
CD Ow
F-
W�
C) O
U �

Zz'cz
PROPERTY
LINE
10' PROPERTY
SETBACK (TYP)
QC'°
�
ro TREATa %PRO MENTZSYSTEM
— -
00 5' BUILDING
o� SETBACK (TYP)
V A bib �SUITABLE SOILS
\\ \ BOUNDARY
SURFACE IRRIGATION \ \ APPROX. LOCATION OF
V / DRIPFIELD \ PROPOSED _9p2 PROPOSED 4-BR DWELLING m
Re DISPOSAL AREA O/ / APPROX. LOCATION OF
\WIRE FENCE�g0 / / / / / / PROPOSED DRIVEWAY ���
COMPLIANCE BOUNDARY
4 �� / RB / ti l AT PROPERTY LINE PER
cb / % / a 5A NAG -02L .0107 (a)/
\ 886-' Rg
REVIEW BOUNDARY AT MID POINT OF / / Re
888/ COMPLIANCE BOUNDARY AND WASTE, / / / 10
\ BOUNDARY 05A NCAC 02L .0108)
\ \ \ 96 � � � \ � � � � � � � 10' PROPERTY -
SETBACK (TYP)
rA
I
LEGEND
—
ADJACENT BOUNDARY
J Q
BOUNDARY (PROPERTY)
d O
- -
RIGHT-OF-WAY
W W
~ Ci
CONTOURS - INDEX
0 N
CONTOURS - INTERMEDIATE
DRAIN FIELD AREA
E
ELECTRIC LINE
UJ
J
x
PROPOSED FENCE
J H
WL
WETLANDS
U) W W U
— — — — —
— — EDGE OF PAVEMENT
H z U) }
• • • • • • •
• • • • 100 YEAR FLOOD PLAIN
J w O7UJ Z
2 Y
EXISTING STREAM
aw =
O
_
o am U
DRIP LINES
Lu
O wa
RETURN LINES
U
a� }
SUPPLY LINES
m J w_
1 1
1 DIVERSION BERM
H OLL
RETURN MANIFOLD
U
®
SUPPLY MANIFOLD
O
CO
CLEAN OUT
CP
CONTROL PANEL
v
C N
O
EZRT
E-Z TREAT RECIRC. TANK
LLI N
w ik O
04
E-Z
E-Z TREAT TREATMENT UNIT
m N � iy
m OO
FDT
FIELD DOSING TANK
ST
SEPTIC TANK
CD M O
HU
HYDRAULIC UNIT
cl co
14-1
UV
ULTRAVIOLET DISINFECTION
w
M
METER
U) N J
ZV
ZONE VALVE
Z
z a) 2 ?�
RS
RAIN SENSOR
2 X U Q
IJ U-
NOTES
NOTES
O-om
a�ozC'4
1. PARCELS AND
TOPO TAKEN FROM NC
0 O a J
ONEMAP.
co
a Z J v
U
2. KEEP TANKS
AND DRAIN LINES A MINIMUM
y
OF 50' OFF
OF PROPERTY LINES.
0!
3. THIS IS NOT
A SURVEY.
CD 0 H
U
0:4 vA
O
U
51201 =
O
�NGINE��
vi
lr ... C P���;`
/0
C B %.0.
ct
.
GRAPHIC SCALE: 1 " = 150'
0 75 150
300 450

0 �
/
SUPPLY -
LEGEND
E
— 902 — — — — — — — —
— — — — — \
X
\
\
WL
MANIFOLD RETURN
MANIFOLD
SUPPLY _ `1-1/4" RETURN
MANIFOLD RETURN �!
� LINE
MANIFOLD
X
RETURN �- _ 904_
SUPPLY MANIFOLD MANIFOLD -`--__ _ — - — Rg CID_ —
HU CO iEZTP \ V
(3)1-1/2" BV/M �FDT EZRT \
SUPPLY LINE C STD CO A
UV INSIDE 4" SCH. 40 PVC
/' y- _ . •� EZRT CAD MIN. 2% SLOPE \
2 / V A
\ I PROPOSED
DRIVEWAY
I ZONE 3
ZONE 1 I
I o ,
'< 5' BUILDING
\ 2 ' SETBACK (TYP.)I
37 0 0
30
3 / 4 - BEDROOM
\ PROPOSED DWELLINGSUITABLE o
BOUNDARY OIL I
\ � X I I
I I �
\ \ \ ZONE 2
� I /
s
\ PROPOSES DISPOSAL /
\ AREA WIRE FENCE
\ \ \ \ + X /
\
V �IQ
\ 10
I
CO
CP
EZRT
E-Z
FDT
ST
HU
UV
M
ZV
RS
I
ADJACENT BOUNDARY
BOUNDARY (PROPERTY)
RIGHT-OF-WAY
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
DRAIN FIELD AREA
ELECTRIC LINE
PROPOSED FENCE
WETLANDS
EDGE OF PAVEMENT
100 YEAR FLOOD PLAIN
EXISTING STREAM
DRIP LINES
RETURN LINES
SUPPLY LINES
DIVERSION BERM
RETURN MANIFOLD
SUPPLY MANIFOLD
CLEAN OUT
CONTROL PANEL
E-Z TREAT RECIRC. TANK
E-Z TREAT TREATMENT UNIT
FIELD DOSING TANK
SEPTIC TANK
HYDRAULIC UNIT
ULTRAVIOLET DISINFECTION
METER
ZONE VALVE
RAIN SENSOR
NOTES
1. PARCELS AND TOPO TAKEN FROM NC
ONEMAP.
2. KEEP TANKS AND DRAIN LINES A MINIMUM
OF 50' OFF OF PROPERTY LINES.
3. THIS IS NOT A SURVEY.
CAROB'*.
rr�rr-
512
INE�� v
/o C. BPS
5�111411111
GRAPHIC SCALE: 1 " = 30'
0 15 30 60 90
w
J
J �
cn WW U
W H 2 Z
~ Z �
J cnw Z
2 Y aIx m
_ Rui
OU
U a0 w a
m LL U)
a'
O
U LL
U)
O
O
O N
W N
w 4�O
N
m p U Do
M CD O
O
M I-- cow N
co N Z
J
Z z rn =
�O-aX
w�Xxlai
ZL)co
o
d z
DOam
Z _j
Q � rn
U U
OW
H
W �
C) 0
U �

LEGEND
/ �� / / / �� �� �� j�����i // — _ ���� �� �� �• �� ADJACENT BOUNDARY LU J
BOUNDARY (PROPERTY) N O
/��� RIGHT-OF-WAY C Q U
i
/�� \�nA CONTOURS - INDEX
!E3 / / / / , i i / / �/ _ A CONTOURS - INTERMEDIATE
CoA / — �� _ A DRAIN FIELD AREA
500' TREATMENT AND i �i ' - 1
E ELECTRIC LINE
DISPOSAL SETBACK LU
x PROPOSED FENCE t-
/ WL WETLANDS U ww c�
�/ / \ '� {/� — — — — — — — EDGE OF PAVEMENT W U)
w Z �Q
100 YEAR FLOOD PLAIN LUI dLd z
Y H
� � � � � � � � � — — � � � � � � � � � � I � / / / �/ � (� � � EXISTING STREAM Z � W O
5- — i �i
r
DRIP LINES LU < LU
RETURN LINES
L) 0 }
a
PROPERTY — \ SUPPLY LINES m J LL�
u - CoA / / / / / / LINE �/ / �� 1 1 1 DIVERSION BERM < �H OLL
CaB — RETURN MANIFOLD
-1 PROPERTY
SETBACK (TYP) �� �O CnA /
_ I ® SUPPLY MANIFOLD p
— / Cb age aA �� �o� V
�� / / co CLEAN our
u — v PROPOSED E-Z TREAT �� p
o — _ _ / m °� I ea TREATMENT SYSTEM p
0 / ro �o / _ — 902� CP CONTROL PANEL LLI p
nGo
�a '��
EZRT E-Z TREAT RECIRC. TANK w C
/ V /� 5' BUILDING I [ SETBACK (TYP) / W S.
/ EXISTING DWELLING I I / E-Z E-Z TREAT TREATMENT UNIT 00 C
' / FDT FIELD DOSING TANK m 0
� l (TYP) 1 /
ST SEPTIC TANK Cl) CD CD
SUITABLE SOILS / �e� / / HU HYDRAULIC UNIT W Cl) "
BOUNDARY �� �f �/ / UV ULTRAVIOLET DISINFECTION Q
\ 880 SURFACE IRRIGATION \ APPROX. LOCATION OF M METER Z ^
DRIPFIELD V PROPOSED _g02 PROPOSED 4-BR DWELLING / / / LU Q JO
\ RB DISPOSAL AREA �/ / / / APPROX. LOCATION OF _ CaB/ ZV ZONE VALVE Z Z . R
\ WIRE FENCE 0 / / / PROPOSED DRIVEWAY Q J w U
RS RAIN SENSOR J O X
R l� �� / HQOZLL
�\ / e \ �� a / / COMPLIANCE BOUNDARY
CaB �� 4 �I / / R / �� l / i SOIL DESCRIPTIONS a = o z
w AT PRJPERTY LINE PER I w
SA- N ,c o2L .0107 (a) I w O a LU Co CaB Casville sandy loam, 2 to 6 percent z = CO
Do
0 REVIEW BOUNDARY AT MID POINT OF / / / e CO/ SIOpeS W
l
/ / COMPLIANCE BOUNDARY AND WASTE CO/
8a CoA Codorus loam, 0 to 2 percent slopes, t�
BOUNDARY (15A NCAC 02L .0108) /
o O LUfrequently flooded CD 0 LU
— —
�w—__ J
i 89 5 � 10' PROPERTY 47
SETBACK (TYP)
500' TREATMENT AND
DISPOSAL SETBACKSCaB
ct
51201
NGINE�
/ / �� �' A \ / �/0 C B p,FZG .�' ctNaB �y
GRAPHIC SCALE: 1 " = 150'
0 75 150 300 450

r F
I I
IE-Z TREAT POD FILTER
I I
I I
MINI CLIK RAIN SENSOR
CP
DETAIL 1, D-105
L_
r mi I ��
4" SCH. 40 PVC SEPTIC TANK E-Z TREAT
FROM DWELLING RECIRCULATION TANK
DETAILT2,,D— DETAIL 1, D-101 I DElAiL 1, D-102
L NJ �I
UV
� UV CAN BE PLACED INSIDE DETAIL 2,D-103
RECIRCULATION TANK RISER
At
1-1/4" SCH. 40 PVC RETURN FROM FIELDS f
TREATMENT SYSTEM DETAIL KEY
(2;)
NTS
� � ml
I
FIELD DOSING TANK 01
DETAIL 1, D-103 ,,
j
Lu W Y co
2 o
W F U
FORCE MAIN N W
GRAVITY LINE ~
FLOW DIRECTION ►
W
J
J �
U) WW U
NOTES:
~Z f)~ H
1. SEE DETAIL SHEETS FOR TANKS SIZES.
� U)
uJ
=o om °
U O wa
LL fn
co_J a'
O
2 LL
07
'
0
1 1-1/2" SCH. 40 PVC
0 N
-_TAIL SUPPLY TO ZONE
0 0
D-108 1,2&3
w N
LLI
C,
v Lv N
p U Qo
ZONE VALVE/METER
m 7 0
- HYDRAULIC UNITS
c
�
1-1 /4" SCH. 40 PVC
M
H N
RETURN LINE
N Z
wQ O�
�O —QX
U
W X Q
LL
Z L)
( L z 04
DOaWm
Q z J
Q
U U -'
o Ow
V
W�
01
''
C Al,4 ,'',
.
U
512-
'., O INE��
a3/z

zW
DRIP LINE SEGMENTS (ZONE 1) DRIP LINE SEGMENTS (ZONE 3) z
LINE # LENGTH LATERAL # LATERAL LENGTH LINE # LENGTH LATERAL # LATERAL LENGTH J U)ti
IBASE MAP INFO FROM: NC FRIS & NC ONE MAP N J a -a, o
IPROPERTY SURVEY PROVIDED BY: PIEDMONT ENVIRONMETAL ASSOCIATES, PA 1 68' 1 - 27 150' 1 - O 0 = U
2 71' 1 - 28 150' 1 300' J U
3 74' 1 - 29 150' 2 - U z
a
4 75' 1 288' 30 150' 2 300'
BASIS OF DESIGN I 5 74' 2 - 31 150' 3 - J
INITIAL DESIGN FLOW FINAL DESIGN 32
6 76' 2 - 150' 3 300' J H
BEDROOMS GPD/BR _ > 2z
FLOW (GPD) REDUCTION FLOW (GPD) 7 74' 2 - 33 150' 4 cn ww U
I 4 1 20 480 0% 480 I 8 7 3 2 3- w z }a
34 150' 4 300'
9 103 3 - 35 87' 5 - � W cn � z
10 106, 3 209' 36 62' 5 - a Y Q_w =Lu
11 110, 4 - 37 58' 5 w a a w =
12 1 13' 4 223' 38 53' 5 260' U O
TREATMENT TABLE I 13 117' 5 - _j acn
IL-Z TREAT PODS REQUIRED: 1 PODS I m J ��
14 121' 5 238' TOTAL DRIP LINE LENGTH OF ZONE 3 1,460' a �x O
IE-Z TREAT RE -CIRCULATION RATIO: 9 TIMES ADF I - O �� LL
ITOTAL E-Z TREAT FLOW PER DAY: 3377 GALLONS I 15 125' 6 TOTAL SURFACE DRIP LINE LENGTH I 4,415' I
IE-Z TREAT RE -CIRCULATION CYCLES PER DAY: 99 CYCLES I 16 128' 6 253' 1 c
IE-Z TREAT VOLUME PER DOSE: 34 GALLONS I TOTAL DRIP LINE LENGTH OF ZONE 1 11,511'
IRE -CIRCULATION TIMER ON: 2.5 MINUTES I o N
IRE -CIRCULATION TIMER OFF: 12 MINUTES I w o
N
W �p N
DRIP LINE SEGMENTS (ZONE 2) m N P M
LINE # I LENGTH I LATERAL # I LATERAL LENGTH m O UCD
D o
GEOFLOW FIELD DOSING TABLE I 17 132' 1 - CD co
0
INUMBER OF DOSES PER DAY/ZONE: 2 DOSES I Lu N `D
18 135' 1 267'
ITIMER ON. PUMP RUN TIME PER DOSE/ZONE: 10.67 MINS I 19 139' 2 - M N z
ITIMER OFF. PUMP OFF TIME BETWEEN DOSES: 3.82 HRS I 20 142' 2 281' w ¢ J
IPER ZONE - PUMP RUN TIME PER DAY/ZONE: 0.54 HRS:MINS I - z z a' <k
21 146' 3 ¢
TALL ZONES - NUMBER OF DOSES PER DAY / ALL ZONES: 6 DOSES/DAY I � R x U a
22 150' 3 296' w
ITIMER REQUIRED TO COMPLETE ALL FUNCTIONS PER DAY: 24 HRS I 23 150' 4 - z v 00 rn
(DOSE VOLUME PER ZONE: 80 GPD I O = O M
24 150' 4 300' a�Oz04
25 150' 5 - aza Jco
26 150' 5 300'
Ln
(EFFLUENT LIMITS PER 15A NCAC 02T .0605 U ¢ °=
IFIVE-DAY BIOCHEMICAL OXYGEN DEMAND (BOD5): <30 MG/L TOTAL DRIP LINE LENGTH OF ZONE 2 11,444' C U a Lu
ITOTAL SUSPENDED SOLIDS (TSS): <30 MG/L 2 ~
(AMMONIA NITROGEN (NH3-N) <15 MG/L T
IFECAL COLIFORM: <200 /100 ML /���•/
W�
1 DOSING CALCULATIONS 2 DRIP LINE CHARTS z v
C-107 NTS C-107 NTS 51201 C�
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C . B PAC, •`��.

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(7
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BY:
MacCONNELL 501 CASCADE POINTE LANE, SUITE 103 EE
CARY, NORTH CAROLINA 27513 JOB #:
& Associates, P. C. P. O. BOX 129 C24101.00
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone] DATE:
03/21 /2024
BRUCE HAMLETT
SUPPLY LINE
0 STIGALL ROAD, KERNERSVILLE
PLAN AND
SURFACE DRIP SYSTEM
PROFILE
WITH TS-II PRETREATMENT
FORSYTH COUNTY, NC
C-108

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cm
75
CLEAN
OUT
SEPTIC FLOW
FROM HOUSE
±10' OF- c
SCH. 40 PVC
4" X 1"
REDUCER
1" SCH 40
PVC RETURN
FROM FIELD
my\�
r— — — — — — — — — — — — — — — — — — IT — — — — — — — —
3/4" GATE VALVE (FIELDS ADJUST
TO 4 GPM FOR E-Z TR SPIN
FILTER RETURN FLOW)
r 3/4" SCH. 40 PVC RECIRC. LINE
4" E-7H.
' 1,000-GALLON SEPTIC TANK I I I 40 fVC
BY DAVID BRANTLEY & SONS
O + ST-502 OR APPROVED EQUAL
EFFLUENT i/ I (SEE D-102 FOR
FILTER CONTINUATION)
LTER
SERVICE
24"0 E-Z SET RISER W/COVER I I HANDLE
IFF BELOW EDRIVEWAYRWISE OR PARKING) LOT THEN
USE ONLY H-20 TRAFFIC RATED DEVICES
L— — — — — — — — — — — — — — — — — — — — — — — — — — I
1 SEPTIC TANK
D-101 NTS
INV. IN
(SEE SHEET
°0i
PVC RETURN C-102)
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FROM FIELD
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MIN.
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±12"
MIN. .. . _
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108"
24"0 E-Z SET RISER W/COVER (TYP. UNLESS
OTHERWISE NOTED)
NOTE: FIELD VERIFY PRIOR TO ORDERING RISERS
2" SCH. 40 PVC VENT z a
(SEE D-101 NOTE 17)
jNISHED GRADE
\`GA4" PVC
TE VALVE
` 2" VENT— -
WATER LINE
ti
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PRECAST CONCRETE
"DONUT" (OPTIONAL)
4" WYE 4" 45' BEND
Nm
PIPING TO BE 4" SCH. 40 PVC
2 GRAVITY CLEANOUT
D-101 NTS
WATER TIGHT SEAL
ON RISER ASSEMBLY
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SCH. 40 PVC RECIRCULATION
-
, LINE FROM E-Z TREAT TEE
4" SCH.
40 PVC
(SEE D-102 FOR
_
CONTINUATION)
.. INV. OUT
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1"-2" BELOW INVERT IN
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CAST -A -SEAL
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402 RUBBER
_j
BOOT (TYP.)
SIMTECH STF 110 SERIES,
POLYLOCK PL-122 OR
ENGINEERS APPROVED EQUAL
3„
TANK FLOOR MIN.
a SEPTIC TANK SECTION
D-101 NTS
1/3 TANK LENGTH
NOTES
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1.
ALL PIPING SHALL BE SCH 40 PVC UNLESS OTHERWISE
Q LL
NOTED ON PLANS. ALL PVC PIPES SHALL BE BURIED A
H 0 0
MINIMUM OF 3 FEET UNLESS SHOWN OTHERWISE.
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ALL TANKS SHALL HAVE A MINIMUM 28-DAY CONCRETE
STRENGTH OF 4500 PSI.
3.
TANKS SHALL MEET REINFORCING REQUIREMENTS TO
ACCOMMODATE 300 POUNDS PER SQUARE FOOT. EITHER
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REINFORCING WIRE, REBAR OR APPROVED FIBER MAY
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BE USED.
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4.
ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM OF 24
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INCHES. EXCEPTIONS MAY BE MADE ON A CASE BY CASE
X 2 z
BASIS WITH E-Z TREAT'S PRIOR WRITTEN APPROVAL. ALL
W 07 }
ACCESS OPENINGS SHALL BE FITTED WITH E-Z SET RISER
{-
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ASSEMBLIES. SERVICE ACCESS OPENINGS FOR THE
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RECIRCULATION CYLINDER SHALL BE A 30-INCH OPENING
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AND FITTED WITH AN E-Z SET 30-INCH RISER ASSEMBLY.
2 aTRAFFIC
RATED TANKS SHALL HAVE CONCRETE RISERS.
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5.
ALL JOINTS (TOP -SEAM) SHALL BE SEALED USING
L) 0 U =
CONCRETE SEALANTS BUTYL SEALANT # CS-102 MEETING
w J LL
ASTM C-990.
fn J w _
6.
TANKS SHALL BE LEAK -TESTED PRIOR TO SYSTEM START
(a') LL
UP BY APPLYING A VACUUM OF 4-INCHES OF MERCURY
H
WITH RISER ASSEMBLIES IN PLACE OR WITH APPROVAL BY
fn
E-Z TREAT, A 24-HOUR STATIC WATER TEST, IN
O
ACCORDANCE WITH ASTM STANDARDS.
7.
NON -CONCRETE TANKS SHALL NOT BE USED IN
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CONJUNCTION WITH THE E-Z TREAT SYSTEM WITHOUT PRIOR
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WRITTEN APPROVAL BY E-Z TREAT.
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B.
ALL PIPE PENETRATIONS THROUGH PRECAST CONCRETE
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TANKS SHALL BE PRESS -SEAL CAST -A -SEAL 402 RUBBER
M
m U F-O
BOOTS AND GROUTED.
9.
THE FILTER POD INVERT OUT SHALL BE A MINIMUM OF 6"
ABOVE THE INVERT IN OF THE RECIRCULATION TANK OR
c CD CD
1/4-INCH PER FOOT SLOPE, WHICHEVER IS GREATER.
n
10.
CONTRACTOR MAY USE LARGER TANKS.
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11.
MAXIMUM COVER OVER NON H-20 TANKS SHALL BE 30"
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OR AS SPECIFIED BY MANUFACTURER.
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12.
SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM INLET
g JO � Q X
TEE IN SEPTIC TANK RISER
Lu X = LL
13.
SEE C-101 FOR GENERAL NOTES.
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14.
LENGTH, WIDTH, AND DEPTH OF TANKS WILL VARY PER
m
MANUFACTURER.
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15.
MAY USE COMBINATION SEPTIC TANKS AND RECIRCULATION
�
TANKS RATHER THAN SEPARATE IF NECESSARY OR DESIRED
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BY OWNER.
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16.
IN AREAS WITH LOW ALKALINITY WATER, INSTALL ±55 LBS.
o O w
OF MARBLE ROCK (1"-3" DIAMETER) IN 24"x24" MESH
'� H
BAGS. USE 1 BAG PER E-Z TREAT POD. PLACE MARBLE
ABOVE "BEAD" PILLOWS.
' \
v
17.
ALL VENTS FOR TANK RISERS SHALL BE 2" SCH. 40 PVC
AND HAVE POLYLOK CARBON FILTERS OR ENGINEERED
APPROVED EQUAL.
_
18.
ALL TANKS EXCAVATED INTO BEDROCK SHALL HAVE
BEDROCK LINED WITH 10MM SYNTHETIC LINER. LINER SHALL
BE INSTALLED WITH NO MORE THAN A 2 FOOT GAP FROM
F�1
THE TANK. SEE DETAIL 4/D-105.
CAR •..,�
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CLEAN
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(SEE D-101 FOR O
CONTINUATION)
FLOW —►
(SEE D-105 FOR TO E-Z
CONTINUATION) TREAT POD
1-1/2" SCH. 40 PVC
r•-
I 30"0 E-Z SET RISER
W/COVER (TYP)
f314" SCH. 40 PVC RECIRC. LINE TO SEPTIC
I
12" MIN. LENGTH
FLEX PVC
AIR VACUUM RELEASE VALVE -
1,000 GALLON RECIRCULATION/PUMP TANK
BY DAVID BRANTLEY & SONS
PT-237 OR APPROVED EQUAL
IF
I / /I TURBINE PUMP
1-1/2" X
3/4' TEE
L— — — — — — — — — — — — — — — — — — — — —I—
1 RECIRCULATION TANK
D-102 NTS
PRECAST CONCRETE Zoj�
"DONUT" (OPTIONAL) 3/4" SCH. 40
PVC RECIRC. LINE
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CAST -A -SEAL 402 J
RUBBER BOOT (TYP.)
4" SCH. 40 PVC
DROP TEE (TYP.) `o
04
3" +I
a
FROM E-Z
TREAT POD
1L —L
EFFLUENT BYPASS VALVE W/FLOW
REFTRICTOR TO 10 GPM
II I
I a
- I D-102
4" X 2" REDUCER
i
UV UNIT
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C - I 4" X 2" REDUCER
TO FIELD
DOSING
±95" CHAMBER
J JD a
O
-16
30"O E-Z SET RISER :�
W/COVER (TYP) AIR VACUUM
RELEASE VALVE
3/4" GATE VALVE +I
FLOAT TREE J
BRACKET
I
ALARM LIGHT
CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
I-1/Z tiUH. 4U F'VU
's FULL UNION (TYP.)
o
�►
1-1/2" SCH. 40 PVC
LINE TO FILTER POD
HIGH WATER ALARM=
NOTE:
40" ABOVE FLOOR
7
UV UNIT NOT SHOWN FOR
CLARITY. SEE DETAIL 2, D-104
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EFFLUENT BYPASS
DOSE ENABLE_=
VALVE BY E-Z TREAT
22" ABOVE FLOOR
SEE EFFLUENT BYPASS
VALVE SECTION A, D-104
PUMP OFF=
18" ABOVE FLOOR
00
MERCURY
FLOAT
1-1/2" SCH. 40
SWITCHES (3)
PVC FLOAT TREE
.3-
FRANKLIN E-SERIES EFFLUENT PUMP
ALL TANKS REQUIRE A CATALOG NUMBER 94701015
6" THICK #57 STONE 1/2 HP
BEDDING (TYP.)
a RECIRCULATION TANK SECTION
D-102 NTS
(SEE D-105 FOR
CONTINUATION)
puun�
_� �FESS/
- 51201 '
3" PVC STAND
IN •
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— — — — — — — — — — — — — — — — — — — — — — — — — —
A
TURBINE PUMP D-103
AIR VACUUM RELEASE VALVE
00
4,000 GALLON PUMP TANK I TO HYDRAULIC
\� BY SHOAF PRECAST SEPTIC, INC. \\ UNIT
- - - PT-2106 OR APPROVED EQUAL - -
FLOAT TREE
(TYP.)
II II
— — — — — — — — — — — — — — — — — — — — — — — — — — —
150"
1 FIELD DOSING TANK PLAN
D-103 NTS
(SEE D-102 FOR
CONTINUATION)
3"
MIN
N
ii
2 SCH. 40 PVC VENT 1-1/2 SCH. 40
(SEE D-101 NOTE 17) PVC FULL UNION
GRADE
in
to
00
FLOAT TREE BRACKET
SECONDARY TIMER
±31" ABOVE FLOOR
HIGH WATER ALARM
±28" ABOVE FLOOR
DOSE ENABLE
±22" ABOVE FLOOR
PUMP OFF
±18" ABOVE FLOOR
MERCURY FL AT
ro
SWITCHES (4)
1-1/2" SCH. 40�
t12" PVC FLOAT TREE
MIN. I • ' °'' n . ..�
T FRANKLIN E-SERIES EFFLUENT PUMP
CATALOG NUMBER 94701015
1/2 HP
A FIELD DOSING TANK SECTION
D-103 NTS
100% 4" WELL CAP
BACKUP DISCONNECT
PRIMARY LAMP LAMP UNION (TYP.)
4., 2„ 2„ 4"
I 101
4" x 2" 17"
REDUCER REDUCER
1/2" BALL
VALVE
TOP VIEW
IT-CONTROL
WITH ALARM
2"x2"x1/2" -
REDUCING TEE
4" 2„
— — 2"
4"
4 x 2
1/2" BALL
4" x 2"
REDUCER
n
VALVE
REDUCER
AIR VACUUM 1-1/2" PVC
DISCONNECT
RELEASE VALVE CHECK VALVE
UNION (TYP.)
NOTES2
PRIMARY
100%
DIRECT BURY
LAMP
BACKUP
1. ULTRAVIOLET LIGHT PURIFIER UV-102
CABLE TO
_
LAMP
BY E-Z TREAT.
PANEL
2. PROVIDE DUAL GFI RECEPTACLE FOR
UNIT AND HEAT TAPE. FIELD ROUTE
2-#12,1-#12G, IN 3/4" PVC
NON-CORROSIVE
CONDUIT TO 120 VOLT SINGLE PHASE
20 AMP BREAKER AT HOUSE.
REFLECTIVE AND
PROTECTIVE SLEEVE
3. ORIENTATION PER SITE REQUIREMENTS.
4. INSTALL 1/2" BALL VALVE FOR
�' '' •�
SAMPLING DOWNSTREAM OF U.V.
\
UNIT.
SECTION VIE(
5. MAY LOCATE IN RECIRCULATION TANK
IF ACCESS PROVIDED.
1-1/2" SCH. 40 PVC
TO HYDRAULIC UNIT
(SEE D-108 FOR 2 ULTRAVIOLET DISINFECTION UNIT
CONTINUATION) D-103 NTS
3"
MIN
3" PVC STAND QT
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EFFLUENT BYPASS
VALVE BY E-Z TREAT
FINISHED GRADE
/ ,.
4" FROM FILTER POD 4" SCH. 40 PVC
FLOW CONTROL
CROSS (TYP.) �
WEIR
WATER LEVEL PLATE
4" SCH. 40 PVC
(FIELD ADJUST TO SHUT
'
OFF RETURN FLOW TO
FLOAT BALL -
RECIRCULATION TANK AT
6 BELOW SECONDARY
TIMER ELEVATION)
•a
a EFFLUENT BYPASS VALVE SECTION
D-104 NTS
SEE SCHEDULE
LOOPING OF NON DRIP
BLANK TUBING
" 1/2" BLANK (NON DRIP) LINE
(66" MIN. TOTAL LENGTH)
DR P LINE 6" RAID. MIN. (TYP)J i
�I
T
LTC 600 DRIP TO DRIP _ 1.5'
LOCKSLIP COUPLING
TYP. LOOP CONNECTION
4" 90' BEND
4" TO ULTRAVIOLET
DISINFECTION UNIT
(IF APPLICABLE) OR
FIELD DOSING TANK
TANK BALLAST
(IF APPLICABLE)
ALL TANKS REQUIRE A 6"
THICK STONE BASE (TYP.)
FROM SUPPLY MAIN TO RETURN MAIN RETURN
ZONE
SUPPLY HEADER
ZONE
HEADER
TO ALTERNATE
LATERALS \-1/2" RETURN LINE TO
IL I ZONE RETURN HEADER
a 11
�} FEED
} MANIFOLD DRIPPER
/ LINE CONNECTION
1/2" PE TUBING WITH
0.53 GPH EMITTERS
® 2.0' O.C.
1.
TYPICAL ALL DISTRIBUTION FIELDS LOOPED LATERALS
® 3' O.C. (MIN. 9").
2.
SUPPLY AND RETURN LINES TO BE PLACED IN THE
SAME TRENCH.
3.
SEE SITE PLAN FOR LATERAL LENGTHS, LINE
LAYOUT, AND NUMBER OF LATERALS.
4.
INSTALL MANIFOLDS ON OPPOSITE SIDES OF DRIP
FIELD FOR LATERALS WITH AN ODD NUMBER OF
LINES. LAYOUT ABOVE IS TYPICAL OF DESIGNS WITH
AN EVEN NUMBER OF LINES PER LATERAL.
5.
PROVIDE PRESSURE REGULATOR IF REQUIRED TO
MAINTAIN PRESSURE BELOW 40 PSI.
1 DISTRIBUTION FIELD PLAN (TYPICAL)
D-104 NTS
1-1 /2"x 1-1 /2"x3/4"
PVC REDUCING
TEE
3/4" SCH. 40
PVC RECIRC LINE
FIN. GRADE
3/4" PVC
GATE VALVE
/-30"0 RISER W/COVER
SEE GEN. NOTES
1-1/2" ELBOW (TYP.)
•�KL1-1/2" SCH. 40
i PVC FULL UNION
•'a. (TYP.)
-1-1/2"" PVC CHECK
VALVE
1-1/2" SCH. 40 PVC LINE TO
FILTER POD (TREATMENT POD)
"-3/4" 90' ELBOW
B RECIRCULATION TEE SECTION
D-104 NTS
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NOTE:
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1. SEE SITE PLAN FOR
DRIP FIELD RETURN LINE (SEE
SITE PLAN FOR PIPE SIZE)
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ORIENTATION.
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m H M
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A,
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c o
REDUCER
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4„ x 2„
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CLEAN REDUCER
OUT
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4" PVC
QQJNQ
W2XVQ
LL
TO SEPTIC
TANK
H Q O
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PVC
END CAP 4" PVC 4" PVC
WY E TEE
M
m O z 04
Lu 0 a Lu
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2 FIELD RETURN
LINE DETAIL
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D-104 NTS
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2" X 6" BOARD WITH ALUMINUM
BRACKETS ATTACHED TO POD WITH
S.S. SCREWS TO ASSIST WITH ; MINI -CLICK
SOIL STABILIZATION (TYP. OF 4) -—"—"—"— —"- RAIN SENSOR J O
II co 2 STRANDS OF WIRE LrQ U-
II 4" CPP (SEE SITE PLAN FOR A A 0
c/ \ o OUTLET)
c 3/4" C�
AP o o SALT TREATED 4"x4"
c (TYP.) LEAD WIRES TO
OR METAL POST W
c o CONTROLLER ��T J
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c ° 11.QIDO NOT COVER. X W 2 Z
c 2. RAIN SENSOR SHALL BE W U
c o TO OUTLET 00 MODEL MINI-CIK BY HUNTER I j Z } Q
o s 2 W RAIN SENSOR a
c SPRAY NOZZLE o D-105 NTS = p o Lu O0
(TYP.) NOTE-Lu
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° 1. POSTS TO BE PLACED ±20' O.C. fn
O O m J ILL U)
o ' ' o D- 05 2 TWO STRAND WIRE FENCE 0 cnLL
PRESSURE GAUGE 1-1/2" BALL VALVE
o \ Li/ o D-105 NTS c
o + I II o c �
�I 04
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BEDROCK SHALL BE Lu C N
0 0 0 O LINED WITH A 10MM v Li i N
4" SCH. 40 PVC SYNTHETIC LINER WHEN Ill N H M
90' ELBOW (TYP.) NOTES: EXCAVATING INTO FINISHED GRADE m O U p 0
f 1-1/2" 4"� 1. PROVIDE UNDERDRAIN ON SITES WHERE SEASONAL HIGH BEDROCK. /
" GROUNDWATER IS WITHIN 6" OR ABOVE THE BOTTOM 2 MAX /\WaL
EXCAVATION INTO
OF THE TANKS. FROM /\ \ ; BEDROCK LIMITS
EDGE OF TANK ��\�\- - - - - - - - w
\ / / wa Orn
gOx
1 E-Z TREAT TREATMENT UNIT PLAN \ F \ a 0= LL
NTS D-1O5 \� \\a\\ / BACKFILL As \\a\\ a\\ z V 0p o
�YY/� a. REQUIRED 0 2 0 t7
OZ
TOP OF / / a0�
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POD _3' ALL AROUND_ / // // // aZ _jCO
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+I� I' I FINISHED
GRADE / •� / o U O W
1-1/2"0 3� \ \\�
SUPPLY
1 I LINE
Vl
12" I 4"0 RETURN
MIN. LINE ALL TANKS REQUIRE �--�
��'� �.+ - •• ,�•• ,�•• ,�•• .�.+ .�., .�., .�., .�., .moo .moo .moo .yea .yea .tea .tea .tea .tea .tea #57 STONE BEDDING C�
a EXCAVATION INTO BEDROCK (TYP.)
4" CPP PERFORATED 6" THICK #57 D-105 NTS ,,••0�� O� l
TUBING (SLOTTED) STONE BEDDING 0 �ESS� ✓ ��/
AROUND POD (TYP.) (TYP-) SEE SHEET
C-102 FOR QT
INVERT OUT i
a E-Z TREAT TREATMENT UNIT SECTION 51201 n'V(
D-105 NTS
O tiGINE�� "
C Btoo st,$
/J3l

TWO (2)
#4 REBAR -t jj ,..
�.�. -
.T
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I I
MANIFOLD TRENCH
12" WIDTH MIN.
1. PROVIDE TANK BALLAST ON SITES WHERE SEASONAL
f'xj" PVC REDUCING
HIGH GROUNDWATER IS WITHIN 6" OR ABOVE THE
ELBOW (TYP. OF 2)
BOTTOM OF THE TANKS.
2. CABLES SHALL BE 3/16" STAINLESS STEEL, LENGTH
WELL PACKED
VARIES PER TANK.
EARTHEN DAM —
3. CONNECT CABLE TO REBAR EMBEDDED IN BALLAST
'
WITH TWO (2) STAINLESS STEEL CLAMPS PER
CONNECTION.4.
TIGHTEN MINIMUM 2 CABLES PER TANK.
m
5. EACH CABLE SHALL BE A MINIMUM OF 2' FROM ENDOF
WRETURNY
TANK.
6. REBAR SHALL BE NO. 4.a7.
BALLAST MAY BE PRECAST OR POURED IN PLACE
USING PLYWOOD FORMS.8.
TOTAL SEPTIC TANK BALLAST SHALL BE A MINIMUM OF
TWO (2) CUBIC YARDS.
SUPPLY
9. TOTAL RECIRCULATION/FIELD DOSING TANK BALLAST
SHALL BE A MINIMUM OF TWO (2) CUBIC YARDS.
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�\ ALUERI�NTM This drawing contains proprietarylnformation Model I Quote Number Drawn By B. Nelson
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110 15TH ST. SOUTH
Notes 1 WARNING Electrical Shock H-andi Disconnect power before servicing this product A qualified service person must Install and service this product according to applicable electrical and lumbin codes
HAWLEY MN, 56549 P 9 P 9 P P 9 PP P 9 Date 1/19/2021
2 Install In accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure
3 Connect all grounds to a good ground 4 Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5 Branch Circuit Protection Device/Disconnect Means Field Provided I Revision
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11015TH ST SOUTH
Notes 1 WARNING Electrical Shock Hazard Disconnect power before servicing this product A uallfied service person must Install and service this product according to applicable electrical and lumbin codes
HnwLev MN, sss4s P 9 P 9 P P 9 PP P 9 Date 1 /19/2021
2 Install In accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure
3 Connect all grounds to a good ground 4 Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5 Branch Circuit Protection Device/Disconnect Means Field Provided I Revision
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Leading Edge Control Products
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11015TH ST SOUTH
Notes 1 WARNING Electrical Shock Hazard Disconnect power before servicing this product A qualified service person must Install and service this product according to applicable electrical and lumbin codes
P 9 P 9 P P 9 PP P 9
Date 1 /19/2021
HAWLEV AN.5654s
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Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Specifications
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Table of Contents
Excavationand Backfilling.......................................................................................................... 1
Septic, Recirculation, and Field Dosing Tank Installation and Testing .................................. 2
PipingInstallation and Testing.................................................................................................... 4
E-Z Treat Dosing Pump and Control Panel............................................................................... 4
E-Z Treat Treatment Unit Installation....................................................................................... 4
EffluentBypass Valve................................................................................................................... 5
DenitrificationAssembly.............................................................................................................. 5
FieldDosing Pump........................................................................................................................ 5
HydraulicUnit Installation.......................................................................................................... 5
DripIrrigation Line Installation................................................................................................. 5
UltravioletDisinfection Unit........................................................................................................ 7
RainSensor.................................................................................................................................... 7

Project Specifications
Excavation and Backrilling
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry -out to the greatest extent
possible.
4. Soil materials shall be free of boulders, roots, sod, organic matter, and frozen material.
5. Bedding materials for pre -cast concrete structure installation shall be 957 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event that rock is encountered, the Contractor shall remove it at no additional cost to the owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes, ordinances, and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConneII & Associates, P.C. Project No.: C24101.00

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.
13. If Applicable, all tanks excavated into bedrock shall have bedrock lined with 10-millimeter
synthetic liner.
Septic, Recirculation, and Field Dosing Tank Installation and Testing
1. Septic tanks shall conform to criteria in 15A NCAC 18E .0801-.0805
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.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConneII & Associates, P.C. Project No.: C24101.00
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.
9. A 24-hour static water 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 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.
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3rd to 1/3rd
The baffle wall shall be constructed to permit passage of effluent through a slot or holes
located between 45 and 55 percent of the interior depth.
11. Septic tank shall be fitted with a Sim Tech STF-110, Polylok PL — 122, or Engineer approved
effluent filter that extends down to 50 percent of the liquid depth of the tank.
12. Septic tank shall be as specified on the constructions drawings.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00
3

Piping Installation and Testing
1. Piping shall be PVC and of type and size as shown on the construction drawings. Piping shall
be installed with a minimum of three (3) feet of cover unless shown otherwise on the
construction drawings.
2. Piping shall be installed to be able to meet a pressure test whereby the pressure remains
constant for a minimum of two hours, and the allowable leakage is not more than 10 gpd/inch
of pipe diameter/mile.
3. Any line installed under a driveway shall be sleeved in Class 52 Ductile Iron Pipe or encased
in concrete and extend a minimum of 5 feet on either side and unless shown otherwise on the
construction drawings.
4. Forcemains installed under streams and driveways shall be sleeved in Class 52 Ductile Iron
Pipe.
E-Z Treat Dosing Pump and Control Panel
1. The E-Z Treat dosing pumps shall be one (1) Franklin E-Series multi -stage submersible pump
for operation on a single phase, 115 Volt service (specified by E-Z Treat).
2. The control panel shall be an E-Z Treat provided simplex panel. The panel shall have a
recirculation pump load sensor/alarm, two on/off timers, discharge pump alarm, high/low
water alarm, and low water level/run dry pump protection.
3. The control panel shall be in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat treatment unit.
4. No splices may be placed in the pump tank or riser. All splices shall be made above ground in
a NEMA 4x junction box.
5. Control and alarm circuits shall be on separate circuits.
6. The audible/visual alarms shall be external to any structure.
E-Z Treat Treatment Unit Installation
1. The E-Z Treat Treatment Units shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConneII & Associates, P.C. Project No.: C24101.00
4

Effluent Bypass Valve
1. The effluent bypass valve shall be by E-Z Treat and shall be installed in accordance with the
manufacturer's recommendations and as shown on the contract drawings.
Denitrification Assembly
1. Valves and piping back to the front of the septic tank shall be integral with the pod dosing
system.
Field Dosing Pump
1. The field dosing pump shall be as specified on the construction drawings, or approved equal
by Engineer. The motor shall meet the horsepower requirement for operation on a single phase
service. The control panel shall be a NEMA 4X control panel with a two -stage timer, elapsed
time meter, event counter, and alarm (both audible and visual) system. The alarms shall be
external to any structure.
Hydraulic Unit Installation
1. The E-Z Set Drip hydraulic unit shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
2. Electric solenoid zone valves shall be 1-1/2" (Model G-SVLVB-150).
3. Biodisc filter shall be 1" (Model G-WHWSGUT-D-I5ACT).
Drip Irrigation Line Installation
1. The drip irrigation lines shall be installed as shown on the construction drawings. The lines
shall be laid parallel to the existing contours and laid completely level.
2. Emitter spacing shall be 24-inches. There shall be 3-feet of spacing between adjacent drip
lines.
3. Contractors shall ensure minimum disturbance of the soil in the wooded area. Weeds, trees
and bushes less than 2 inches in diameter shall be removed, whereas vegetation that has
diameter greater than 2 inches shall not be disturbed.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00
E

4. Harrow rake and backfill the soil if necessary. Native soil shall not be disturbed more than 1
inch into the soil profile.
5. Only rubber -tire, light -duty equipment shall be used in these areas.
6. No excavation for initial wastewater disposal field laterals shall occur while the project site is
wet.
7. The retained trees shall maintain a minimum of three (3) feet in radius clearance area where
no new soils shall be backfilled. Backfilled soils shall be gradually filled where the slope is
one (1) vertically and three (3) horizontally. Drip lines shall not be placed within the three (3)
feet clearance areas.
8. Retain as many well -established trees as possible. Remove pine trees and retain hardwoods
preferentially where tree displacements are necessary.
9. Leaf and vegetation matter shall be raked from irrigation site.
10. Limitations of soil disturbance shall be clearly addressed to responsible personnel. Any
necessary disturbance that exceeds the soil disturbance limits shall be approved by engineer.
11. If applicable, after completion of filling, backfilling, and grading, topsoil shall be spread
uniformly to a depth of not less than thirteen (13) inches over the seasonal high ground water
level. Topsoil shall be compacted lightly in an approved manner. The finished surface shall
be in conformity with the lines, grades, and cross -sections shown on the Contract Drawings,
as well as free from dips, bumps, and irregularities in alignment.
12. If applicable, all fill and backfill shall be free from roots, wood scrap material, and other
vegetable matter and refuse. Fill and backfill shall be placed in layers not more than eight (8)
inches thick, loose except as specified otherwise herein, and each layer shall be compacted
thoroughly and evenly.
13. For pipe trenches, fill and backfill, unless otherwise noted, shall be compacted to at least 90
percent of the maximum density at optimum moisture content, as determined by ASTM D
2167 (Modified Proctor Method).
14. The Contractor shall perform all grading in areas so indicated. Fill shall be brought to finished
grades indicated on the Contract Drawings and shall be graded so as to drain water away from
structures. Areas directly and indirectly affected by the construction work shall be graded to
provide proper drainage and surfaces suitable for the use of mowing machines.
15. Surplus material not required for completion of the construction work or unsuitable for filling,
backfilling, and/or grading shall be disposed of at the Contractor's expense in an approved spoil
area and in accordance with local ordinances.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00

16. Field specific installation shall be as shown on the drawings.
17. Drip lines shall be installed in a manner to minimize disturbance to the existing vegetation on
the disposal field.
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.
Rain Sensor
1. A Hunter Mini-Clik rain sensor shall be installed adjacent to the hydraulic unit in an area that
will receive precipitation (that is not covered by any trees).
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00

SEAL Q
a 051201 C.)
Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Engineering Calculations
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Septic Tank (1,000 ST-502)
Basic Dimensions
Lid Thickness (L)
0.33
(feet)
Lid Hole Diameter (1-11)
24.00
(inches)
Lid Hole Diameter (1-12) - If tank has only one hole, leave
24.00
(inches)
blank.
Lid Hole Diameter (1-13) - If tank has only one hole, leave
0.00
(inches)
blank.
Length of Tank (A)
8.88
(feet)
Width of Tank (B)
4.29
(feet)
Height of Tank Excluding Lid (C) - This value includes the
5.50
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.50
(feet)
ground level to the top of the lid.
Wall Thickness (T)
0.25
(feet)
Base Thickness (E)
0.33
(feet)
Distance to Groundwater (GW)
0.00
(feet)
Customizations To Add Ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
5.17
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no, enter a value of 0. Please note:
0.00
(feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.33
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? F If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
0.00
(feet)
horizontal distance, P, from all four tank walls.
If yes, how much? (P) If no, enter a value of 0.
Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E
0.33
(feet)
and F.
Lip Thickness - This measurement is the sum of E and F.
0.33
(feet)

Total Height of the Tank from the Top of the Lid to the Bottom
of the Base - This measurement is the sum of L, C, and F. 5.83 (feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value 5.17 (feet)
ofC -E -U.
Final Volume of Tank 164.17 (cf)
Final Volume of Tank 1228.11 (qallons)
Unit Weiahts
Unit Weight of Water
Unit Weight of Dry Soil
Unit Weight of Submerged Soil
Unit Weight of Saturated Soil
Unit Weiqht of Concrete
110.00
(lb/cf)
47.60
(lb/cf)
120.00
(Ib/cf)
150.00
(lb/cf)
Changes in Total Concrete Weight Due to
Customizations
Neight of extra concrete inside tank used to create thicker „h\
base (Weight of extra concrete due to U) - \'" 1
Weight of extra concrete on bottom of tank used to create 0 (lb)
thicker base (Weight of extra concrete due to F)
Weight of extra concrete due to lip (Weight of extra concrete 0 (lb)
due to P)
Weiqht of concrete removed due to lid hole 311 (lb)
Soil and Concrete Weights
Weight of Soil on Lid 2271 (lb)
Weight of Soil on Lip 0 (lb)
Weight of Lid Alone 1574 (lb)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip (P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside 8371 (lb)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must 0.00 (feet)
be less than the final inside height of the tank.
Weiqht of Water in Tank 0 (lb)
Weight of System Components
Total Weight of Soil on Tank 2271 (lb)
Total Weight of Concrete 8371 (lb)
Total Weiqht (Tank, Water in Tank, and Soil) 10642 (lb)

Sliding Resistance
Specific Gravity of Soil, SG
2.75
Friction Factor (Found in Table 1), f
0.30
Void Ratio (Found in Table 3), e
0.85
Ratio of Lateral to Vertical Earth Pressure (Found in Table 2),
0.33
Ka
Slidinq Resistance
16577 (lb)
Uplift Force
Uplift Force 1
13856.31 (lb)
Safety Factor 11.50
Uplift Force with Safety Factor 1
20784.46 (lb)
Additional Ballast Required I NONE I (11b)

Recirculating Tank (1,000 PT 237)
Basic Dimensions
Lid Thickness (L)
0.33
(feet)
Lid Hole Diameter (1-11)
24.001
(inches)
Lid Hole Diameter (1-12) - If tank has only one hole, leave
30.00
(inches)
blank.
Lid Hole Diameter (1-13) - If tank has only one hole, leave
0.00
(inches)
blank.
Length of Tank (A)
7.791
(feet)
Width of Tank (B)
4.961
(feet)
Height of Tank Excluding Lid (C) - This value includes the
4.50I
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.50
(feet)
ground level to the top of the lid.
Wall Thickness (T)
0.251
(feet)
Base Thickness (E)
0.331
(feet)
Distance to Groundwater (GW)
0.001
(feet)
Customizations To Add Ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
4.17
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no, enter a value of 0. Please note:
0.00
(feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.33
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? (F) If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
0.00
(feet)
horizontal distance, P, from all four tank walls.
If yes, how much? (P) If no, enter a value of 0.
Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E 0.33 (feet)
and F.
Lip Thickness - This measurement is the sum of E and F. 0.33 (feet)
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base - This measurement is the sum of L, C, and F. 4.83 (feet)
This is equivalent to the sum of L, C - E, E, and F.

Final Inside Height of Tank - This measurement is the value 4.17 (feet)
ofC -E -U.
Final Volume of Tank 135.45 (cf)
Final Volume of Tank 1013.26 (qallons)
Unit Weights
Unit Weight of Water
62.40
(Ib/cf)
Unit Weight of Dry Soil
110.001
(Ib/cf)
Unit Weight of Submerged Soil
47.601
(lb/cf)
Unit Weight of Saturated Soil
120.001
(lb/cf)
Unit Weiqht of Concrete
150.001
0b/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker
0
(lb)
base (Weight of extra concrete due to U)
Weight of extra concrete on bottom of tank used to create
0
(lb)
thicker base (Weight of extra concrete due to F)
Weight of extra concrete due to lip (Weight of extra concrete
0
(lb)
due to P)
Weiqht of concrete removed due to lid hole
398
(lb)
Soil and Concrete Weights
Weight of Soil on Lid
2184
(Ib)
Weight of Soil on Lip
0
(lb)
Weight of Lid Alone
1514
(lb)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip (P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside
7274
(lb)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must 0.00 (feet)
be less than the final inside height of the tank.
Weiqht of Water in Tank 01 (lb)
Weight of System Components
Total Weight of Soil on Tank 2184 (Ib)
Total Weight of Concrete 7274 (lb)
Total Weiqht (Tank, Water in Tank, and Soil) 9457 (lb)
Sliding Resistance
Specific Gravity of Soil, SG 2.75
Friction Factor (Found in Table 1), f 0.301
Void Ratio (Found in Table 3), a 0.851

Ratio of Lateral to Vertical Earth Pressure (Found in Table 2), 0.33
Ka
Sliding Resistance 11971 (lb)
Uplift Force
Safety Factor
Uplift Force with Safety Factor
1.50
17465.82 (lb)
itional Ballast Required I NONE I (Ib)

Field Dosing Tank (MS 4,000 PT)
* * * ALL ORANGE CELLS MUST BE FILLED * * *
Values for f, Ka, and e can be found in Tables 1, 2, and 3 in the accompanying document.
Disclaimer: Use of this calculator does not guarantee the proper function or performance
Basic Dimensions
Lid Thickness (L)
0.33
(feet)
Lid Hole Diameter (1-11)
24.00
(inches)
Lid Hole Diameter (1-12) - If tank has only one hole, leave
24.00
(inches)
blank.
Lid Hole Diameter (H3) - If tank has only one hole, leave
0.00
(inches)
blank.
Length of Tank (A)
12.50
(feet)
Width of Tank (B)
6.50
(feet)
Height of Tank Excluding Lid (C) - This value includes the
8.33
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.50
(feet)
ground level to the top of the lid.
Wall Thickness (T)
0.25
(feet)
Base Thickness (E)
0.33
(feet)
Distance to Groundwater (GW)
0.00
(feet)
Customizations To Add Ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
g.00
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no, enter a value of 0. Please note:
0.00
(feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.33
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? F If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
0.00
(feet)
horizontal distance, P, from all four tank walls.
If yes, how much? (P) If no, enter a value of 0.

Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E
0.33
(feet)
and F.
Lip Thickness - This measurement is the sum of E and F.
0.33
(feet)
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base - This measurement is the sum of L, C, and F.
8.67
(feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value
8.00
(feet)
ofC -E -U.
Final Volume of Tank
576.00
(cf)
Final Volume of Tank
4308.78
(gallons)
Unit Weights
Unit Weight of Water
62.40
(lb/cf)
Unit Weight of Dry Soil
110.00
(lb/cf)
Unit Weight of Submerged Soil
47.60
(lb/cf)
Unit Weight of Saturated Soil
120.00
(lb/cf)
Unit Weight of Concrete
150.00
(lb/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker 0 (lb)
base (Weight of extra concrete due to U)
Weight of extra concrete on bottom of tank used to create 0 (lb)
thicker base (Weight of extra concrete due to F)
Weight of extra concrete due to lip (Weight of extra concrete 0 (lb)
due to P)
Weight of concrete removed due to lid hole 314 (lb)
Soil and Concrete Weiqhts
Weight of Soil on Lid 5801 (lb)
Weight of Soil on Lip 0 (lb)
Weight of Lid Alone 3748 (lb)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip (P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside 18911 (lb)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.

Water in Tank
Water Level in Tank - Please note: The value entered must 0.00 (feet)
be less than the final inside height of the tank.
Weiqht of Water in Tank 0 (lb)
Weight of System Components
Total Weight of Soil on Tank 5801 (lb)
Total Weight of Concrete 18911 (lb)
Total Weiqht (Tank, Water in Tank, and Soil) 24712 (lb)
Sliding Resistance
Specific Gravity of Soil, SG 2.75
Friction Factor (Found in Table 1), f 0.30
Void Ratio (Found in Table 3), e 0.85
Ratio of Lateral to Vertical Earth Pressure (Found in Table 2), 0.33
Ka
Slidinq Resistance 46018 (lb)
Uplift Force
Uplift Force 43940.00 (lb)
Safety Factor 1.30
Uplift Force with Safety Factor 57122.00 (lb)
Additional Ballast Required I NONE I (11b)

Subject: E-Z Treat Model 600 Pod Flotation
Calculation Variables
Pod Length =
729
ft.
Assume the folowina densities:
Pod Width =
4.08
ft.
Pod Height below Surface =
3.3
ft.
Water = 62.4
lb / Cu. Ft.
Natural Soil Depth (for Flotation) =
0.50
ft.
Soil = 110
lb / Cu. Ft.
Fill Soil Depth (for Ballast) =
2.50
ft.
Submerged Soil = 47.6
lb / Cu. Ft.
Depth of Bury =
0.00
ft.
Pressure Treated Lumber = 2.36
lb / Linear Ft.
Lid Thickness =
0.00
ft.
Unit Weight of Concrete = 150
lb / Cu. Ft.
Additions to Base =
0.00
ft.
*Concrete will be min. 3,500psi with fibermesh*
Distance to Groundwater =
0.00
ft.
Friction Factor =
0.3
Fin Width =
0.1
ft.
Concrete Thickness =
1.1
ft.
Distance Between Fins =
0.5
ft.
Ratio of Lateral to
Vertical Earth
Pressure (Ka) =
0.33
Determine Upward Forces:
Pod Buovancv:
Pod & Concrete Area =
Pod & Concrete Buried Volume =
`(Total Upward Forces =
Determine Downward Forces
Pod Slidina Resistance:
Linear Density =
Perimeter of Pod =
Pod Weiaht IEmotvl:
*Provided by Manufacturer*
Total Weiaht of Concrete Around Pod
Volume Above Fins =
Volume Around Pod
(2.8 ft in Height) _
Soil Over Concrerte
(0.5 ft in Height) _
llTotal Downward Forces =
Factor of safety =
4920 Sq. Ft.
163.99 Cu. Ft. IlTotal Buoyant Force of Basin =
10,233 lb II
433.93 lb/ft
22.75 ft.
IITotal Sliding Resistance of Pod =
l Total Weight of Pod =
6.64 Cu. Ft.
70.81 Cu. Ft.
12.51 Cu. Ft.
l Total Concrete & Soil Weight Above Fins =
15,449 I b
Total Downward = 1.51
Total Upward
FS > 1.5 OK
10,233 IbJ(
2,962 Ibll
275 Ibll
12,212 Ibll

MacConnell & Associates, P.C.
Project: Surface Drip System with TS41 Pretreatment
Project Number: C24101.00
Location: Forsyth County, North Carolina
Subject: Tank and Treatment Sizing Calculations
Date: March 21, 2024
Assumutions And Calculations:
1. Treatment flow is based on unadiusted flow.
2. Irrigation flow is based on reduced flow
Number of Bedrooms:
Average Daily Flow per Bedroom:
Unadjusted Design Flow:
Flow Reduction:
Adjusted Flow:
Sizing Calculations Per Innovative Approval
Table 1- Model 600 and Tank Volumes
Note:
Input
Calculated
4.0 Rooms Given
120 GPD 15A NCAC 18A .1949
480.0 GPD
0 % 15A NCAC 18A .1949
480.0 GPD
Minimum Septic
Minimum
Design Daily
Tank Volum
Recirculation/Pump Tank
Flow(gpd)
(gallons)
Volume (gallons)**
Number of Media Pods
< 480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Model 600 pod
5 Bedrooms
1,250
2,000
1 Model 600 pod
6 Bedrooms
1,500
2,200
2 Model 600 pod
601 - 1,500
V=1.17Q+500
V=1.17Q+500
1 Model 600 pod per 600 gallons
1,501 - 3,000
V=0.75Q+1,125
V=0.75Q+1,125
1 Model 600 pod per 600 gallons
**Recirculation/pump tank minimum size based on total internal tank volume.
Recirculation/Pump
Tank Volume=Recirculation Tank(Chamber) Volume
+Pump Tank(Chamber) Volume
SEPTIC TANK DESIGN:
Minimum Septic Tank Volume Required:
Septic Tank Volume Provided:
Sentic Tank storage and effective volume calculations:
Septic Tank Total Void Volume = L * W * D:
Tank length:
Tank Width:
Tank Depth:
Total Void Volume:
Septic Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
Tank Width:
Lowest Invert:
Effective Volume:
1,000.0 Gallons
1,000.0 Gallons
8.0 foot
3.8 foot
5.2 foot
1,172.3 Gallons
8.0 foot
3.8 foot
4.5 foot
1,021.0 Gallons
Septic Tank Treatment Detention Time: 2.1 Days Effective Volume / ADF

E-Z TREAT DESIGN:
Pod Dimension - Length
7.3 Feet
Given
Pod Dimension - Width
4.0 Feet
Given
Pod Dimension - Height
3.3 Feet
Given
Pod Surface Area
28.9 ft2
L x W
Rated Loading Rate per Pod
700.0 GPD,
Given
E-Z Treat Pods Required:
0.7
ADF/Pod Loading Rate
E-Z Treat Pods Used:
1 Pod
E-Z Treat Dose per Pod:
34.0 Gallons
Given
E-Z Treat Volume per Dose
34.0
Dose per Pod x Number of Pods
Re -Circulation Timer On:
2.5 Minutes
Given
Re -Circulation Timer Off.
12.0 Minutes
Given
E-Z Treat Re -Circulation Cycles per Day:
99.3 Cycles
Time per Day / Time per Cycle
Total E-Z Treat Flow per Day:
3376.6 Gallons
E-Z Treat Volume/Dose x Cycles/Day
E-Z Treat Re -Circulation Ratio:
7.0
E-Z Treat Flow per Day / ADF
Denitrification Gallons Returned:
993.1 GPD
Denitrification Return Setting:
4.0 GPM
E-Z Treat Surface Area:
28.9 ft2
E-Z Treat Loading Rate:
16.6 GPD/ftz
ADF/Surface Area
E-Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings.
Minimum Pump/Re-Circulation Tank Volume Required:
1,000.0 Gallons
Recirculation Tank Volume Provided:
1,000.0 Gallons
Field Dosing Tank Provided:
4,000.0 Gallons
Pump/Re-Circulation Tank Volume Provided:
5,000.0 Gallons
Recirculation Tank storage and effective volume calculations:
Recirculation Tank Total Void Volume = L * W * D:
Tank length:
7.3 foot
Tank Width:
4.5 foot
Tank Depth:
4.2 foot
Total Void Volume:
1,013.2 Gallons
Recirculation Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
7.3 foot
Tank Width:
4.5 foot
Lowest Invert To Tank Bottom:
3.4 foot
Effective Volume:
830.8 Gallons
Recirculation Tank Effective Volume to Pump Off = L * W * Lowest Invert T i Pump
-Off Elevation:
Tank length:
7.3 foot
Tank Width:
4.5 foot
Lowest Invert To Pump -Off:
1.9 foot
Effective Volume:
466.1 Gallons
Recirculation tank is an all -time -filled storage/pump tank.
Field Dosing Tank storage and effective volume calculations:
Field Dosing Tank Total Void Volume= L * W * D:
Tank length:
12.0 foot
Tank Width:
6.0 foot
Tank Depth:
8.7 foot
Total Void Volume:
4,667.5 Gallons
Field Dosing Tank Effective Volume To Tank Bottom = L * W * Lowest Invert To
Tank Bottom:
Tank length:
12.0 foot
Tank Width:
6.0 foot
Lowest Invert To Tank Bottom:
7.2 foot
Effective Volume:
3,859.7 Gallons

Field Dosing Tank Effective Volume To Pump Off = L * W * Lowest Invert T - Pump Off.
Tank length:
12.0 foot
Tank Width:
6.0 foot
Lowest Invert To Pump Off.
5.7 foot
Effective Volume:
3,051.8 Gallons
Days of Field Dosing Storage (Effective Volume/ADF):
6.4 Days >5days per 15A NCAC 02T .0605(m)
Total System Effective Storage =
Annual Loading from Soil Scientist:
Maximum Instantaneous Loading Rate from Soil Scientist:
Total Field Area Required:
Total Field Area Provided: (Wetted Area)
Annual Loading Rate Provided:
(ADF x 365 Days per Year x 43,560 / 27,154 / Area Provided)
Total Irrigation Flow: (Set by Design)
Instantaneous Loading Rate Provided:
(Total Irrigation Flow x 96.3) / Total Field Area Provided
4,193.3 Gallons
22.20 Inches/Year
0.3 Inches/Event (Hour)
12,661 Square Feet
13,245 Square Feet
21.22 Inches/Year
7.50 GPM Dose Flow per Geollow Calculations
0.05 Inches/Hour

MacConnell & Associates, P.C.
Project: Surface Drip System with TS-II Pretreatment
Project Number: C24101.00
Location: Forsyth County, North Carolina
Subject: E-Z Treat Treatment Calculations
Date: March 21, 2024
Assumptions And Calculations:
Notes:
Input
Calculated
Influent Characteristics:
BOD (5-Day):
300 mg/1
From EPA Design Manual
TSS:
300 mg/1
From EPA Design Manual
NH3:
25 mg/1
N-Organic:
34 mg/1
TKN:
59 mg/1
N-Organic+NH3
NO3+NO2:
1 mg/1
IN:
60 mg/1
TKN + NO3 + NO2
Total Coliforms:
75,000,000 Number
From NSF 350 Approval
Effluent Limits:
Biochemical Oxygen Demand (BOD5):
<30 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Total Suspended Solids (TSS):
<30 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Ammonia Nitrogen - N114-N
<15 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Total Nitrogen (TN)
<20 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Fecal Coliform:
<200 /100 ml
Proposed Effluent Limit Geometric Mean per 15A NCAC 02T .0605
Septic Tank
Desarn:
BOD Removal:
60.0 Percent
Given
TSS Removal:
70.0 Percent
Given
NHL Removal:
0.0 Percent
Given
N-Organic Removal:
35.0 Percent
N-Organic Converted to NH3:
50.0 Percent
NO3 + NO2 Denitrified:
90.0 Percent
Total Coliforms Removal:
50.0 Percent
SeDtic Tank Effluent Concentrations:
BOD (5-Day):
120.0 mg/1
Concentration - Percent Removed
TSS:
90.0 mg/1
Concentration - Percent Removed
NHL:
42.0 mg/1
Concentration - Percent Removed + N-Organic Converted to NHL
N-Organic:
17.0 mg/1
Concentration - Percent Removed - N-Organic Converted to NHL
TKN:
59.0 mg/1
N-Organic+NH3
NO3 + NO2:
1.0 mg/1
NO3 + NO2 Effluent + Return from Recite Tank - Denitrified
IN:
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:
95.0 Percent
Given
TSS Removal:
95.0 Percent
Given
NHL Removal (to Air):
2.0 Percent
Given
NHL Nitrified to NO3 + NO2 :
95.0 Percent
Given
N-Organic Converted to NH3:
95.0 Percent
NO3 + NO2 to Septic for Denitrification:
90.0 Percent
E. Coliforms Removal:
50.0 Percent

E-Z Treat/Re-Circ. Tank Effluent Concentratio is:
BOD (5-Day):
6.00 mg/l
Concentration - Percent Removed
TSS:
4.50 mg/l
Concentration - Percent Removed
NH3:
2.87 mg/l
Concentration - Percent Removed + (S.T. Cone. + (N-Organic to NH3) Nitrified)
N-Organic:
0.85 mg/l
Concentration -N-Organic Converted to NH3
TKN:
3.72 mg/l
N-Organic+NH3
NO3 + NO2:
2.05 mg/l
NO3 + NO2 S.T. Effluent + Nitrified NH3 - Return to Septic Tank
TN:
5.76 mg/l
TKN + NO3 + NO2
Total Coliforms:
18,750,000.0 /100 ml
Concentration - Percent Removed
Ultraviolet Disinfection:
Desien
UV Dosing Rate:
10.0 gpm
Flow Rate
Number of Units:
1 Units
Pump Flow/Dosing Rate
BOD Removal:
0.00 Percent
Given
TSS Removal:
0.00 Percent
Given
NH3 Removal:
0.00 Percent
Given
N-Organic Removal:
0.00 Percent
Given
NO3 + NO2 Removal:
0.00 Percent
Total Coliforms Removal:
99.999000000 Percent
Ultraviolet Disinfection Effluent Concentration.:
BOD (5-Day):
6.00 mg/l
Concentration - Percent Removed
CBOD:
<6.00 mg/l
CBOD < BOD5 as CBOD only measures oxidation of carbons.
TSS:
4.50 mg/l
Concentration - Percent Removed
NH3:
2.87 mg/l
Concentration - Percent Removed + (S.T. Cone. + (N-Organic to NH3) Nitrified)
N-Organic:
0.85 mg/l
Concentration -N-Organic Converted to NH3
TKN:
3.72 mg/l
N-Organic+NH3
NO3 + NO2:
2.05 mg/l
NO3 + NO2 S.T. Effluent + Nitrified NH3 - Return to Septic Tank
TN:
5.76 mg/l
TKN + NO3 + NO2
Total Coliforms:
187.50 /100 ml
Concentration - Percent Removed
Fecal Coliforms:
< 187.50 /100 ml
Fecal Coliforms < Total Coliforms < 200 colonies/100ml = Okay

Geofl%Apw
Small Systems Design Sheet
Directions: Fill-in applicable cells in BLACK. Answers appear in PURPLE.
©2023 Geoflow v.230721
i gpd, maximum flow Definitions: 1. Day = 24 hours
i i : gpd/fe, soil loading rate 2. Lateral = supply to return connection total length
MM usuable acres for dispersal 3. Run = number and length within each lateral
12,661 fe, total
0.291 acres, minimum
drip tubing p/n
i ft, dripline spacing
4,220 ft, dripline required
2 ft, dripper (emitter) spacing
6 fe per dripper
0.23 gpd dispersed, per dripper
0.6 gph, per dripper rate
0.38 hrs/d, theoretical per dripper max run time
23 min/d, theoretical per dripper max run time
© max hrs/d, pump run time (12 hrs default)
5 max theoretical zones, no.
© select number of zones
4,220 fe, each zone
1,407 ft, theoretical dripline run length per zone
• drip lateral length >10% (shortest to longest)
ft, lateral length
select laterals per zone
fps, flush velocity
1,500.0 ft, calculated dripline run length per zone
750 drippers, calculated per zone
7.5 gpm, dispersal flow rate
14.9 gpm, flushing flow rate
7.4 gpm, return flow rate
� input cycles per day per zone, no. (all zones dosed invidually each cycle)
10.67 min, run time (fully pressurized) per zone per dose
32.00 min, "on" time per dose cycle
688.00 min, "off' time per dose cycle
64 min/d, "on" time, or 1.07 hrs/d
1376 min/d, "off' time, or 22.93 hrs/d
4dosing tank capacity must accommodate peak hourly, daily, and weekly flows, and intermittent flow storag e+-

1. Headworks to flush discharge point
2 - Headworks
3 - Return manifold outlet to headworks
4 - Drip lateral supply manidold to return manifold
5 - Zone valve (if zone valve used) to supply manifold
6 - Zone valve, if used
7 - Headworks to zone valve/supply manifold
8 - Headworks
9 - Pump discharge to headworks
Tube
works
Valve
ling Velocity
num Inlet Pressure
ium Outlet Pressure
est Lateral
Number of Laterals
Linear Footage of Drip Tube
'•- Diameter Linear Feet Elevation
Inches Feet
1 40 0.8
11/4 200 3.32
11/2 196.5 -3.34
1 1/4 1 0
1 Headworks to flush discharge point
2 Headworks
3 Return manifold outlet to headworks
4 Drip lateral supply manidold to return manifold
5 Zone valve (if zone valve used) to supply manifold
Geofl&%"R,kw
Dispersal
Flushing
Return
GPM
GPM
GPM
7.4
7.4
7.4
1.5
3.0
1.5
7.5
14.9
7.5
7.5
7.5
7.5 GPM, Minimum Required During Dispersal Cycle
53.1 PSI, Minimum Pressure During Dispersal Cycle at Pump Discharge
14.9 GPM, Minimum Required During Flushing Cycle
88.7 PSI, Minimum Pressure During Flushing Cycle at Pump Discharge
64.9 Gallons, Minimum Required to Fill Pipe Network
14.9
3.0
14.9
Dispersal Flushing
Velocity Velocity
2.0
1.2 2.3
1.6
3.2
1.6
3.2
Return Dispersal
Velocity F Loss PSI
2.7
1.6
4.7
4.5
0.0
1.0
2.9
6 Zone valve, if used
7 Headworks to Zone valve/supply manifold
8 Headworks
9 Headworks to Zone valve/supply manifold
©2023 Geoflow v.230721
Flushing
F Loss PSI
0.9
1.0
2.2
31.8
-0.2
4.7
0.0
1.0
2.9
Elevation Total Q
PSI
Gallons
0.3
1.8
1.4
15.5
3.7
-1.4
20.8
122.7 Feet, Minimum Pressure During Dispersal Cycle at Pump Discharge
205.0 Feet, Minimum Pressure During Flushing Cycle at Pump Discharge
0.0 0.1
2.8 0.8

SEAL
0 051201 _
Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Equipment
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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37 Pine Ridge Rd.
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PREPARED FOR : David Brantley do Sons
REVISION NO.
37 Pine Ridge Rd.
Original Submittal
Zebulon, NC 27597
Revision 1
DATE : April 11, 2014
Revision 2
CONTACT:
CORY BRANTLEY
Revision 3
Master Set
I
DATE BRANTLEY TANG MODEL
April 11, 2014 1, 000 ST 502
SHEET NUMBER
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PREPARED FOR : David Brantley & Sons
REVISION NO.
37 Pine Ridge Rd.
Original Submittal
Zebulon, NC 27597
Revision 1
DATE : April 11, 2014
Revision 2
CONTACT:
CORY BRANTLEY
Revision 3
Master Set
DATE BRANTLEY TANK MODEL
April 11, 2014 1, 000 PT 237
SHEET NUMBER
----- 1 of 1

150� -
144"
—3
OTE: VARIOUS LASER
OPTIONS AVAILABLE
Tr
96" - �M.
VENT -
(rYP• 2)
3" 44"
44"
FLOW THROUGH
(TYP.3) '--,.
I
OW TO BOTTOM OF 4" INLET -
MODEL: MS NON -TRAFFIC 4000 PT
NON TRAFFIC MID SEAM PUMP TANK
SHOAF PRECAST SEPTIC INC.
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]M
FAX [phone]
info@shosipmcasLc m
www.shoefprecest.00m
- NC APPROVAL #: PT 2106
- LIQUID CAPACITY 4,219 GALLONS
- GALLONS PER INCH - 43.95
- PIPE PENETRATIONS - (MEETS ASTM C-923)
- CONCRETE - 5000 PSI MIN
- TANK WEIGHT - 20,800
- TOP-10,400 #
- BOTTOM-10,400 #
- REINFORCEMENT PER ENGINEER SPECS
-1 1 " BUYTL SEALANT CONTINUOUS
72"
78"
i
4"

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-R3
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
January 31, 2024 Modification to Tank Sizes and Addition of NSF/ANSI
Standard 350 and Reduction to Property Line
In accordance with General Statute 130A-343 and 15A NCAC 18E, Section .1700, a proposal by E-Z Treat
Company for an updated approval of on -site wastewater systems utilizing the E-Z Treat Pretreatment
system 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-1 and TS-II effluent standards pursuant to Rule 15A NCAC
18E .1201(a), Table XXV.
2. Operation, maintenance, and monitoring requirements for E-Z Treat Pretreatment systems
and associated dispersal fields to ensure the treatment performance standards are met.
B. This Innovative System Approval is applicable to wastewater systems treating domestic strength
effluent, as defined in 15A NCAC 18E .0402(a), Table III, utilizing E-Z Treat Pretreatment systems
that have a design daily flow not exceeding 3,000 gallons per day (gpd).
Use of E-Z Treat Pretreatment systems for facilities with high strength effluent, as defined in 15A
NCAC 18E .0402(a), Table III or industrial process wastewater, shall be proposed by E-Z Treat
Company and a North Carolina Professional Engineer (PE) to the Department for review and

iWWS-2015-03-R3
January 31, 2024
Page 2 of 10
approval on a case -by -case basis, prior to permitting by the local health department (LHD). The
system design shall include the proposed raw wastewater strength (BOD5i COD, TN, TSS, and
fats, oils, and grease, the expected organic loading rate (in pounds 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 daily flow exceeding 3,000 gpd may be
permitted after approval by the Department on a case -by -case basis in accordance with 15A
NCAC 18E ,0302(e).
11. 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 dispersal fields shall be sited and sized in
accordance with 15A NCAC 18E, Section .1200 for TS-1 and TS-II systems. Drip irrigation systems
used with E-Z Treat Pretreatment systems shall be sited and sized in accordance with 15A NCAC 18E
.1204 and the manufacturer specific drip approval. The E-Z Treat Pretreatment systems and
associated dispersal fields shall meet all applicable horizontal setback requirements in accordance
with 15A NCAC 18E Section 0600 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 Provisional, Innovative, or Accepted system approval for the
type of dispersal system to be used.
V. Special Site Evaluation
A special site evaluation may be required based on the proposed dispersal system. Refer to

IWWS-2015-03-R3
January 31, 2024
Page 3 of 10
manufacturer specific drip approvals and 15A NCAC 18E .0510.
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 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 Minimum Minimum Number of Media
(gpd) Septic Tank Recirculation/Pum Pods
Volume p Tank Volume
(gallons) (gallons)**
< 480 1,000 1,250 1 Model 600 pod
4 Bedrooms 1,000 1,500 1 Model 600 pod
5 Bedrooms 1,250 1,850 1 Model 600 pod
6 Bedrooms 1,500 2,200 2 Model 600 pods
601— 1,500 V = 1.17Q* + V = 1.17Q + 500 1 Model 600 pod per
500 600 gallons
1,501— 3,000 V = 0.75Q + V = 0.75Q + 1,125 1 Model 600 pod per
1,125 600 gallons
*Q— design daily flow
"Recirculation/pump tank minimum size based on total internal tank volume.
4. Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E-Z Treat Company for use with the E-Z
Treat Pretreatment system.
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 15A NCAC 18E .0802.
For drip irrigation systems, the pump tank shall be sized in accordance with 15A NCAC 18E

I W WS-2015-03-R3
January 31, 2024
Page 4 of 10
.1602(b).
9. A drainback configuration without a pump check valve is required for the force main
supplying the media pod.
10. The 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 30 square feet and is 42 inches in depth. The pod is fitted with a
weatherproof cover properly secured. The pod is designed and constructed to create
channels down the sidewalls to facilitate air flow. The sidewall channels provide airspace to
the bottom of the pod. The bottom of the vessel is designed to provide total drainage of the
treated effluent back to the recirculation tank/chamber.
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 allow for effluent and air flow while
containing the media. The media inside the mattress(es) are made of a styrene material.
The specific gravity of this material meets the following criteria: light enough to prevent
compaction which results in a loss of effective surface area and provides a reduction in
channeling across the media (short-circuiting).
14. Effluent passes through the media and enters a Schedule 40 pipe located at the bottom of
the pod. The effluent than gravity feeds back to the recirculation tank/chamber and the
process is repeated.
15. The effluent bypass valve or splitter box is piped to intercept filtered wastewater and deliver
it to the recirculation tank/chamber or the dosing tank/chamber, based on liquid volumes.
16. The Control Panel for the E-Z Treat System will consist of: recirculation pump on/off timer,
discharge pump alarm, and high/low water alarm. Control panels shall meet the
requirements of 15A NCAC 18E .1103 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 automatic measurement and recording of daily flow to the dispersal field in
accordance with 15A NCAC 18E .1702(a)(2)(1). This information will be stored in the data
logger for drip irrigation systems (provided by the manufacturer of the drip irrigation control
panel). For pressure manifold and LPP systems, the manufacturer shall approve the control
panel in writing. 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-101 (single bulb);

IWWS-2015-03-R3
January 31, 2024
Page 5 of 10
b. E-Z Set UV-202 (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 PE 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.
22. The property line setback in Group I soils may be reduced to five feet for the wastewater
system when the proposed design configuration meets all of the following requirements:
a. is designed by a PE;
b. has been certified by NSF International to meet NSF/AN51 Standard 350;
c. meets TS-11 in accordance with 15A NCAC 18E .1201(a), Table XXV; and
d. meets a standard of Nitrate (as N) of 10 mg/L and Nitrite (as N) of 1 mg/L.
The system shall be sampled for the above constituents in accordance with 15A NCAC 18E
.1302 and .1709.
B. E-Z Treat Pretreatment systems shall be designed by a designer authorized in writing by E-Z
Treat Company or a PE. Systems over 1,000 gpd shall be designed by a PE.
VIL 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.
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.

IWWS-2015-03-R3
January 31, 2024
Page 6 of 10
Hydrostatic Test
a. Temporarily seal the inlet and outlet pipes.
b. Fill tank with clean water to a point at least two inches above the outlet pipe
connection.
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 %-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 Test'
a. Temporarily seal the inlet and outlet pipes.
b. A vacuum of four inches of mercury should be pulled on the tank and held for five
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.
F. Specified site preparation steps and construction specifications for the dispersal 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.
S. 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
' National Precast Concrete Association, Best Practices Manual Precast Concrete On -Site Wastewater Tanks, Second Edition, October 2005, 24.

I W WS-2015-03-R3
January 31, 2024
Page 7 of 10
A. E-Z Treat Pretreatment systems shall be classified, at a minimum, as a Type Va system in
accordance with 15A NCAC 18E .1301(b), Table XXXII. Management and inspection shall be in
accordance with 15A NCAC 18E, Section .1300.
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 in accordance with 15A NCAC 18E .1302(c).
The system shall be inspected at the frequency specified in 15A NCAC 18E .1301(b), Table XXXII
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 0&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. Dispersal field pump delivery rate (drawdown test), determination of the average pump run
time, and dispersal field dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent, insect infestations, vegetative growth over the dispersal field, or surfacing of
effluent on the dispersal field.
& 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.
9. Readings from pump cycle counters and run time meters and any water meter readings, as
applicable.
10. Current operational set up for T5-II nitrogen removal enhancement (percent returned to
septic tank), and recommendation for modifications (if needed).
11. System operating conditions, from the review of stored data for flow variances or other
abnormal conditions.
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 (OP) and as recommended by the manufacturer.
Sampling and Testing
1. All sampling shall be done in accordance with 15A NCAC 18E .1302 and .1709. E-Z Treat
systems shall be sampled annually. Systems with a design daily flow of 1,501 gpd to 3,000
gpd shall be sampled twice a year.

IWWS-2015-03-R3
January 31, 2024
Page 8 of 10
2. Effluent for all systems shall be tested for effluent CBOD5 and NH4-N, Systems specified to
meet the TS-II standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS-II standard with design daily flows of 1,501 gpd to 3,000
gpd shall have the effluent analyzed for fecal coliforms.
3. Systems installed five feet from a property line shall be sampled for all the constituents in
Section V1.22.
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, if needed, 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 15A NCAC
18E .1709.
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
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 VILF.

I W W 5-2015-03-R3
January 31, 2024
Page 9 of 10
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 including 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 (IP) or
Construction Authorization (CA) or amend a previously issued CA allowing for the use of a E-Z
Treat Pretreatment system.
B. The IP and CA shall contain all conditions the site approval is based upon, including the
proposed used of the Innovative system. The OP will include all conditions specified in the IP
and the CA.
C. When a special site evaluation is required pursuant to 15A NCAC 18E .0510, 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 15A NCAC 18E .0510(d). 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 PE. Systems over 1,000 gpd, or as otherwise
required for drip irrigation systems, shall be designed by a PE.
E. Prior to issuance of a CA for an E-Z Treat Pretreatment system, a design submittal prepared by a
designer authorized in writing by E-Z Treat Company or a PE shall be submitted for review and
approval by the LHD. The design submittal shall include the information required in 15A NCAC
18E .0305.
F. It is recommended that local authorized environmental health specialists attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also, at the request of the LHD, a Regional Engineer will review the design.
G. The designer authorized in writing by E-Z Treat Company shall certify in writing that the E-Z
Treat Pretreatment system was installed in accordance with the approved design prior to OP
issuance.

IWWS-2015-03-R3
January 31, 2024
Page 10 of 10
H. A PE shall certify in writing that a system designed by an engineer was installed in accordance
with the approved plans and specifications prior to OP issuance.
I. For sites required to be evaluated by a Licensed Soil Scientist or Licensed Geologist (see Section
V and IX.C), the health department may specify as a condition on the IP and CA that a Licensed
Soil Scientist or Licensed Geologist oversee critical phases of the dispersal field installation and
certify in writing that the installation was in accordance with their specified site/installation
requirements prior to the OP 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 OP. The ORC shall be certified as a NC Subsurface
Operator and authorized in writing by E-Z Treat Company.
K. The LHD issues the OP 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.
X. Repair of Systems
The provisions of 15A NCAC 18E .1306 shall govern the use of the E-Z Treat Pretreatment system for
repairs to existing malfunctioning wastewater systems.
Approved By: u��`'%% Date: ?" Z 1

NSF Intemational
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 BEAR THE NSF MARK.
�NJ
Certificution Program
Accredited by the
American National
Standards Institute
Certification Progrnm
Accredited by the
Standards Councit
of Cmndn
This certificate is the property of NSF international and must be returned upon request. This certificate remains valid as long as this client has products in
Listing for the referenced standards, For the most currcnt and complete Listing information, please access NSF's website (www risf org).
December 18, 2015 Lori Bestervelt
Certificate# CO173849 - 02 Executive Vice President & C7TO

0 NSF International
OFFICIAL LISTING
NSF International Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI Standard 245 - Wastewater Treatment Systems - Nitrogen Reduction
This is the official Listing recorded on December 18, 2015.
E-Z Txeat
P.O. Box 176
Haymarket, VA 20618
703-753-4770
Facility: Rocky Mount, NC
Model Number
#600
#12aa
Rated.
Capacity
Gallons/Day
600
120o
Note: Additions shall not he made to thin document without prior evaluation and acceptance by NSF International.
1 of 1
C0173848
789 N. Dixboro Road. Ann Arbor. Michigan 48105-9723 USA
1-800-NSF-MARK % 734-769-8010
1&WN.11Sf Ord

0 NSF International
OFFICIAL LISTING
NSF International Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI Standard 350 - Dnsite Residential and Commercial Water Reuse Treatment Systems
This is the Official Listing recorded on December 18, 2015.
E-Z Treat
P.O. Sox 176
Haymarket, VA 20618
703-753-4770
Facility: Rocky Mount, NC
Rated
Capacity
Model Number Gallons/Day Classification Type
#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 NSF International.
1 of 1
C0173848
789 N. Dixboro Road, Ann Arbor. MWdgfln 48105-9723 USA
1-800-NSF-MARK/ 734-769-8010
w«-v.1)st:0rg

CAST-A-511. "
PIPE TO MANHOLE
What It 11
402/402 F
& TANK CONNECTOR
The Cast -A -Seal 402/402F is a simple cast -in
pipe -to -manhole connector that offers a
watertight flexible connector that is cast into the
structure when the concrete is poured.
The key lock is integrally cast -in during the
production process providing a secure seal for
storm water and sanitary collection systems.
How It Works
• The connector is folded into the casting
position.
• It is placed on the reusable mandrel and
then placed on the form.
• After curing, the mandrel is removed.
• The connector is then simply unfolded at the
jobsite.
• Take-up clamps made from series 304
stainless steel with quick adjusting screws
secure the connector to the pipe.
Why It' er
• Durable and reusable mandrel forms.
• Integrally cast into the structure at time of
casting.
• Contractor can backfill immediately after
pipe insertion.
• The 4" connector is available in either open
or closed end face.
• Contractor can save time and money by
backfilling immediately.
Where To Use
• Manholes
• Wet wells
• Square pump and lift stations
• Stormwater structures
• On -site treatment structures
• Junction chambers
• Grease interceptors
1,kpat
CARE & STORAGE
PAGE 5
Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices
are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022.
Phone: [phone] PRESS -SEAL CORPORATION Email: sales @press-seal.com
Fax: [phone] Protecting Our Planet's Clean Water Supply Web: www.press-seal.com
0 ISO 9001: Registered - Version 02.16.22.11.17
65

CAST -A -SEAL 402/402F
SUBMITTAL SPECIFICATIONS
A flexible pipe -to -structure connector shall
be employed in the connection of the sanitary
sewer pipe to precast structures. The connector
shall be Cast -A -Seal® 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 clamp.
The rubber gasket element shall be
constructed solely of synthetic or natural rubber,
and shall meet or exceed the physical property
requirements of ASTM C 923.
The external take-up clamp shall be
constructed of Series 300 non-magnetic stainless
steel and shall utilize no welds in its construction.
The clamp shall be installed by torquing the
adjusting screw using a torque -setting wrench
available from the connector manufacturer.
Product Performance
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 (minimum) and shall accommodate
deflection of the pipe to 7 degrees (minimum)
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 -Seal 402/402F meets and/or exceeds all requirements of ASTM C 923, including physical
properties of materials and performance testing, including:
• 13 PSI minimum in straight alignment
• 10 PSI at minimum 70 angle
• 10 PSI minimum under shear load of 150 Ibs/in. pipe diameter
Cast -A -Seal 402/402F meets and/or exceeds the requirements of the following Standards,
Specifications, Codes, and Test Methods:
• IAPMO/ANSI Z1000 Standard for Prefabricated Septic Tanks
• IAPMO/ANSI Z1001 Standard for Prefabricated Gravity Grease Interceptors
• NPCA Best Practices Manual for Precast Concrete On -Site Wastewater Tanks
• NOWRA Model Code Framework
• ASTM C 1227 Standard Specification for Precast Concrete Septic Tanks
• ASTM C 1644 Standard Specification for Resilient Connectors Between Reinforced Concrete On-
Slte Wastewater Tanks and Pipes (CAS 402)
• ASTM C 1613 Standard Specification for Precast Concrete Grease Interceptor Tanks
• ASTM C 923 - Standard Specification for Resilient Connectors Between Reinforced Concrete
Manhole Structures, Pipes, and Laterals
• ASTM C 1244 Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure
(Vacuum) Test
• ASTM C 1478 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced
Concrete Storm Sewer Structures, Pipes, and Laterals
Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices
are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022.
66 Phone: [phone] PRESS -SEAL CORPORATION Email: sales @press-seal.com
Fax: [phone] Protecting Our Planet's Clean Water Supply Web: www.press-seal.com
ISO 9001: Registered - Version 02.16.22.11.17 0

CAST -A -SEAL 402/402F
SELECTION GUIDE
PIPE SIZE
CAST -A -SEAL 402
PIPE O.D. RANGE
WALL THICKNESS*
APPLICATION
1.25" - 2"
1.5" - 2.75"
2.5" - 6"
452.0250
STANDARD
31 - 51 mm
38 - 70 mm
64 - 150 mm
4
4.2" - 4.7"
2.5" - 6"
452.0450
STANDARD
100 mm
107 - 119 mm
64 - 150 mm
4
4.2" - 4.7"
2.5" - 4.0"
452.0402F1
Closed Face
100 mm
107 - 119 mm
64 - 102 mm
6
6.2" - 6.7"
2.5" - 6"
452.0650
STANDARD
150 mm
157 - 170 mm
64 - 150 mm
3
3.2" - 3.6"
Use with 4" CAST-A-
CAS ADAPTER
___
75 mm
81 - 91 mm
SEAL
Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices
are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022.
Phone: [phone] PRESS -SEAL CORPORATION Email: sales @press-seal.com
67
Fax: [phone] Protecting Our Planet's Clean Water Supply Web: www.press-seal.com
ISO 9001: Registered - Version 02.16.22.11.17

= E 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
20" x 12" Riser
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)
24" x 6" Riser
24" x 12" Riser
24" x 18" Riser
Adapter Flange 24" Lid
30" Riser System
30" x 12" Risers (Green or Black)
30" Lids (Green or Black)
30" x 12" Riser
30" Lid
- Adhesive Sealant
- 20"
Locking Rings
- 20"
Safety Pans
- 24"
Locking Rings
- 24"
Safety Pans
- 24"
Adapter Rings
- 30"
Locking Rings

CDEZset
by INFILTRATOR
22"
20"
125
WALL THICKN SS�
121
6.05" -
1
SECTION A -A
SCALE 6 .3nn
22.315"
20" x 6" Riser Cutaway
26"
.125 TYP. 1 t
WALL THICKNESS �f
121
6.05" _
SECTION A -A
SCALE 1 : 6 .300
26.37r"
24" x 6" Riser Cutaway
6"
.125 TYP. ^4"
WALL THICKNESS -
_ L
_ L
18.05"
- 121
SECTION A -A
SCALE 1 : 6 .300
26.375"
24" x 18" Riser Cutaway
INFILTRATOR WATER TECHNOLOGIES, LLC ("Infiltrator")
EZset by Infiltrator LIMITED WARRANTY
ONE (1) YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY
(a) This Iimited 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 Infiltrator's installation
instructions and local regulation by a licensed installer, is warranted to you: (I) against defective materials and workmanship
for one (1) years after installation. Infiltrator will, at its option, (I) repair the defective product or (II) 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 warranty 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.
4 Business Park Road
P O Box 768
Riser Specifications
22'
125 TYP 20
WALL THI CKNESS� _
1
12 05'
J� 121
SECTION A -A
SCALE 1 6 300
1 22 375'
20" x 12" Riser Cutaway
26"
.125 TYP. 24"
WALL THICKNESS �f _
12.05"
12I1
SECTION A -A
SCALE 1 :6 .300
^6.375"
24" x 12" Riser Cutaway
32"
30"
125 TYP.
WALL THICKNESS =
I,
12.05" -
1
121
SECTION A -A
SCALE 1 :6
300
32.37r"
30" x 12" Riser Cutaway
(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 BYLAW 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 OFTRADE. 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 ONLYA WARRANTY TO REPAIR OR REPLACE.
(a) YOU MAYASSIGN THIS LIMITED WARRANTY TO A SUBSEQUENT PURCHASER OFYOUR 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, altering the
EZset system contrary 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 Infiltrator's 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.
Old Saybrook, CT 06475
INFILTRATOR® 1-800-221-4436 860-577-7001
systems Inc. www.infiltratorwater.com
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, Quick4, 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, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, 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-TITE, INC. Ultra -Rib is a trademark of IPEX Inc.
© 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. SET01 0613ISI

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

i0-7
" dia,j
�:_Prmpa
r..41d
di.
The qTFmIIL7 series
Effluent Filters
It's Superior
Superior to slotted, uniform designs.
Flexible
sable - roNide tial
V,
0
•
The Best
t common debris.
It's Simple
he only rhaire in effluent filers.
FaLT'Eb
L

STF-110-Mis 4%6"
sanitary Tee(cut-a-way)
* Ne.rperior fTr#tratian of the most common solid
found in today's wastewater systenns
• Ilermatil-_ dk_-.A-wigrr has applications for
residential, commercial and industrial
systems and fit many different types
of tees and housings
* Flexible briNtie-detwign is simple to
install and service, even in rmystems vvitft limited
• Self -harking hrisirles held the filter firmly
in plate with no need for receivers or
canisters and eliminate filter float -up
OW' • Dc-bris sA_-paratiar7 area naturally sorts
solids according to Size and mass for longer filter life
• Allarvsi 6fufisgicaf maturhW trL14Eessary in vvast r.ratiesr
treatment systems
* Durable enough to be serviced and economical enough to
be replaced
• Er nlra# _*alestian for protecting and servicing all tgpes of wastewater
56a; ;- L at a fraction OF the cost of inferior designs
Designers after our proven TF-110 effluent filter that currently protects residential septic systems all
over the world, the latest additions to this series of filters were designed with more demanding
residential, commercial and industrial systems with larger housings and pre -cast tanks with built in
square baffles in mind -
We achieve superior fiItralion of the most cornimon solids found in today's wastewater systems with
our non -uniform bristle design. This design is much more efficient than uniform 1 slotted designs which
can pass larger more harmful debris into the system.
The flexible self-locking bristles make it simple to install and service, even in systems with
limited access. They also hold the filter firmly in place with no need for roceiverS yr Canisters
and eliminate fitter float -up.
The filters employs a debris separation space which naturally sorts solids according to size
and mass. This makes the filter function more efficiently and greatly increases its life -span,
It also allows for biological maturing which is necessary in all wastewater treatment systems.
The TF-110 series frlters use triangular polypropylene
,r bristles wound together with a 316 Stainless -steel ware.
This makes them durable enough to be serviced and
economical enough to be replaced. This provides an
economical solution for protecting and servicing all types
t of wastewater systems at a fraction of the cost of inferior
desiga
ns.
`r
STF-11a-iR in pre -oast STf-i30 changing sJaeve is required t0 btock etliuont flow while servicing
-010 tar?k with square without the need to pump down the tarrk.
baftte. — /
STF-? 10 in 4' sanitary
Yea (cut -a -way view)
For- thm protrectij7rs amid perfur-naarmr-m Mf tvastetvaWr mAjHjUeinjH by
888-999-3200
US Patent # 6, 8 f 1, 69 2

U_
septic tank bris
FEATURES
* Easy, affordable solution for servicing
septic tanks
*: Designed with non -directional bristles
for unrestricted flow of effluent
*:* Allows biological maturing and
sloughing to maximize septic tank
efficiency
• Provides well over M2 mile of filtration
media with over 1. 'In. of open
area to eliminate clogging
2,215 sq. in. of filtering surface allow
a flow rate of over 1200 GPD. filtering
to 1}16" diameter
*• Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface, with
no uniform holes or slots to plug
*:' 0 degree Dandle for easy installation
and removal
•: Adapts to a I l types of 4" p i pe
•: elf-iocking bristles hold the filter
firmly in place, eliminating `finer float up'
•: Flexible design makes it easy to install
in hard to reach places and makes
replacing the tlter a breeze
*: Constructed of polypropylene bristles,
wound together with a 316 S, S " care
:* The filters designed shape creates a
debris separation space which naturally
sorts debris according to size and mass,
ensures even filter usage for a long
lifespan and maximizes circular flog
Ord ar part No. TF-110
TF-130
CAD detail drawing available in D F format
RELATED PRODUCTS
TF-1 10-6VV page 4
TF-110-7R page 4
TF-11D-BB page 4
TF-130 page 14
TF-4TEE page 14
U" " Patent * 6. 811, 69
20
4.0
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SIM/TEECH FILTER
NEW STF- I 10 DISPOSABLE SEPTIC TANK FILTER
TURD PARTY VERIFICATION,
The Disposable Septic Tank Filter is constructed as a twisted -in -wire brush with 26" long
brush body, V4" tip and 2 1/4" long handle end with 90 degree bend. Brush body will have
a major diameter of 4.313" for a length of 9 1/2" starting V2" from the 90 degree handle
bend, then will transition down to 3 V2" diameter over the next 2 1/2" and held at 3 1/2"
diameter for the. next 14".
There will be a scallop cut into the O.D. in the major diameter beginning 2 '/2" from the
top, transitioning down to 3 !,T' over the. next 2", a-nd then transitioning up to the major
a 'iarneter over the next 2".
The stem will be I I -gauge stainless steel and the fill material will be .012 yellow
polypropylene.
The filter has a total of 2,962 lineal feet of bristle equaling 35,544 lineal inches of bristle.
By calculating the total length x the total perimeter of Sim/Tech7s uniquely shaped
bristle, it gives us a filtering surface of 2,215 square inches.
l
Volunic of a Ar 'x26" Septic Tee 326.7 cubic inches
Volume of the STF- I 10 Filter 4.265 cubic inches
Volume as open for fluid 322.435 cubic inches
0 At
GARY
JON t4 ARY B
JOHNSON
N EER
E-25985
4P NO.
MIDLAND :4�
32831
MICH
AL

8
THIRD PARTY VERIFICATION OF FILTRATION ON TBE STF- I 10
AND THREE OT MR GRAVITY SEPTIC TANK, FILTERS
Test was checking for filtering qualities with particulate that could be found in septic tank effluent
• This test used five types of particulate added to a clear-. tank
• The five types of particulate were hair, seeds, tissue paper, lint, and chain saw chips (see table A below)
• Test tank was riled manually every five minutes while performing tests to represent a large influx of
water
Water was introduced into the test tank- at 210 gallons per hour
• Test was run to a 2" head height above outlet flow
• Recorded length of time to achieve a 2" head height (see table B below)
• Recorded what was caught in a 1500 micron sieve during the total run time (see table B below)
• Recorded what was caught in a 600 micron sieve below the 1500 micron sieve during total run time (see
table B below"
• Recorded particulate caught while changing filters 15 minutes after ending test using manufacturers
recommended instructions (see table B below)
• Recorded particulate removed with filters themselves (all filters were removed slowly) (see table B
below)
• All part ' iculate was recorded in grams using a OHAUS Scout 11 Scale (Serial #BJ380398) with capacity
400 times 0.1 g (purchased scale 11/1710111
I
OF M
GARY B.
4
10 1 N t
NG-, NEER
32831 46
TABLE A
Grams
Human hair
2
Horse hair
2
Dog hair
I
Cat hair
I
Tomato seeds
2
Pepper seeds
2
Cucumber seeds
2
Dill seeds
2
Charmin tissue paper
2
Scott tissue paper
2
Northern tissue paper
2
Lint
2
Chainsaw chips
4
TABLE B I Sim/Tech
Tuff-Tite Zabel
Zoeller
Time to achieve 2" head height I hr. 40 min.
7 min- 6 min.
* 2 hrs.
Particulate caught in 1500 micron sieve 0
0 0
0
Particulate caught in 600 micron sieve 0
0.2 0.3
1.2
Particulate caught while changing filter 0
0.3 0
0
Particulate contained within or on filter itself 15.0
6.3 2.2
2.3
*Ended test at 2 hours, total head height was at 1 1/4"
Note: All filters except Sim/Tech caught seeds in 1500 micron sieve but was not recordable in 1/10a scale
?-1

THIRD PARTY VERIFICATION OF FLOW RATES ON TAE STF- I 10
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test done with clean water and no particulate
Filters placed in a standard outlet tee of S & D type with a 17" tailpiece to outlet level
Test tank was a plastic 55 gallon drum
There was an accurate method to measure head height above outlet level
• Test was done for a '/2" and I" head height above outlet level
AAI filters tested using the above conditions
FILTER FLOW RATES
I Sim/Tech Tuff-Tite Zabel Zoeller
head height above outlet flow 1, 800 GPD 1, 440 GPD 1, 195 GPD 1 900 GPD
I" head height above outlet flow 5, 040 GPD 4, 680 GPD 45858 GPD 11, 800 GPD
tof 814
GARY B.
JOHN N
EER
31-831
4,6 OFE
C C 0 IV
"0 7A A•
SB -
,to,$, 0 *,00
4
G
I
JJY
It JOHNSON
*4
t E-25985
Z
MIDLAND _ In.
MICH
0 IF

It is my opinion that the Simqech filter will prove to be a superior septic tank filter
because of ifs basic design; bristles to catch any "paper like" debris on the outside surface
( guided there because of the bristles bending at the ends under pressure of the flow ) .
A dead zone near the center to collect small particles as they fall out of the flow. Plus the
incalculable water paths through, and around, the filter fibers.
Gary B. Johnson P.E.
363 Silver Creek- Rd
Petoskey, Mi 49770
of NICv
GARY B-
JOH is
EER

P43LYAkOX Inc.
Innovations in Precast, Drainage Zabel®
& Wastewater Products tD
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
L.."r
Filter Ready Adapter
Connects to Septic Tank Wall
xepts 1/2" PVC
:tension Handle
Alarm Switch
(Optional)
122 Linear Ft. of
1/16" Filtration
Slots
ilter Housing with
" & 4" Pipe Adapter
" Filtration Slots
3,000 GPD
0
Deflector
:)matic Shut -Off Ball
Outdoor SmartFilter® Alarm
Polylok, Zabel & Best filters accept
the SmartFilter® switch and alarm.
www.polylok.com 1-877-765-9565

CSC
The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday, April o6, 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: httn://info.nsf.ore/Certified/Wastewater/ListinLs.asn?
Standard=o46&Comnanv=7Qr,80&
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
3 Fairfield Boulevard
Wallingford, CT o6492
United States
877-765-9565
203-265-6340
Facility: Cheshire, CT
Septic Tank Effluent Filters[i]
PL-122 PL-250
P L-525
PL-625
PL-68
[1] Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility: Evansville, IN
Septic Tank Effluent Filter Components[i]
Alol-12x20 A101-12x28
Awl-8x32 A18o1-4x18141
A3ol-12x36 A301-8x18
Ai0i-12x36 Aloi-8x18
A1801-4x22141151 A.301-12x20
A301-8x26 A3o1-8x32
Aiol-8x26
A3ol-12x28
[11 Septic Tank Effluent Filter Components are exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

[4] Filter cartridges Certified in ABS and PVC materials.
[5) Failure sensing and signaling equipment of this product not evaluated by NSF.
Septic Tank Effluent Filters[2] [3]
AiOO-12x20
Aloo-12x20-VC
Aioo-12x2o/BALL
AioO-8x18-VC
A100-8x26-VC
Aioo-8X32-VC
A1800-4xi8-VT-B40
A1800-4xi8-VTF-B35Ai800-4xi8-VTF-B4O
Ai8Oo-4x22-VT-B40
A1800-4x22-VTF-B35A1800-4x22-VTF-B40
A300-12x20/BALL
A300-12x28-VC
A3oo-i2x36-VC
A300-8X32-VC
A600-12x20
Moo-i=o/BALL
A600-8xi8-VC
A600-8x26-VC
A600-8X32-VC
A100-12x28-VC M00-12x36-VC
A1800-4xi8-30142-68 Al800-4xi8-VT-B35
A1800-4x22-30142-68Al800-4x22-VT-B35
A300-12x20 A3oo-12x20-VC
A3oo-8xi8-VC A3oO-8X26-VC
Moo-1=28-VC A600-1=36-VC
[2] Suffix VC denotes a filter cartridge with Versa -Case assembly.
[3] Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
NOTE: All filters come Smartfilter ready.
Number of matching Manufacturers is 1
Number of matching Products is 52
Processing time was o seconds

�� TM Poly -Air Activated Carbon Vent Covers
PAL
Innovations in Precast, Drainage tp
Zabel® Fits Vent Sizes: *C*V_
In Wastewater Products A Division of Polylok Inc.
Poly -Air Activated Carbon Vent Cover
Polylok's Poly -Air Activated Carbon Vent Cover is a carbon filter that can remove offensive odors such as Hydrogen
Sulfide as they come out of the roof vent. Use our filter to eliminate these unpleasant odors.
The Problem: Sewer and septic tank odors are a big
problem for some homes. Vents on the roof allow the
pressure to equalize as waste water flows down through
the drain pipes. Without a vent system, your sinks, tubs,
toilets would gurgle and drain slowly. Often, wind
currents cause these odor problems. As wind blows over
the house, the air currents that are supposed to carry
the gases up and away can carry sewer gas down into
the living areas.
The Solution: Polylok's Poly -Air can prevent the odor
problem by removing offensive odors such as Hydrogen
Sulfide as they come out of the roof vent.
Features & Benefits:
The Poly -Air Activated Carbon Vent Cover is manufactured to fit your existing pipe. Our standard size vent cover
will fit 4" & 3" vents. The Poly -Air will also fit 2" and 1.5" vents with our optional vent reducer.
Polylok's Poly -Air is your answer to eliminate septic
odors. They are inexpensive and can be easily installed
on existing vents. Put an end to unpleasant odors from
your house or portable toilet vents.
. Easy to install
. Cost effective
-o Fits existing 3", 4", 2", & 1.5" piping
-o No more offensive odors
No more spoiled patio parties
No more foul air drifting into open windows
Contains 1lb of activated carbon in each cover
6T)
vent in one.
KEEPING THE ENVIRONMENT FRESH, ONE VENT AT A TIME
Reducer to
accept any
2" & 1.5" vent.
www.polylok.com 2 1.877.765-9565

i
, ,,,,,,,,,,,,,,,
�� 1.49I
[3.8 cm]
7.64
[19.4 cm]
1.91
SECTION B-B
[4.8 cm ]
4.76 _
_
[12.1 cm]
2 48 X 3/4 SS SCREWS
A t
1/16" SCREEN
SECTIOI
3.50
[8.9 cm]
3" SCHD 40
_ 4.51 _
[11.4 cm]
4" SCHD 40
POLYLOK ACTIVATED CHARCOAL
ROOF VENT FILTER
PART NO. PCF-PLVF
MATERIAL - ABS
COLOR - BLACK
p09G3
. � �d�f�
B�A a��
Vt I.d. i. USA
Ar
1 LBS. (.454 KG) ACTIVATED CHARCOAL PELLETS
1.
�1.43 1.66
[3.6 cm [4.2 cm]
06.30
2.38
[16.0 cm] y 2" SCHD 40 t
OPTIONAL
2" REDUCER
PART NO. PCF-PLVF-20
�B
q
1.91
1 1/2" SCHD 40
OPTIONAL
1 1/2" REDUCER
PART NO. PCF-PLVF-15

9 Fairfield Boulevard
Wallingford,, CT 06492
Phone: [phone]
Toli Free: 800.544,3386
Fax: [phone]
Email: [e-mail]
National Filter Media Corporation
Certificate of Compliance
Date: I2/28/2oll
229 Cubic Feet Per Minute
Description of Item:
POLYLOKRoof Vent
Specifications:
Part Number PCF-PLVF-6
Sincerely,
Shan'homas
Quality Control Manager

OBAKER
I SECTION I
Safety Data Sheet
Identity
PRODUCT IDENTIFICATION: Activated Carbon, GAC, R, VCC, VCCAW, VCO, VCOAW, VP, PAC
PRODUCT USE: Use in accordance with manufacturer recommendations
MANUFACTURER:
BakerCorp 3020 Old Ranch Parkway
Suite 220
Seal Beach, CA 90740
TELEPHONE: [phone]
EMERGENCIES: [phone]
Date Prepared: 7/15/2015
SECTION H
Hazard Classification: GHS-US
Eye Irritation 2B
Respiratory Irritation 3
Signal Word: Irritant
Hazard(s) Identification
H320
H335
Hazard Statement: Contact may cause eye irritation: Dust may cause respiratory irritation.
Hazard Pictogram:
Precautionary statements:
P261
Avoid Breathing: dust/fame/gas/mist/vapor/spray.
1 P264
Wash thoroughly after handling.
If P271
Use only outdoors or in a well -ventilated area.
P280
Wear protective gloves/protective clothing/eye protections/face protection
P304/P340
If inhaled/Remove to fresh air
P305/P351/P338
If in eyes/rinse cautiously with water/ remove contact lenses if easy/continue rinsing
P337/P313
If eye irritation persist: get medical attention
P403/P233
Store in well ventilated place. Keep container tightly closed
P405
Store locked up
P501
Dispose container to appropriate receptacle
I AC

QoBAKER
Other Hazards: No additional information
Acute Toxicity: No data available
I SECTION III
Composition/Information on Ingredients
Chemical Name
CAS# % Impurities
Carbon
7440-44-0 t00 None
I SECTION IV
First -Aid Measures
Route(s) of Exposure
Symptoms
First Aid
Inhalation
Dust may cause mild respiratory
Remove to fresh air. Seek medical attention if
irritation
irritation persists
Skin
Dust may cause mild
Wash with soap & water; seek medical attention if
irritationtreddening
irritation persists.
Eye
Dust may cause eye imitation and
Flush with lukewarm water for at least 15 minutes. If
redness.
irritation persists seek medical attention.
Ingestion
May cause digestive track
Drink plenty of water and seek medical attention.
irritation.
ISECTION V
Fire Fighting Measures
Suitable Extinguishing Media: Flood with plenty of water, use media suitable for surrounding the fire.
Unsuitable Media: None known.
Unusual fire & explosion hazards: Contact with strong oxidizers may cause rapid combustion.
Special Firefighting procedures: Exercise caution when responding to any chemical fire. Firefighters
should wear full protective gear.
ISECTION VI
Accidental Release Measures
Personal Precautions: Wear protective equipment, keep unnecessary personnel away.
General precautions: Avoid contact with skin and eyes.
Environmental Precautions: None
Containment & Clean Up: Sweep up and discard in protected refuse container.
Other Information: Not applicable
SECTION VII Handling and Storage
Safe Handling: Avoid prolonged contact with eyes and skin. Use in well ventilated
areas.
2 AC

G4, B A K E R
Safe Storage:
I SECTION VHI
Component
Activated Carbon
Engineering Guidelines
Store in a cool, dry and well ventilated area. Protect containers from
physical damage. Keep away from oxidizers, heat and flame.
Exposure Controls/Personal Protection
OSHA PEL ACGIH-TLV Other Limits
Not Available Not Available
Personal Protective Equipment
General Hygiene
SECTION IX
Local exhaust and general ventilation to meet exposure standards. Wet
activated carbon depletes oxygen from the air creating a severe hazard to
workers in enclosed or confined spaces. Sampling and work procedures for
low oxygen levels should be taken whenever workers entering carbon
vessels, enclosed or confined spaces. If risk of overexposure exists, wear
and approved respirator.
Use NIOSH approved respirator if dust generated exceeds exposure limits.
Gloves, safety glasses, work clothes as determined appropriate
Keep away from food and beverages, remove contaminated clothing: wash
hands before eating.
Physical & Chemical Properties
Physical State
Solid
Boiling point
NA
Appearance
Granular/powder
Flash Point
NA
Color
Black
Evaporation Rate
NA
COdor
None
Flammability (solid/gas) C
No Data Available
Odor Threshold
None
UEL
NA
Vapor Pressure
0
LEL
NA
pH
NA
Vapor Density
Solid
Relative Density
28 — 33 lbs/cubic R
Partition Coefficient:
NA
Melting Point
NA
Auto ignition Temperature
No data available
Freezing Point
NA
Decomposition Temperature
NA
Solubility
None
Viscosity
NA
I SECTION X Stability & Reactivity
Incompatibility:
Strong oxidizers such as ozone or Iiquid oxygen, and chlorine
Chemical Stability:
Stable
Conditions to Avoid:
None
Materials to Avoid:
Strong oxidizers such as ozone or liquid oxygen, and chlorine
Hazardous Decomposition Products:
Carbon Monoxide and carbon dioxide may be generated during
combustion.
3 AC

40BaKER
SECTION XI Toxicological Information
fAcute Effects
Oral LD50
Not Determined
Dermal LD 50
Not Determined
Inhalation
See Section IV
Ingestion
See Section IV
Eye Irritation
See Section IV
Skin Irritation
See Section IV
Sensitization
Not Determined
Signs and Symptoms of Exposure
Irritation and redness of eyes and skin. Dust may cause
respiratory irritation
Chronic Effects:
l
Carcinogenicity
Not Determined J
Mutagenicity
Not Determined
Reproduction Effects
Not Determined
Developmental Factors
Not Determined
ISECTION XII
Ecological Information
Ecotoxicity
Not Determined l
Persistence/Degradability
Not Determined
Bioaccumulation Potential
Not Determined
Mobility in Soil
Not Determined
Other Adverse Effects
Not Determined
SECTION XIII
Disposal Concerns
Vacuum or shovel material in a closed
container. Dispose of in accordance with all
applicable local, state and federal and
international regulations.
4 AC

G>BAKER-
SECTION XIV
UN Number: Not applicable
UN Name: Not applicable
Ship in accordance with
DOT/ADR/RID/ADNR/IMDP/ICAO/IATA
ISECTION XV
SARA Title III 302
SARA Title III 313
TSCA
Canadian — WHMIS
DSL #
ISECTION XVI
Transport Information
Regulatory Information
Product not listed
Product not listed
Product is listed
Product is listed
Product is Listed
Other Information
The information and recommendations listed are believed to be true and accurate to the best of our knowledge as of
the prepared date below. BakerCorp makes no warranty with respect to same and disclaims all liability for reliance
therein.
Date Prepared: May 25, 2015
5 AC

NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
ON -SITE WATER PROTECTION SECTION
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS-2007-1-R2
Issued To: Michael Stidham
E-Z Treat Company
PO Box 176
Haymarket, VA 20168
866-753-4700
www.eztreat.net
For: E-Z Drip Subsurface Wastewater Drip System
Approval Date: November 12, 2007
August 31, 2010
In accordance with 15A NCAC 18A .1969, an application by Mike Stidham, E-Z Treat Company, for approval of
their subsurface wastewater drip system has been reviewed, and the system has been found to meet the standards of
an innovative system when the following conditions for use, monitoring and operation are met:
I. General
A. System Description
1. Collection system
Conventional gravity, pressure sewer fed by grinder pumps or individual septic
tank effluent pumping units.
2. Pretreatment
Approved Residential Wastewater Treatment System (RWTS) meeting at least
NSF-40 standards, approved TS-I or TS-II advanced wastewater pretreatment
system, or approved equal.
3. Filtration
Automatic, appropriately sized self-cleaning filters capable of screening
particles larger than or equal to 130 microns.
4. Manifold
Common line (Schedule 40 PVC) to connect all the dripline in a single field or
zone at the start of the field or zone (supply end) and the distal ends of the
dripline (flush end).
5. Air vent
Air vacuum breaker(s) installed at the high point(s) of each drip field to allow
air to be rapidly evacuated from the tubing during pressurization and to keep soil
from being aspirated into the drip emitters due to back siphoning or back
pressure after the pumps shut off.
6. Dripline
Geoflow Wasteflow PC dripline with pressure -compensating emitters spaced
uniformly in the tubing (12, 18, or 24 inch centers). The dripline consists of
three (3) layers; the inside layer is an anti -bacterial protector, the middle layer is
black, and the outside layer is purple -striped for easy identification. The
emitters are impregnated with Treflan® to inhiit root intrusion.
7. Drip lateral
Entire length of dripline, from the connection to the supply manifold to the
connection to the return manifold.
8. Drip run
Single section, on contour, of a drip lateral between manifolds, a manifold and a
loop, or between two loops. Multiple parallel drip runs may be used within a
single drip lateral.

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August 31, 2010
Page 2 of 18
9. Field flushing valve An automatic valve used to enable accumulated debris and sediment to be
flushed from the dripline back to the pretreatment unit.
10. System Controls Control/software package controlling all functions, including filter flushing,
system dosing and flushing, and audible/visible alarms. Telemetry must be
included for systems with a design daily flow larger than 600 gallons per day
(gpd). Flow monitoring and self diagnostics capabilities must be included for
systems with a design daily flow larger than 3,000 gpd.
11. Documentation Current schematics, drawings and manuals must be filed with NCDENR for all
major components utilized under this approval, for posting on the On -Site Water
Protection Section Webpage.
B. Scope
1. This Innovative Approval is for subsurface drip systems receiving effluent from an approved advanced
wastewater pretreatment system designed to meet NSF-40, TS-I or TS-II standards, pursuant to Rule
15A NCAC 18A .1970, or more stringent standards.
2. For systems with a daily design flow of up to 1,500 gallons per day (gpd), pretreatment may be by an
RWTS designed to meet NSF-40 Standards, approved pursuant to Rule .1957(c), or by an E&I system
designed to meet NSF-40, TS-I, TS-II or more stringent standards, approved pursuant to Rule .1969.
3. For systems with a daily design flow greater than 1,500 gpd and up to 3,000 gpd, pretreatment may be
by an I&E system designed to meet NSF-40, TS-I, TS-II or more stringent standards, approved
pursuant to Rule .1969.
4. Advanced pretreatment systems which have not received prior approval by the State may be proposed
for use when designed by a Professional Engineer to meet applicable standards and submitted to the
State for review and approval on a case by case basis. This would include the use of multiple RWTS
for a system with a daily design flow greater than 1,000 gpd or as otherwise specified in the RWTS
approval.
5. State review of engineering plans for the system, including the advanced pretreatment components, are
required for all systems with a daily design flow greater than 3,000 gpd, and for all systems receiving
industrial process wastewater, in accordance with State Review/Approval Processes (Rule 15A NCAC
18A .1938).
C. System siting, sizing and horizontal setbacks shall be in accordance with this Approval. Where there are
conflicts between the requirements of this approval and the June 1, 2006 version of Rule .1970, the
requirements of this approval shall be applicable.
D. Consideration may be given to modifying the siting, sizing, horizontal setback or installation requirements
delineated herein for conjunctive use reclaimed water systems, where all of the following conditions are
met:
1. The pretreatment system shall meet a reclaimed water effluent standard pursuant to Rule 15A NCAC
02T .0900.
2. The conjunctive system drip dispersal area is separate from the required drainfield area and required
repair area for the system, and shall be designed and operated to utilize the reclaimed water in a
beneficial manner.
3. Siting, sizing, setbacks, installation, and management requirements shall be proposed by the system
designer and approved by the State on a case by case basis.
IL Siting Criteria
The E-Z Drip Subsurface Wastewater Drip System may be utilized when one or more of the conditions set forth in
Sections ILA through I of this approval are met, as applicable. Summary tables of siting criteria, including when a
special site evaluation (Section IV) is required, are included in Appendix A.
A. An aerobic subsurface drip system may be utilized on sites that meet one of the following criteria:
1. Sites classified suitable or provisionally suitable in accordance with Rules .1939-.1948;
2. Sites reclassified to be provisionally suitable in accordance with Rules .1956(1), (2), (4), (5) or (6a); or

IW W S-2007-1-R2
August 31, 2010
Page 3 of 18
3. Sites meeting the criteria for low pressure pipe (LPP) systems in accordance with Rule .1957(a)(2).
4. A special site evaluation pursuant to Section IV shall only be required if needed to justify the proposed
long term acceptance rate (LTAR), as set forth in Section III.
B. Required vertical separation shall be measured from the trench bottom or point of application, whichever is
deeper.
C. The minimum vertical separation distance to rock or tidal water for subsurface drip systems shall be 12
inches, regardless of treatment.
D. A minimum of 6 inches of soil cover shall be maintained over driplines receiving effluent treated to TS-II
or a less stringent standard.
E. Minimum required soil cover shall be uniform over the entire drip dispersal field or zone.
F. If reuse quality water is being dispersed to a conjunctive system area, less than 6 inches of soil cover may
be maintained over the drip tubing.
G. This requirement for at least 6 inches of cover may be met by the addition of up to 6 inches, after settling,
of suitable Group II or III soil material over the drip field. If cover material is required and the slope is
over 30 percent, a slope stabilization plan must be provided by an appropriately licensed individual.
H. Driplines shall be installed at least 1 inch into naturally occurring soil. The drip installation shall otherwise
be considered a fill system.
L A drip system receiving effluent treated to the NSF-40 standard, or a more stringent standard, may be
utilized on sites where there is at least 18 inches of useable naturally occurring soil above an
UNSUITABLE soil horizon, rock, or soil wetness condition. The minimum vertical separation distance
between the trench bottom or point of application, whichever is deeper, and any UNSUITABLE horizon,
rock, or soil wetness condition shall be 12 inches.
J. A special site evaluation, pursuant to Section IV of this Approval, shall be required whenever Group IV
soils are encountered within 18 inches of the naturally occurring soil surface or within 12 inches of the
trench bottom or point of application, whichever is deeper, and the LTAR pursuant to Section IILB is
proposed to exceed 0.10 gpd/ft2 for NSF-40 effluent, 0.12 gpd/ft2 for TS-I effluent, and 0.15 gpd/ft2 for
effluent treated to TS-II or a more stringent standard.
K. A drip system receiving aerobic effluent treated to TS-I, or a more stringent standard, may be utilized on
sites where there is at least 15 inches of useable naturally occurring soil above an UNSUITABLE soil
horizon, rock, or soil wetness condition.
1. The minimum vertical separation distance between the trench bottom or point of application,
whichever is deeper, and an UNSUITABLE soil horizon, or soil wetness condition shall be 9 inches
for TS-I effluent.
2. A special site evaluation, pursuant to Section IV of this Approval, shall be required whenever there is
less than 18 inches of useable naturally occurring soil above an UNSUITABLE soil horizon, rock, or
soil wetness condition.
L. A drip system receiving aerobic septic tank effluent treated to TS-II, or a more stringent standard, may be
utilized on sites when there is at least 13 inches of useable naturally occurring soil above an
UNSUITABLE soil horizon, rock, or soil wetness condition.
1. The minimum vertical separation distance between the trench bottom or point of application,
whichever is deeper, and an UNSUITABLE soil horizon, or soil wetness condition shall be 6 inches
for TS-II effluent.
2. A special site evaluation, pursuant to Section IV of this Approval, shall be required whenever there is
less than 18 inches of useable naturally occurring soil above an UNSUITABLE soil horizon, rock, or

IW W 5-2007-1-R2
August 31, 2010
Page 4 of 18
soil wetness condition,
M. A drip system receiving aerobic effluent treated to at least the NSF-40 standard, may be utilized when a
groundwater lowering system (existing or proposed) is used to meet the vertical separation requirements to
a soil wetness condition. In order to use a groundwater lowering system:
1. When only Group I or Group II soils with suitable structure and clay mineralogy are present within 36
inches of the naturally occurring soil surface the system may receive effluent treated to the NSF-40
standard. A special site evaluation is required when the local health department or regional soil
scientist require such an evaluation to determine the effectiveness of the groundwater lowering system.
2. When there are Group III soils present at any depth above the invert elevation of the highest point of
the drainage system or within 36 inches of the naturally occurring soil surface, whichever is deeper,
effluent shall be treated to TS-I or a more stringent standard. A special site evaluation, pursuant to
Section IV of this Approval shall be required.
3. No groundwater lowering drainage of Group IV soils is allowed, regardless of treatment level.
4. On new fill sites [Rule .1957(b)(1)], when all or part of the dripline is to be installed in approved fill,
effluent shall be treated to TS-I or a more stringent standard when used in conjunction with a
groundwater lowering system. A special site evaluation, pursuant to Section IV of this Approval shall
be required.
5. When a groundwater lowering system is used, the minimum vertical separation from the trench bottom
or point of application, whichever is deeper, to the projected (drained) soil wetness condition shall be
12 inches.
N. An aerobic subsurface drip system receiving effluent treated to at least the NSF-40 standard may be utilized
on new fill sites [Rule .1957(b)(1)], when all or part of the dripline is to be installed in approved fill
material, when there is at least 18 inches of useable naturally occurring soil above an UNSUITABLE soil
horizon or rock and at least 12 inches above a naturally occurring soil wetness condition,
1. The minimum vertical separation distance between the trench bottom or point of application,
whichever is deeper, and any UNSUITABLE soil horizon or rock shall be 18 inches and any soil
wetness condition shall be 12 inches.
2. Except as provided for herein, all requirements for new fill sites and systems of Rule 1957(b)(1) are
applicable to drip systems in fill.
O. An aerobic subsurface drip system receiving effluent treated to TS-I, or a more stringent standard, may be
utilized on new fill sites [Rule .1957(b)(1)], when all or part of the drip tubing is to be installed in approved
fill material, when there is at least 12 inches of useable naturally occurring soil above an UNSUITABLE
soil horizon or rock and at least 12 inches above a naturally occurring soil wetness condition.
1. The minimum vertical separation distance between the trench bottom or point of application,
whichever is deeper, and any UNSUITABLE soil horizon or rock shall be 12 inches and any soil
wetness condition shall be 9 inches.
2. A special site evaluation, pursuant to Section IV of this Approval, shall be required.
3. Except as provided for herein, all requirements for new fill sites and systems of Rule 1957(b)(1) are
applicable to drip systems in fill.
P. An aerobic subsurface drip system may be utilized on sites meeting the criteria for existing fill, in
accordance with Rule .1957(b)(2), when all or part of the dripline is to be installed in approved fill material.
1. For an aerobic drip system receiving effluent treated to the NSF-40 standard, the minimum vertical
separation distance between the trench bottom or point of application, whichever is deeper, and any
UNSUITABLE soil horizon, rock, or soil wetness condition shall be 18 inches
2. For an aerobic drip system meeting TS-I or TS-II standards, the minimum vertical separation distance
between the trench bottom or point of application, whichever is deeper, and any UNSUITABLE soil
horizon, rock, or soil wetness condition shall be 12 inches
3. Except as provided for herein, all requirements for existing fill sites and systems of Rule 1957(b)(2)
are applicable to all drip systems in existing fill.
Q. The minimum horizontal setback requirements of Rule .1970 shall be met for systems receiving effluent

IW W S-2007-1-R2
August 31, 2010
Page 5 of 18
meeting the NSF-40, TS-I, or TS-II standard, as applicable.
R. For drip systems used on sites where there is at least 18 inches of naturally occurring soil to an
UNSUITABLE soil horizon, rock, or soil wetness condition, the horizontal setback reductions of Rule
.1970 for NSF-40, TS-I or TS-II, as applicable, may be concurrently taken with LTARs as allowed in
Section IILH of this Approval.
S. For drip systems used on sites where there is less than 18 inches of naturally occurring soil to an
UNSUITABLE soil horizon, rock, or soil wetness condition, effluent treated to TS-II or a more stringent
standard, shall be required in order for reductions in horizontal setbacks allowed for TS-II in Rule .1970 to
be taken. The LTAR shall be as allowed in Section IILL A special site evaluation, pursuant to Section IV
of the Approval, shall be required.
T. A special site evaluation, including a hydraulic assessment, shall be provided to the local health department
on behalf of the owner, when required pursuant to Section IV of this Approval.
III. System Sizing
A. The LTAR shall be based on the most hydraulically limiting, naturally occurring soil horizon within 18
inches of the naturally occurring soil surface or to a depth of 12 inches below the trench bottom or point of
application, whichever is deeper.
B. The following table shall be used in determining the LTAR for the E-Z Drip Subsurface Wastewater
System.
Soil Group
LTAR (area basis) (�-,pd/ft2)
NSF-40
T S-I
T S-II
I.
1.0-0.6
1.2-0.8
1.5-0.8
IL
0.6-0.4
0.8-0.5
0.8-0.6
III.
0.4-0.15
0.6-0.2
0.6-0.2
IV.
0.15-0.05
0.2-0.05
0.2-0.05
C. Special site and soil limitations in Rule .1970(f)(2)(E) and (F) apply where the LTAR exceeds 1.2 gpd/ ft2
for TS-II systems on Group I Soils.
D. For aerobic drip systems in new fill [Rule .1957(b)(1)] receiving effluent treated to the NSF-40 standard,
the LTAR shall not exceed 0.6 gpd/ft2 for Group I, 0.4 gpd/ft2 for Group II, 0.15 gpd/ft2 for Group III, or
0.05 gpd/ft2 for Group IV soils, respectively. Soil group is based on the most hydraulically limiting,
naturally occurring soil horizon within 18 inches of the naturally occurring soil surface or 12 inches below
the trench bottom or point of application, whichever is deeper.
E. For aerobic drip systems in new fill [Rule .1957(b)(1)] receiving effluent treated to the TS-I standard, the
LTAR shall not exceed 1.0 gpd/ft2 for Group I, 0.5 gpd/ft2 for Group II, 0.2 gpd/ft2 for Group III, or 0.07
gpd/ft2 for Group IV, respectively. Soil group is based on the most hydraulically limiting, naturally
occurring soil horizon within 18 inches of the naturally occurring soil surface or 12 inches below the trench
bottom or point of application, whichever is deeper. An LTAR above 0.05 gpd/ft2 in Group IV soil must be
supported by a special site evaluation and hydraulic assessment, pursuant to Section IV of this Approval.
F. For aerobic drip systems in new fill [Rule .1957(b)(1)] receiving effluent treated to the TS-II standard, the
LTAR shall not exceed 1.0 gpd/ft2 for Group I, 0.6 gpd/ft2 for Group II, 0.2 gpd/ft2 for Group III, or 0.07
gpd/ft2 for Group IV, respectively. Soil Group is based on the most hydraulically limiting naturally
occurring soil horizon within 18 inches of the naturally occurring soil surface or 12 inches below the trench
bottom or point of application, whichever is deeper. An LTAR above 0.05 gpd/ft2 in Group IV soil must be
supported by a special site evaluation and hydraulic assessment, pursuant to Section IV of this Approval.

IW W S-2007-1-R2
August 31, 2010
Page 6 of 18
G. For aerobic drip systems in existing fill [Rule .1957(b)(2)] receiving effluent treated to NSF-40, TS-I, or
TS-II, the LTAR shall not exceed 0.8 gpd/ft2 (NSF-40) and 1.0 gpd/ft2 (TS-I or II)
H. When any reductions are taken in horizontal setbacks pursuant to the use of an NSF-40, TS-I, or TS-II
system pursuant to Rule .1970 of this Approval, on sites where there is at least 18 inches of naturally
occurring soil to an UNSUITABLE soil horizon, rock, or soil wetness condition, any one of the following
LTAR allowances may apply:
1. The LTAR may be determined pursuant to Section IILB when the only horizontal reductions taken are
reduced setbacks to drainage devices.
2. When effluent is treated to NSF-40, or a more stringent standard, the LTAR in gallons per day per
square foot shall not exceed the lowest LTAR for the applicable soil group for Soil Groups I, II and III,
pursuant to Section IILB, and 0.10 gpd/ft2 for Soil Group IV.
3. When effluent is treated to TS-II or a more stringent standard, the LTAR in gallons per day per square
foot shall not exceed the mid -range LTAR for the applicable soil group for Soil Groups I, II and III,
pursuant to Section IILB, and 0.10 gpd/ft2 for Soil Group IV.
L For drip systems receiving effluent treated to TS-I, or a more stringent standard, on sites with less than 18
inches of naturally occurring soil to any UNSUITABLE soil horizon, rock, or soil wetness condition, the
LTAR shall not shall not exceed the lowest LTAR for the applicable soil group for Groups I, II and III,
pursuant to Section IILB, and 0.10 gpd/ft2 for Group IV, and a special evaluation must be provided
pursuant to Section IV of this Approval.
J. The following table shall be used in determining the LTAR for E-Z Drip Subsurface Wastewater Systems
installed in saprolite pursuant to Rule .1956(6). The LTAR shall be based on the most hydraulically
limiting, naturally occurring saprolite to a depth of 24 inches below the trench bottom or point of
application, whichever is deeper.
Saprolite Group
Texture
LTAR (area basis) (2pd/ft2)
NSF-40
TS-I & II
I.
Sand
0.5-0.4
0.6-0.4
Loamy sand
0.4-0.3
0.5-0.3
II
Sandy loam
0.35-0.25
0.4-0.25
Loam
0.25-0.2
0.3-0.2
Silt loam
0.1-0.05
0.15-0.05
III.
Sandy clay loam
0.1-0.05
0.15-0.05
K. In calculating the minimum number of square feet for the drainfield, the daily design flow shall be divided
by the LTAR determined from the appropriate table above.
L. In calculating the minimum length of dripline to be used, the total square footage of drainfield as derived in
Section IILK shall be divided by two feet, unless additional linear footage is determined to be needed
pursuant in Subparagraph IILM of this approval or at the recommendation of the designer as soil and site
conditions allow.
M. The required total linear footage of dripline shall not be less than 0.5 x Q for Group I, 0.83 x Q for Group
II, 1.25 x Q for Group III, or 3.33 x Q for Group IV Soils (Q = daily design flow). This shall not affect the
total area required for the system based on Section IILK above.
N. Sections of tubing without emitters (blank tubing) required to meet site specific conditions shall not count
towards the minimum length of dripline needed when laying out the system or when calculating the linear
footage of dripline needed (see Section V.G).
IV. Special Site Evaluation

IW W S-2007-1-R2
August 31, 2010
Page 7 of 18
A special site evaluation for an aerobic drip system shall be provided to the local health department on behalf of
the owner, containing information required by Rule .1970(p)(2), as applicable, including a hydraulic
assessment, to justify use at the proposed LTAR and system layout when any of the following conditions are
applicable:
A. Group IV soils are encountered within 18 inches of the naturally occurring soil surface or within 12 inches
of the trench bottom or point of application, whichever is deeper, and the LTAR, pursuant to Section IILB,
is proposed to exceed 0.10 gpd/ft2 for NSF-40, 0.12 gpd/ft2 for TS-I effluent, and 0.15 gpd/ft2 for effluent
treated to TS-II or a more stringent standard.
B. The dripline is to be installed within the naturally occurring soil, and there is less than 18 inches of
naturally occurring soil to an UNSUITABLE soil horizon, soil wetness condition, or rock.
C. An existing or proposed groundwater lowering system is used to meet soil depth and vertical separation
requirements to a soil wetness condition and
1. There are Group III or IV soils present within 36 inches of the naturally occurring soil surface,
2. There are Group III soils present at any depth above the invert elevation of the highest point of the
drainage system, or
3. When the local health department or regional soil scientist requires such an evaluation to determine the
projected effectiveness of the groundwater lowering system.
The evaluation shall include site -specific determination of saturated hydraulic conductivities and other
critical site factors, and the proper application of appropriate drainage models and assessment tools.
D. To verify a proposed LTAR that exceeds the LTAR assigned by the EHS/LHD, pursuant to Section IILB or
Section IILJ of this Approval.
E. Aerobic drip meeting NSF-40 standards is proposed, and the LTAR is proposed to exceed 0.8 gpd/ft2 for
Group I, 0.5 gpd/ft2 for Group II, 0.25 gpd/ft2 for Group III or 0.1 gpd/ft2 for Group IV soils.
F. Aerobic drip meeting TS-I standards is proposed, and the LTAR is proposed to exceed 1.0 gpd/ft2 for
Group I, 0.6 gpd/ft2 for Group II, 0.3 gpd/ft2 for Group III or 0.12 gpd/ft2 for Group IV soils.
G. Aerobic drip meeting TS-II or a more stringent standard is proposed, and the LTAR is proposed to exceed
1.2 gpd/ft2 for Group I, 0.7 gpd/ft2 for Group II, 0.4 gpd/ft2 for Group III or 0.15 gpd/ft2 for Group IV soils.
H. Aerobic drip meeting TS-I or a more stringent standard is proposed in new fill, and
1. A groundwater lowering drainage system (existing or proposed) is also used to meet soil depth and
vertical separation requirements to a soil wetness condition; or
2. Group IV soils are encountered within 18 inches of the naturally occurring soil surface and the LTAR
is proposed to exceed 0.05 gpd/ft2; or
3. There is less than 18 inches of naturally occurring soil to an UNSUITABLE soil horizon or rock.
I. When required in Rule .1970 unless otherwise specified in this Approval.
J. The daily design flow for the design unit exceeds 1,500 gpd.
K. When any of the conditions listed below are met, the hydraulic assessment of the special site evaluation
shall include one or more of the following: a lateral flow, linear loading, groundwater mounding, or water
balance analysis.
1. The local health department or regional soil scientist determines that the combination of soil
conditions, site topography and landscape position, daily design flow, system layout and proposed
stormwater appurtenances creates the potential for hydraulic overloading of a site.
2. The daily design flow is greater than 720 gpd and there is less than 18 inches of naturally occurring

IW W 5-2007-1-R2
August 31, 2010
Page 8 of 18
soil to an UNSUITABLE soil horizon, soil wetness condition, or rock.
3. The dripline is to be installed within the naturally occurring soil and there is 15 inches or less of
naturally occurring soil to an UNSUITABLE soil horizon, soil wetness condition, or rock.
4. There is less than 18 inches of naturally occurring soil to an UNSUITABLE soil horizon, soil wetness
condition, or rock, and reductions in horizontal setbacks allowed in Rule .1970 are taken with a drip
system receiving effluent meeting TS-II or a more stringent standard.
In conjunction with the information required to be included by Rule .1970(p)(2), the report is to communicate to the
designer site specific details of the delineated area and include a preliminary system layout and design that complies
with the requirements of this approval. The report shall identify, comment on, and offer recommendations to
address, as necessary, site specific conditions such as soil quality, slope, landscape position, stoniness, vegetation,
surface drainage, site preparation, depth of installation, etc. that may, in the judgment of the evaluator, effect the
design and /or field installation.
V. Design Criteria
A. Pretreatment
The drip system drainfield shall be preceded by a pretreatment process designed to meet at least NSF-40 or
a more stringent standard, pursuant to Rule .1970. This level of pretreatment may be achieved by an
approved RWTS, approved Advanced Wastewater Pretreatment Systems, or project -specific approved
equal.
B. Dosing tank
1. The dosing system shall meet the design and construction criteria of Rules .1952-.1954.
2. The dosing tank shall be a separate approved pump tank with a minimum liquid capacity not less than
the total liquid capacity of the septic tank that would be required for this system in accordance with
Rule .1952, unless approved pursuant to Section V.B.3.
3. If the dosing tank is not separate it must be designed by an engineer or be an integral part of an
approved advanced pretreatment system. The system designer must verify the following.
a. The pretreatment system approval specifically includes the proposed integral dosing tank, where
applicable.
b. The drip dosing pump can be easily installed, repaired and maintained in the pretreatment system
effluent dosing compartment.
c. The level control float and alarm requirements of this Subparagraph V.B and the pump
requirements of Subparagraph V.0 of this approval are met.
d. All applicable pump submergence, dosing volume, flow equalization and emergency storage
capacity requirements of the system are met, without interfering with the performance of the
advanced pretreatment system.
e. Normal operating levels will not result in effluent backing up into a part of any pretreatment
component designed for free gravity flow drainage, including any media filter.
f. Additional flow equalization capacity in the dosing tank is not required if flow equalization is
provided as part of the treatment system prior to the dosing tank.
g. Emergency storage capacity requirements may be reduced to 8 hours when a telemetry system is
provided, whereby the Operator in Responsible Charge (ORC) shall be automatically contacted of
alarm conditions (high water or power outage). The telemetry system and alarm shall include
automatically rechargeable battery backup power supply.
4. Level control floats in the dosing tank shall be adjustable and replaceable from the ground surface
without requiring entrance into the tank.
5. The Rule requirement for a separate high water alarm that is audible and visible by system users shall
be met, in conjunction with any required self monitoring features of the E-Z Drip Subsurface
Wastewater System.
C. Pumps:

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Unit shall include effluent rated high head submersible pump(s), or effluent rated suction lift self -priming
centrifugal pump(s), in accordance with Rule .1952(c)(2), as specified by E-Z Treat Company. For a
suction lift pump, the intake pipe shall contain a screen and foot valve as specified by E-Z Treat Company.
Pump, controls, intake pipe and screen, as applicable, shall be easily accessible by the system operator for
routine operation, maintenance, monitoring and servicing.
D. Filters
1. Self-cleaning filter(s) capable of screening particles larger than or equal to 130 microns shall be used.
Self-cleaning process shall be automatic. Geoflow Filters, or Geoflow approved equal, shall be used.
2. Filter flushing residuals shall be pumped into the upstream end of the pretreatment system, with
provisions made to minimize disturbance of any solids in the septic tank or settling chamber (where
applicable).
3. The number and size of filter(s) shall be at least adequate to operate at a flow rate, during both
irrigation and flushing conditions, within the filter manufacturer's specified acceptable operating
range.
E. Headworks
The headworks assembly typically includes the filters and associated filter backwash valves, field flush
valve, and flow meter, and may also include zone dosing, isolation valves. Headworks components shall be
in a separate single or multiple enclosures that are freeze protected, UV and corrosion resistant and easily
accessible for routine operation, maintenance, monitoring and servicing. Design shall facilitate reasonable
access to all internal components.
F. E-Z Drip processing and control unit
1. Controls shall:
a. Provide for delivery of designer specified preprogrammed volumes of effluent to each field zone
(adjustable and variable between zones) at designer specified time intervals (24 hour flow
equalization);
b. Provide for automatic flushing of integral unit filters (filter flushing), initiated by a timer
(adjustable duration);
c. Provide for automatic flushing (at least weekly) of the drip laterals (field flushing) with filtered
effluent for designer specified duration; and
d. Monitor pump cycles and run times (for each pump and field zone when multiple zones) and flow
(with totalizing flow meter, or equal).
2. A telemetry system shall be provided for systems with a daily design flow greater than 600 gpd. The
ORC shall be immediately notified of alarm conditions (high water and power outage). A telemetry
system will also be necessary when the dosing system serves as the discharge from an advanced
pretreatment system and telemetry is required in the pretreatment system approval.
3. For systems with a daily design flow greater than 3,000 gpd, controls shall also monitor flow volume
to each zone and provide a flow variance indication when flow is + or - 20% of design. Telemetry
system and alarm shall include an automatically rechargeable battery backup power supply.
4. Any special equipment to monitor system performance shall either be provided with the system, or
determined to be in the possession of the manufacturer authorized ORC prior to system approval.
5. Controls and float levels shall be synchronized to assure the minimum dose is available prior to
initiating a dosing cycle to a zone or subfield.
6. Minimum dose volume per zone shall be set as needed so that at least 80 percent of each dose is
delivered when the minimum pressure in the field network pressure is at least 10 pounds per square
inch (psi). This shall be approximated by using five times the liquid capacity of the drip laterals plus
the liquid capacity of the supply and return manifold lines (only the portion which drain between
doses), unless a smaller volume is field determined to meet this performance criteria. For example, the
minimum dose time can be field determined as follows:
a. When zone is "dry", measure the time from pump start until the top of return pressure is greater
than 10 psi. This time shall be designated "Ti". Also measure the total gallons it takes to reach 10
psi. This "fill" volume is designated "Gi".

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b. Determine minimum additional dose time as (4xGI)/(irrigation flow rate)_ "Tf '.
c. Total adjusted minimum dose time can be reduced to "Ti" plus " Tf', and adjusted dose volume is
5x "Gi".
7. Minimum automatic field flushing volume per zone shall be two times the liquid capacity of the drip
laterals plus the liquid capacity of supply and return and manifold lines that drain between doses.
8. Either the drip system control panel or the pretreatment system control panel shall enable the daily, 7-
day and 30-day monitoring requirements of Rule .1970 to be met. The system designer must specify
whether the pretreatment system manufacturer or the E-Z Drip Subsurface Wastewater System control
panel shall record the flow monitoring requirements of Rule .1970.
9. A duplex pump dosing system shall be provided whenever the daily design flow exceeds 3,000 gpd or
when the total length of driplines exceeds 5,000 feet.
10. Floats and controls shall be set up as follows:
a. The off (`redundant off") float is set to provide at least the minimum level of effluent required to
keep the pump submerged based on recommendations by the pump manufacturer and E-Z Treat
Company. The purpose of the off float is to help ensure that the pump shuts off prior to the
system being pumped dry.
b. The timer enable ("on") float is set to initiate the pump cycle which will last until the preset "on"
cycle times out (set to deliver desired dose volume). The float shall be set sufficiently above the
redundant "off' level so that one dose volume to the largest drip dispersal zone is available, and
the effluent level in the tank remains above the deactivation (`off') float level at the end of each
pump cycle. The cycle "off' time begins to time out at the start of each dose event. The purpose
of the timer enable float is to deliver up to 60 percent of the daily design flow to the drainfield.
c. The peak enable float is set to initiate an accelerated (more frequent) pump cycle by reducing the
"off' time period. This float shall be set one-half the distance between the high water alarm float
and the timer enable float. The purpose of the peak enable float is to deliver up to 100 percent of
the daily design flow to the drainfield.
d. The high water alarm float is set to provide the minimum required emergency storage capacity for
the system, which shall be at least 24 hours or as otherwise approved pursuant to Rule
.1952(c)(1)(D) or per Section V.B.3.g above. The purpose of the high water alarm float is to
maximize storage capacity to help ensure that effluent does not exceed the pump tank/collection
system capacity and discharge to the surface or back up into the facility.
Alternative setups for floats and controls may be proposed by the system designer on a project specific
basis. Such alternative proposals must receive the concurrence of the E-Z Treat Company and the
local health department or the State.
11. Floats, pump and control circuits, and the control panel shall meet the requirements of Rule .1952(c).
Panel and control equipment shall include lightning protection, be protected from unauthorized access,
and remain accessible at all times to the ORC. The bottom of the panel shall be at least 36 inches
above the ground surface.
12. The drip system control panel shall be provided by the E-Z Treat Company, unless the conditions of
Subparagraph V.F.13 of this Approval are met. The same panel may include the capability to operate a
portion of an advanced pretreatment system, if this is proposed by the pretreatment system
manufacturer and meets all of their requirements. Documentation shall be provided to the State for
inclusion on the On -Site Water Protection Section's Homepage.
13. The drip system control panel may alternately be a combination panel supplied or manufactured by an
approved advanced pretreatment system manufacturer, and concurrently approved to serve some or all
of the control system requirements of the advanced pretreatment system. This option must first be
jointly proposed by the E-Z-Treat Company and the applicable pretreatment system manufacturer and
shall meet all of the control requirements of this Approval for this drip system and applicable control
requirements for the pretreatment system. Documentation of this shall be provided to the State for
inclusion on the On -Site Water Protection Section's Homepage.
G. E-Z Drip Subsurface Drip System Field Design (See Section VIII for designer responsibilities):
1. The field network shall utilize 16mm, 18mm, or 20mm nominal size WASTEFLOW PC polyethylene
dripline containing bactericide incorporated into the inner lining and Treflan® root intrusion inhibitor

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bound into the pressure -compensating emitters. Manufacturer guarantees roots shall be effectively
inhibited by this product for a minimum period of ten years.
2. Pressure compensating emitters shall be spaced uniformly along the dripline on a maximum of two
foot centers and designed to deliver 0.53 or 1.02 gallons per hour per emitter (+ or - 5%) at internal
tubing pressures of 7 to 60 pounds per square inch.
3. The field shall consist of multiple separately and automatically dosed and valved zones whenever
needed to meet irrigation and/or flushing requirements, and in adherence with manufacturer's
recommendations. Valve locations and dosing requirements shall be in adherence with manufacturer's
recommendations, consistent with the requirements of this approval.
4. The minimum zone size and linear feet of dripline in each zone shall adhere to the manufacturer's
recommendations. The linear feet of dripline may be increased utilizing reduced dripline spacing as
the site and this Innovative Approval allow, without requiring an increase in the total area requirement
as calculated in Section IILK. Also refer to subparagraphs pertaining to `Blanking," below for further
guidance on options and constraints associated with system size and layout in the field.
5. Driplines and drip runs shall be designed and installed level, following the naturally occurring ground
contour. A maximum variance of + or - 2 inches off dead level may be allowed within any drip run or
any contiguous section of dripline containing drip emitters between fittings.
6. Individual driplines and drip runs are designed and installed on contour and on at least 2 foot centers,
unless approved to be spaced uniformly on less than 2 foot centers as described in section V.G.4 above
to address site -specific situations or for short sections as needed to avoid field obstructions, without
reducing total area requirements.
a. In no case shall dripline spacing be less than 12 inches on center.
b. In order to keep on contour, driplines or portions of driplines may be installed on greater than 2
foot centers, requiring additional total application area.
c. Short sections installed on less than 2 foot centers as needed to avoid field obstructions shall
account for less than 5 percent of the total linear feet of dripline within any zone.
7. Solvent welded heavy duty non -perforated flexible PVC pipe shall be used to connect the supply and
return manifolds with the driplines, or to connect common driplines installed at varying depths or
locations (e.g.: in stepdowns or to connect looped drip runs). The connection lines shall be made to the
driplines by solvent welded Geoflow compression adapters or Geoflow lock -slip fittings, or approved
equal.
8. Connection lines shall be conveyed over compacted earthen dams constructed at least 2 inches higher
than the maximum elevation of each dripline served. These dams are to retain effluent in the driplines
at the end of each dose cycle. The loops between runs must be elevated so that they drain freely into
the run lines. Connection lines and loops shall be Schedule 40 PVC or solvent -welded, non -perforated
flexible PVC.
9 `Blanking" describes interior watertight sections of tubing without any drip emitters, which may be
installed where unfavorable site conditions are encountered along a drip lateral, such as rock, shell
fragments (> 35%), trees, large roots, large tree stumps as identified by the system designer, soil
scientist, installer or local health department.
10. Short sections of blanking tubing may also be used where minimum horizontal separation requirements
between adjacent driplines as specified in Section V. G.6 of this Approval cannot be met.
11. Sections of blank tubing shall not be included in meeting the minimum linear footage of dripline
requirement calculated for the zone containing the blanking section.
12. No more than 20 percent of the total drip lateral length in a zone shall be compromised of blanking
sections.
13. Blanking tubing shall be either
a. Blank Geoflow HDPE tubing of the same material, specifications and inside diameter as the
connecting dripline; or
b. Non -perforated flexible PVC.
14. Non -perforated flexible PVC shall be used whenever the blanking section passes through an area
having excessive abrasion hazards due to number or condition of rocks or an area where uniform
bedding cannot be effectively insured.
15. Blanking sections shall also meet the following conditions:

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a. Connection lines shall be made to the driplines (with emitters) by solvent welded Geoflow
compression adapters or Geoflow Lock -slip fittings, or E-Z Treat Company approved equal.
b. Blanking sections and connections shall be provided by the drip system manufacturer.
c. Blanking sections shall be installed in hand shaped trenches with a minimum of 2 inches of clean
acceptable soil, free of organic material, on all sides. The entire length of the blanking section
shall be protected from abrasion or damage from contact with rocks, roots, voids or other
obstructions.
d. All direction changes shall be gentle, sweeping bends which eliminate any danger of kinking,
pinching or collapse of the tubing.
e. Where possible, blanking sections shall be installed level and at the same elevation as the dripline.
Where the blanking tubing trench floor elevation must vary from the dripline elevation due to
specific obstructions, the blanking section shall go above in elevation around the obstruction,
rather than below, with a single, sweeping high point in a manner which will not retain water in
the blanking section.
f. The dripline at both ends of any given section of blanking shall be maintained at the same
elevation or the blanked section be constructed as a raised contour dam, preventing flow at pump
cut off from the upper portion to the lower portion.
g. A minimum of 6 inches of soil cover shall be maintained over blanking sections with care taken to
provide proper surface drainage without creating areas of concentrated runoff or ponding. Less
cover (a minimum of three inches is required) may be considered when utilizing flexible PVC if
necessary to allow the dripline to be installed at the specified depth.
h. When driplines must be installed closer than 12 inches apart, both shall be blanking sections and
those sections shall be backfilled with hand compacted clayey material.
i. At least a single blanking section is to be used whenever a drip lateral must be installed where the
horizontal separation between adjacent sections of dripline is less than the minimum spacing as set
forth in Section V. G.6, above. This portion of the blank section shall be backfilled with well
compacted, low permeability, clay.
j. Locations and lengths of blanking sections shall be noted on the as -built drawings for the project.
16. The hydraulic design shall be based on achieving the following conditions:
a. No more than a 10 percent variation in flow between any individual emitters anywhere within a
separately dosed zone, including any drain back.
b. When the slope exceeds 10 percent, check valves may be used in the supply and return manifolds,
or other acceptable means identified to minimize disproportionate amount of drainage into the
lowest area of the zone.
c. Maintenance of scour velocity of at least 1.2 feet per second in the supply line from the dosing
tank to the beginning of the drip field during normal dosing cycles.
d. Maintenance of flushing velocities of at least 1.2 feet per second in each supply manifold segment
during field flushing, and maximum flushing velocities less than 10 feet per second in each supply
and return manifold segment.
e. Minimum pressure in the dripline of 10 pounds per square inch during flushing flows and a
maximum of 60 pounds per square inch during normal dosing flows.
f. Maintenance of flushing velocities of at least one foot per second at the distal end of each dripline
during field flushing, with valving provided to enable flushing velocities of at least two feet per
second at the distal end of each dripline to be achieved with manual flushing.
17. The hydraulic design shall include documentation that minimum scour velocities and maximum
pressure restrictions will be maintained, including project -specific calculations, computer simulations
as necessary, or verification of adherence to pre -approved design criteria. Hydraulic calculations are to
take into account sections of top feed lateral feed/return lines and blanking, where applicable.
18. Field appurtenances include an air/vacuum release valve at the high point(s)/outlet of each zone; an
isolation valve and check valve at the high point/outlet of each zone (when there are more than one
zone); pressure sustaining valves where needed; solenoid valve with separate isolation valves on each
side at the inlet to each zone or in the headworks assembly (or by an appropriate alternate method
which enables all valves to be isolated and serviced without effluent discharge from supply/return
lines); cleanout at each end of the supply and return manifolds; a separate cleanout at the distal end of
the supply line to each zone; and pressure monitoring fittings at the field inlet and outlet points, and at

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the headworks for measuring deadhead and operating pressures.
19. The ORC must be able to access all solenoid valves, air vents, pressures monitoring points and
isolation valves at all times for inspection, testing and maintenance. Valves, pressure monitoring
fittings, vents and cleanouts shall be provided with protective vaults or boxes that are decay resistant,
ultraviolet rated, and that extend at least to finished grade. Routine maintenance and monitoring shall
be possible without effluent discharging from the network in preparation for or during these
procedures.
G. Return Line
This shall be directed into the upstream end of the pretreatment system, with provisions made to minimize
disturbance of any solids in the tank. For fields remotely located in relation to the pretreatment system, an
intermediate pump tank may be used to receive the field flush effluent prior to its direct conveyance back to
the pretreatment system, or a separate settling tank provided to receive the field flush effluent prior to its
conveyance back to the drip dosing tank. Access to the pump tank must be provided.
VI. Installation and Testing Procedures
A. A preconstruction conference shall be required prior to beginning any site modifications or construction of
the E-Z Drip Subsurface Wastewater system. The conference shall be attended by the E-Z Treat authorized
system designer, E-Z Treat authorized installer, and the local health department. The licensed soil scientist
and registered professional engineer shall also be present, as applicable.
B. It shall be the responsibility of the system designer to specify equipment to be used, and site -specific
procedures to be followed, including blanking provisions.
C. The septic tank(s), dosing tank(s), and any other pretreatment system tank(s) shall be demonstrated to be
watertight by vacuum test or 24 hour leakage test conducted at the installation site. Test shall be run after
tank installation with risers/and inlet/outlet pipes in place, but before the tanks are covered (backfilled). A
water level change of '/2 inch or more, within a 24-inch riser, over 24 hours, or visual observation of
leakage shall be cause for failure of a leakage test. Initial water level shall be to 1 inches above the
riser/adapter seam in the tanks.
D. The preservation of the original structure of the soil in the drainfield and repair areas is essential to
maintaining the absorptive capacity of the soil. No activity other than the construction of the system is
permitted within these areas before, during and after installation of the system.
E. Drainfield area shall be prepared in a manner that minimizes site disturbance.
1. No equipment shall cross the field areas during rainfall events, or when the soil moisture content of the
fields is above field capacity (`too wet to plow").
2. Only equipment light enough to not compact the soil shall be used to remove trees, roots, and rocks,
with hand incorporation of select fill material used to eliminate weak spots where roots or boulders
must be removed.
3. Fill material and final cover shall be in accordance with Rule .1957(b)(1)(F). In some instances, final
cover material may be approved to be added after dripline installation.
4. Field shall be prepared as needed to enable the final cover to be established and maintained prior to
dripline installation.
5. The selection, transportation, and incorporation procedures of fill or cover must be carefully reviewed
and concurred with by the system designer, soil evaluator, and local health department prior to and
during installation.
F. Drip laterals shall be staked out by use of an engineer's or laser level and taped prior to permitting. At least
every fourth drip run or parallel adjacent dripline shall be field staked. However, staking shall be more
frequent if needed, as determined by the system designer or local health department, to assure conformation
with natural contours and design requirements for sizing, location and separations. Maximum dripline

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depth shall be in accordance with permit conditions.
G. Dripline shall be installed in accordance with the designer's and manufacturer's recommendations for each
site. A vibratory plow, static plow, trencher, or rock saw is most typically used, or the system is installed
by hand. Soil moisture must be dry enough so that soil compaction or smearing will not occur. The system
shall not be constructed during periods of wet weather when the soil is sufficiently wet at the depth of
installation to exceed its plastic limit. The plastic limit is exceeded when the soil can be rolled between the
palms of the hands to produce a roll (wire) 1/8 inch in diameter (>1.5 inches in length) without breaking
and crumbling. Questions about site workability shall be reviewed with the system designer, soil evaluator,
and local health department prior to proceeding.
H. Leaf litter and debris shall be removed prior to the installation of dripline, where applicable. When a
trencher is used or trenches are hand dug, the trench bottoms shall be hand cleaned of roots, debris and
litter, and the dripline shall be secured to the center of the trench bottom prior to backfilling.
L Minimum soil cover over dripline shall be 6 inches to finished grade. Cover material shall be free of rocks,
debris, construction and demolition (C+D) waste, hazardous or contaminated waste, or material with
concentrations or layers containing more than 35 percent by volume of shell fragments or more than 10
percent by volume of fibrous organics.
J. Minimum depth of valves in protective vaults or boxes shall be at least 12-18 inches below finished grade
(as needed to be below normal frost depth).
K. Air vents shall be installed in a valve box so that the entire vent is below finished grade. The outlet of the
vent must be above the installation depth of the dripline.
L. Extreme care must be taken during and after system installation to assure no extraneous debris enters the
tankage, supply lines, and dripline network. Supply lines and manifolds shall be flushed out prior to
system startup.
M. Designer's and manufacturer's recommendations shall be followed for system startup. All leaks in pipe
network or from emitters exhibiting excessive emission rates, as evidenced by wet spots during dosing
cycles comparable to normal operating conditions, shall be repaired.
N. Dosing and flushing flow rates must be measured. Dosing pressure must be measured at the lowest point in
the supply manifold to verify need for a pressure sustaining valve and its effectiveness, if valve is present.
Flushing pressures at the ends of each zone supply and return manifold shall be measured and determined
to be in accordance with design criteria.
O. Fields shall be finished graded to shed surface water and in a manner which facilitates system inspection,
operation, maintenance, and repair as well as turf management with standard mowing equipment (if
applicable). Provisions shall be made to establish and maintain a vegetative cover (e.g., grass) to prevent
erosion and allow mowing with standard equipment and to allow for effective system inspection.
P. Other methods of site stabilization may be proposed, such as in woodland sites. Equivalent provisions for
finished grading to shed surface water and as needed to facilitate inspection, operation, maintenance, and
repair apply. Establishment of a permanent vegetative cover on a wooded site is not necessary if the site is
otherwise effectively stabilized from erosion after construction until a protective litter cover is naturally
reestablished. Site -specific procedures should be reviewed by the system designer, soil evaluator and local
health department. To facilitate inspection and maintenance, new woody vegetation must be prevented
from becoming established over driplines and appurtenances.
Q. All mechanical components, pumps, pump cycling, filters, valves, vents, flushing, high water alarm and
telemetry systems, as applicable, must be demonstrated to be fully operable in accordance with their
design.

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VII. Operation, Maintenance and Monitoring Requirements
A. System management entity, inspection/maintenance and reporting frequency requirements shall be
comparable to at least Type V(a) systems in Rule .1961(b), Table V(b), except that the maximum
inspection interval for systems up to 1,500 gpd shall be quarterly for the first year of operation.
Inspections shall be more frequently as required for advanced pretreatment units, where applicable.
B. During the first operational inspection after system start-up, an E-Z Treat Company representative will
meet with the ORC and the property owner to explain the system and answer any questions.
C. In the event any system is found to be out of compliance, E-Z Treat Company will assist in the
development of an action plan to bring the system back into compliance.
D. The maximum inspection/maintenance/inspection frequency shall revert to quarterly for a period of one
year after a system found to be out of compliance is repaired.
E. The ORC shall provide monitoring reports to the health department which include a log of all malfunction
incidences/notifications, maintenance activities and wastewater volume delivered to each zone between
each required monitoring period.
F. Minimum activities during each required inspection shall include visual observation of the dripfield(s),
checking/cleaning filter(s), measured dosing flow rate to each zone, and recording of flow meter reading,
pump run times and cycle counts.
G. Flushing flow rates and pressure head measurements during flushing at the inlet and outlet of each field
zone shall be taken at least once per year.
H. The ORC shall report inspection findings and measurements on the report form and spread sheet provided
by E-Z Treat Company and appended to this Innovative Approval.
L For systems with a daily design flow of greater than 600 gpd, the ORC shall be telemetrically notified of
high water and power outage. For systems with a daily design flow of greater than 3,000 gpd, the ORC
shall also be telemetrically notified of flow variance (+ or — 20%) and catastrophic failure (+ or — 50%)
conditions.
J. The ORC shall also conduct other additional observations, measurements, monitoring, and maintenance
activities as specified in the Operation Permit and as recommended by E-Z Treat Company and as required
for any applicable advanced pretreatment system that may also be present.
VIII. Responsibilities and Permitting Procedures
A. Prior to the installation of an E-Z Drip Subsurface Wastewater System at a site, or modification to a site
for an E-Z Drip Subsurface Wastewater system, the owner or owner's legal representative shall notify the
local health department of their proposed use of such a system. The local health department shall issue an
Improvement Permit or Authorization to Construct or amend a previously issued Improvement Permit or
Authorization to Construct allowing for the use of the proposed Innovative System upon a finding that all
provisions of this approval and all other applicable rules shall be met.
B. Use of the proposed Innovative System and any conditions shall be described in the Improvement Permit
and Authorization to Construct or amended Improvement Permit and Authorization to Construct, as well as
described on the Operation Permit to be issued upon the acceptable completion of the system installation.

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C. All systems shall be designed by a professional engineer or by individuals authorized in writing by the
manufacturer. The system shall be designed by a professional engineer when:
1. Pretreatment components have not received prior State approval, or the pretreatment system approval
requires the system to be designed by a professional engineer,
2. The system daily design flow exceeds 600 gpd,
3. Drip lateral lengths in a single field zone vary by more than 25 percent,
4. Duplex pumps are required in accordance with Section V.F.9, above, or
5. The complexity of the site or system dictates non-standard design as determined by the local health
department or the manufacturer.
D. When required, plans and specifications shall be prepared, reviewed and approved in accordance with
Rules .1938(e) and (f). Systems designed by an authorized designer shall include a review letter from the
manufacturer along with a submittal checklist signed by the manufacturer for each system.
E. The system shall be installed by a NCOWCICB certified Level IV Installer that is authorized in writing by
the manufacturer to install the system. The installer shall coordinate the installation with the system
designer and manufacturer's field representative.
F. Prior to issuance of an operation permit a contract for operation and maintenance shall be executed between
the system owner and an ORC as required in accordance with Rule .1961(b). The ORC shall have been
trained and certified in writing by E-Z Treat Company to operate and maintain E-Z Drip Subsurface
Wastewater dispersal systems. E-Z Treat Company shall provide as needed classroom and field training
for licensed operators.
G. A condition of the operation permit shall be that a contract for operation and maintenance with an E-Z
Treat Company certified ORC shall remain in effect for as long as the system is to remain in use.
H. A professional engineer or E-Z Treat Company authorized designer, as applicable, must certify in writing
that the system was installed in accordance with the approved plans and specifications prior to Operation
Permit issuance. The manufacturer or the manufacturer's authorized field representative and authorized
designer shall provide written confirmation of their acceptance of the system installation prior to operation
permit issuance.
I. For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist, the local health
department shall 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 ground absorption system
installation and certify in writing that the installation was in accordance with their specified site/installation
requirements prior to the Operation Permit issuance.
J. E-Z Treat Company, Inc. shall provide lists of manufacturer's authorized designers, installers and operators
to the State and applicable local health departments. The Manufacturer shall also provide notice of all
scheduled manufacturer authorized training programs for individuals seeking authorization, or on -going
training.
IX. Repair of System
The provisions of 15A NCAC 18A .1961(c) shall govern the use of the E-Z Drip Subsurface Wastewater
System for repairs to existing malfunctioning wastewater systems.
Approved by: Date:

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Appendix A
In the Tables "SWC" means "Soil Wetness Condition" and "USC" means an "UNSUITABLE Soil Condition,"
other than a SWC and "NOSS" means "naturally occurring soil surface"
Table A-1 — Siting criteria for aerobic drip systems where dripline is installed below the elevation of the naturally
occurring soil surface (NOSS).
Criteria or requirement Treated to NSF-40 or Treated to TS-I or more Treated to TS-II or
more stringent stringent more stringent
Minimum useable soil
depth below NOSS to USC
18 inches
15 inches
13 inches
or SWC
Minimum vertical
separation between the
12 inches
9 inches
6 inches
trench bottom or point of
(12 inches to rock or
(12 inches to rock or
application, whichever is
tidal water)
tidal water)
deeper, and USC or SWC
Allowance to meet 6 inches
Addition of up to 6 inches
suitable Group II or III soil material, after settling
cover requirement
Special site evaluation not
18 inches or more of useable soil
required, unless
specifically required below
Special site evaluation
Group IV within 18
Group IV within 18
Group IV within 18
required (Section IV)
inches of NOSS and
inches of NOSS and
inches of NOSS and
LTAR >.10
LTAR >0.12
LTAR > 0.15
Proposed LTAR exceeds LTAR assigned by EHS/LHD per Section IILB
Groundwater lowering system used and any
Group III soil above invert elevation of drain or
any Group III or IV soil within 36 inches of
NOSS
Groundwater lowering system used and LHD or RSS determines evaluation
needed
Daily design flow exceeds 1,500 gpd
Less than 18 inches from NOSS to
USC or SWC
LTAR: LTAR: LTAR:
>0.8 (Group I) > 1.0 (Group I) > 1.2 (Group I)
>0.5 (Group II) >0.6 (Group II) >0.7 (Group II)
>0.25 (Group III); >0.3 (Group III) >0.4 (Group III)
>0.10 (Group IV) >0.12 (Group IV) >0.15 (Group IV)

IW W 5-2007-1-R2
August 31, 2010
Page 18 of 18
Table A-2 — Siting criteria for aerobic drip systems on new fill sites, when all or part of the dripline is to be installed
in approved fill material.
Criteria or requirement Treated to NSF-40 or Treated to TS-I or Treated to TS-II or
Minimum useable soil
depth below NOSS to USC
or SWC
Minimum vertical
separation between the
trench bottom or point of
application, whichever is
deeper, and USC or SWC
Special site evaluation not
required, unless
specifically required below
Special site evaluation
required (Section IV)
more stringent
more string
Imore stringent
18 inches to USC
12 inches to USC
12 inches to SWC
12 inches to SWC
18 inches to USC
12 inches to USC
12 inches to SWC
9 inches to SWC
18 inches or more of useable soil
<18 inches to USC
Group IV soil within 18 inches of NOSS and
L TAR >0.05
Groundwater lowering system is used with fill
Daily design flow exceeds 1,500 gpd
Table A-3 — Siting criteria for aerobic drip systems on existing fill sites, when all or part of the dripline is to be
installed in approved fill material
Criteria or requirement Treated to NSF-40 or Treated to TS-I or Treated to TS-II or
higher higher higher
Minimum depth Group I
fill/soil below existing fill 24 inches
surface to
USC or SWC
Minimum vertical
separation between the 18 inches 12 inches
trench bottom or point of
application, whichever is
deeper, and USC or SWC

E 1111111111'111EAT
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.

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

Pre -assembled Pod
Flexible configurations
Multiple sizes available
Lightweight pods
Non -clog media
High level denitrification
Optimized for water reuse
E-Z4 i kEAT
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 lm 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 drainfeld or into a pump
chamber for dosing LPP, drip
irrigation, or other pressurized NSF Testing Performance Summary
drainfelds. Effluent is suitable Parameters Effluent, Avg.
for reuse. UV disinfection may
be required. BOD5 2 mg/I
TSS
2 mg/I
DO
3 3 mg/I
Turbidity
2 NTU
E coli *
2 MPN/100ml
PH
68-75
Total Nitrogen Reduction
64%
*with optional UV disinfection
Call: 703.753.4770 or visit: eztreat.net
©2017 E-Z Treat

E37.SC
47 5C
LILT
PRESSURE GAUGE
Standard Model Package:
Item Description
1 STEP-2&Re-circulation Pump, 112 HP
2 Float By -Pass Valve
3 Control Panel
4 Styrene Media
*Septic tank effluent filter is supplied by others
4
4
❑3
14
-
El
Model 600
r
SPRAY MANIFOLD
del 1200
V 6AI
E-Z _ TREAT
Gz, LLYALVE
V
Please Note: pump is changed to
Franklin Electric E-Series or
approved equal, consult E-Z
Treat for operating conditions.
Models bearing the NSF mark
are certified Class I
to one or more of the fol lowing standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANSI 350

E Z CW"
TREAT
Re -Circulating Synthetic Filter
Installation
�*N
Inspection Checklist
F
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

Pre -construction Meeting
❑
Pre -construction meeting held?
Personnel present at pre -construction meeting (check all that apply):
❑ Owner
❑ Builder
❑ Engineer or Designer
❑ Regulator
❑ Installer
❑ 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?
r+
0)
❑
1/16" commercial effluent filter/screen installed on outlet?
❑
Is effluent filter/screen able to be removed for cleaning?
fu
r+
❑
Is septic tank accessible?
0�
❑
Are septic tank, risers, and access covers watertight?
n
0
Re -circulation Tank
I
❑
Re -circulation tank sized per code or certification criteria?
N
❑
Is re -circulation tank installed per manufacturer's requirements?
(p
❑
Does re -circulation tank, riser(s), and access cover(s) meet applicable structural standards?
(i
r+
❑
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
(D
❑
Is the by-pass valve inlet connection from E-Z Treat pod installed properly?
f�
❑
Is the by-pass valve outlet connection to gravity drainfield or to drainfield pump tank/basin
_X,
installed properly?
(A
e'+
Pump
❑ 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!)
❑ -_y:. ,: i:.:/_' _'rI .,. I .,I.. t,7/...J:.rl ✓".'Dr., ,r .rr�y r:r...... L
as a Ula- r..r1 "
❑ 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

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-7 Treat Pod
❑ Stone pad size large enough for pod to set on 1'I I)'
❑ 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?
N ❑ Is the return line sized according to manufacturer's recommendations?
r ❑ Is return line watertight?
❑ Pod lid secured and cleaned off?
1W
r+
p� Soil Grading Around Pad
n ❑ 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?
(A ❑ Is the area been seeded and straw placed on top of topsoil for stabilization?
fD
n COlrlucn ranC, and EIM;LFIGaI
r+
O� Check all that apply:
n
0 Type of timer: ❑ Analog ❑ Digital
S Elapsed Time Meter: ❑ Yes ❑ No
nCycle Counter: ❑ Yes ❑ No
Panel heater: ❑ Yes ❑ No
(A
e'+
❑ 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

E� 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/ANSI40
NSF/ANSI 245
NSF/ANSI 350
©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,
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.
Table 1 Recommended System & Re -circulation Chamber
Sizes for Residential Applications
2.0 Design
.
,
Number ,
L
Many types of media are
Flow
Septic
Tank
I Model 600 Model 1200
used in packed bed filters.
300
750
300
1 1
Washed, graded sand
400
750
400
1 1
was the most common.
500
900
500
1 1
Other granular media
600
900
600
1 1
used include crushed
700
1000
700
1 1
glass, garnet, anthracite,
800
1000
800
2 1
plastic, expanded clay,
900
1500
900
2 1
expanded shale, open -cell
1000
1500
1000
2 1
foam, extruded poly-
1100
1500
1100
2 1
styrene, and bottom ash
1200
2000
1200
2 1
from coal-fired power
1300
2000
1300
2 1
plants.
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 Forseasonal 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 BOD5 loading should
decrease with decreasing effective size
of the sand.
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2.1
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 BOD5 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.
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Table 2
NSF Testing Performance Summary
BOD5
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
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 lb BOD. Model 1200
can be continuously loaded at 1400 GPD and
4Ib 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
3
1`
41
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the pod. Thefloat by-passvalve 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
2
3
4
5
Model 600 Pod
STEP-20 Re -circulation Pump, 1/2 HP �—
Float By -Pass Valve
Control Panel
Septic Tank Effluent Filter (supplied by others)
Please Note: pump is
changed to Franklin Electric E-
Series or approved equal,
consult E-Z Treat for operating
conditions.
©2017 E-Z Treat

STEP-20 Re -circulation Pump Please Note: pump is changed
to Franklin or approved equal,
consult E-Z Treat for operating
conditions.
Table 3 Pump Specifications
lDescription
Shell Stainless steel
Discharge 10, 20 and 30 GPM models: fiberglass -reinforced thermoplastic; 50 GPM models: stainless steel
Discharge Bearing Nylatron®
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
Delrin° 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
Capacity Liters per Minute
0 25 50 75 100
300
— 80
250
200 — 60
U
CO
150
_ — 40 a
100
\\-20
50
0 10 20 30
Capacity Gallons per Minute
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©2017 E-Z Treat

2.6 Spray Manifold SysteiE6
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
1' Wt VALV
Model 1200
The E-Z Treat Re -circulating Synthetic Filter
system employs a manufactured synthetic
media which is encapsulated in a mattress
like container. The mattress is fabricated from
a non -biodegradable; chemically resistant,
loose weave polypropylene material with a
weave pattern at 90 degree intersections
creating 0.078 square openings allowing
effluent and 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.
Call: 703.753.4770 or visit: eztreat.net
BALL VALVE
AI
31.00 j
91 .� PRAY NOUIE
"-ffl �lI 111J1�,(fIFFf 7..�••� �r -JT-
J!
tit P
,„
""..-.. I I I...1:.l.Lil .... J. J.....- - -.
Polypropylene Mattress Material
Styrene Media
©2017 E-Z Treat

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.
Call: 703.753.4770 or visit: eztreat.net
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

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.
Call: 703.753.4770 or visit: eztreat.net
------------------------------ i_
Model 600 Pod
Float Ball
-_0
fill
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.
T-� A--C:vay• JtKa
we I Of trill ra. VV K 111 in th I r"
the;:m lc
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.
Call: 703.753.4770 or visit: eztreat.net
Please Note: pump is changed to Franklin Electric E-
Series Electric E-Series or approved equal, consult E-
Z Treat for operating conditions. Additionally the
siphon hole is no longer implemented. Reference
construction drawings.
Float Settings
60% 1
Liquid Level
Wide Angle
Float
J
Low Level
Alarm Float
4" above pump inlet
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.
Inspect the outlet effluent filter installation
to insure it is installed in accordance with
the effluent filter manufacturer's specifi-
cations.
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 water tight 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.
Call: 703.753.4770 or visit: eztreat.net
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 WaterAlarm "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

Control Panel/Pumps/Alarms
I. 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
Note: 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
©2017 E-Z Treat 16

v
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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
unuent, ,g
Daily Flow
1,500
Influent BOD loading
1900 mg/I
Influent BOD mass load
24 Ibs/day
BOD mass Toad per pod
12 Ibs/day
Table 7 Commercial Test Results (sample restaurant)
7/16/2009
8/13/2009
9/17/2009
10/27/2009
11 /19/2009
12/17/2009
AVG
2100
25
98.8
2670
33
98.8
2050
50
97.6
3640
32
99.1
2080
27
98.7
2550
39
98.5
2030
21
99.0
1670
32
98.1
2050
58
97.2
1100
75
93.2
2050
32
98.4
4080
58
98.6
1050
14
98.7
385
58
84.9
1916
32
98%
2299
47
96%
Influent sample location First septic tank outlet
Effluent sample location E-Z Treat outfall
Note: System repairs completed by 7/9/2009
Call: 703.753.4770 or visit: eztreat.net
©2017 E-Z Treat 24

,_,4"RISER PIPE
TO GRADE
4" OUTLET �4" INLET
NON -CORROSIVE
REFLECTIVE & PROTECTIVE
SLEEVE---_-
M
UV LAMPUV LAMP
4" WELL CAP
17.00
lk.-E5&O,I-ECRYI�SPECIF�:
Nnut ,I
PATENT ^ US 7,ii0,7�Z SZ
OY, MKMRARENNCHES
DRAM~
fOIERA
RRaCTIOru
- T_E:
ANGW1R. wCHI bTbt
ENG APPk.
"WEE "°"
UV-102 DAUL LAMP
C" 1
Nf®8lGEOMf1RIC
CIA
P1M1114M'IIHR CCNf�BRYII
rtrt
CY1NlNLN15:
"`'
AIR
FLOW RATE
`IeE DWG. NO. R=V
R PRPNIIFCFlIRNG �A R
10 GALLONS
RP AUNNFAtTWf1G5 R`� �`"s'Y
A MINUTE
,�
RROHIBP®. APPW%TN
oorrn scr.u: oruvnN�
S CALE: 12[7 WEIGHT- SHEEPIOF1
5 T 4
3
2

MINI - C L I IC Sensor: Rain
This sensor halts scheduled irrigation when it detects a preset level of rain
has fallen to stop water waste.
KEY BENEFITS
• Shuts off sprinkler system automatically when it rains=•
• Adjustable from''/s" to 3/4" of rainfall
• Debris tolerant for reliable operation a'
• Mountable to gutters using (P/N SGM)
• Stainless steel guard with Mini-Clik sensor for commercial applications
(P/N SG -MC)
• Compatible with most irrigation controllers
MINI-CLIK SG -MC
OPERATING SPECIFICATIONS Height:2" Stainless steel sensor guard
Length: 6" enclosure for Mini-Clik
• Switch rating (24 VAC): 5 A
(includes Mini-Clik)
• Includes 25of 20 AWG sheathed, two -conductor, UL-approved wire Height: Sv2"
• Approvals: UL, cUL, FCC, CIE, RCM Length:3" ■
Width: 4"
• Warranty period: 5 years
� V'f
f _ : 4&
O
V9
■ Z
MINI-CLIK SGM LV
Optional gutter mount N
Model Description Height: %2"
MINI-CLIK Wired rain sensor Length:3"
MINI-CLIK-NO Wired rain sensor with normally open
switch
SG -MC Stainless steel sensor guard with Mini-Clik
sensor
SGM Optional gutter mount
MINI-CLIK INSTALLATION
Visit hunterindustries.com RESIDENTIAL& COMMERCIAL IRRIGATION Built on Innovation' 135

E� TREAT
Re -Circulating Synthetic Filter
uv
Installation and
Maintenance
Guide
Note: Installation Only
Maintenance is in O&M Section
NSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI40
NSF/ANSI 245
NSF/ANSI 350
©2017 E-Z Treat 2-2017

TABLE OF CONTENTS
1.0 UV Light System Installation
2.0 UV Light System Maintenance
Appendix 1: E-Z Treat UV System Configurations 3
Appendix 2: NSF Test Data
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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.
E-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
BOD5
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
©2017 E-Z Treat

Appendix 1 E-Z Treat UV System Configurations
4" RISER P
TO GRADE--
4"RISER PIPE
TO GRADE
Model 101
Single Lamp
4" OUTLET,,4" INLET
:!�
L
NON -CORROSIVE 4" WELL CAP
REFLECTIVE & PROTECTIVE
SLEEVE--------.
o\�
M Model 102
17.00
Dual Lamp
UV LAMP/ —\UV LAMP
iy
4"RISER
TO DE
'Ly ;L
34.00
c
4" WELL CAP \
Model 404
Two Dual Lamps in Series
UV LAMP
Call: 703.753.4770 or visit: eztreat.net
©2017 E-Z Treat 3

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Appendix 2 NSF Test Data
Table 2
NSF Testing Pathogen Performance Testing
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
11/6/13
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 /18/13
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
12/2/13
461,000
< 1.0
12/4/13
1,300,000
< 1.0
12/11/13
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
12/27/13
517,000
< 1.0
12/30/13
387,000
< 1.0
1/1/14
260,000
< 1.0
1/3/14
1,200,000
< 1.0
1/6/14
127,000
< 1.0
1/8/14
387,000
< 1.0
1/10/14
156,000
< 1.0
1/13/14
345,000
1.0
1/15/14
210,000
2.0
1/17/14
102,000
< 1.0
1/20/14
62,700
< 1.0
1/22/14
158,000
< 1.0
1 /24/14
81,600
< 1.0
1 /27/14
161,000
< 1.0
1/29/14
326,000
< 1.0
1 /31 /14
866,000
< 1.0
2/3/14
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
ENEWIM
;ii[TiSilf�
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

APPENDICES
Product Specifications
'Product specifications and other technical information throughout provided by Geoflow, Inc. (except
for controllers).

FPA
s
67
EMSERIES
EFFLUENT PUMPS i
Ideal for filtered effluent service, aeration, and ornamental fountains and
waterfalls, equipped with the power, performance, and reliability you
expect from Franklin Electric E-Series Electric.
0
h.
franklinwater.com

E-SERIES EFFLUENT PUMPS
FEATURES
■ Ideal for effluent pumping applications
■ Stainless steel or thermoplastic discharge and motor bracket are tough and
non -corrosive. Both materials are highly resistant to damage by minerals,
metals, and other substances typically found in water
■ Heavy-duty, 300 V,10' SJ00W motor leads
■ Designed to provide years of reliable service:
■ 10 and 20 gpm units are equipped with a highly -engineered shaft bearing with built in
dry -run protection
■ High -flow 35 to 90 gpm units are built with a proven and durable ceramic sleeve bearing
■ Water flow path through the discharge of the pump is designed to pass particulate to allow for efficient
and continuous operation
■ Proven hydraulic staging allows close tolerances and increased performance
■ Carbon phenolic upthrust washer prevents excessive wear in severe applications
■ Removable built-in check valve on 10-20 gpm pumps. No built-in check valves
on high capacity pumps
■ Powered by a Franklin Electric submersible motor
THERMOPLASTIC ORDERING OR
Single -Phase
GPM HP Volt I Wire Model d• ,
10
1/2
115
2
lOFE05P4-2W115 94741005
1/2
230
2
10FE05P4-2W23o 94741010
3/4
230
2
10FE07P4-2W230 94741015
1
230
2
10FE1P4-2W23o 94741020
1.5
230
2
10FE15P4-2W230 94741025
20
1/2
115
2
20FE05P4-2W115 94742005
1/2
230
2
20FE05P4-2W230 94742010
3/4
230
2
20FE07P4-2W230 94742015
1
230
2
20FE1P4-2W230 94742020
1.5
230
2
20FE15P4-2W23O 94742025
STAINLESS STEEL ORDERING OR
1/2 - 1.5 HP Single -Phase Units (2-Wire)
1/2
1/2
735 3/4
1
1.5
2
115
35HE05S4-2W115
93933505
2
230
35HE05S4-2W230
93933510
3
230
35HEO7S4-2W230
93933515
5
230
35HE1S4-2W230
93933520
7
230
35HE15S4-2W230
93933525
45
1/2
2
115
45HE05S4-2W115
93934505
1/2
2
230
45HE05S4-2W230
93934510
3/4
3
230
45HE07S4-2W230
93934515
1
4
230
45HE1S4-2W230
93934520
1.5
5
230
45HE15S4-2W230
93934525
60
1/2
2
115
60HE05S4-2W115
93936005
1/2
2
230
60HE05S4-2W230
93936010
3/4
3
230
60HE07S4-2W230
93936015
1
4
230
60HE1S4-2W230
93936020
1.5
5
230
60HE15S4-2W230
dh 93936025
90
1.5
4
230
90HE15S4-2W230
93939025
DOTES Discharge is1"NPT with no built in check valve; maximum diameteracross cable guard is 3.90"on
all models
THERMOPLASTIC
Pump .
1/2 6
lOFE05P4 PE
94751005
1 3/4
1
1.5
8
lOFE07P4 PE
94751010
11
IOFE1P4-PE
94751015
15
10FE15P4-PE
94751020
1/2
4
20FEO5P4-PE
94752005
3/4
5
20FE07P4-PE
94752010
1
7
20FE1P4-PE
94752015
1.5
10
20FE15P4-PE
94752020
2
12
20FE2P4-PE
94752025
NOTES.: Discharge is 1-1/4"NPT; maximum diameter across cable guard is 3.90"on all models
Capacity
StagesGPM HP odOrder
35
1/2 2
35HE05S4-PE
93923502
3/4
3
35HE07S4-PE
93923503
1
5
35HE1S4-PE
93923505
1.5
7
35HE15S4-PE
93923507
2
9
35HE2S4-PE
93923509
3
12
35HE3S4-PE
93923512
45
1/2
2
45HE05S4-PE
93924502
3/4
3
45HE07S4-PE
93924503
1
4
45HE1S4-PE
93924504
1.5
5
45HE15S4-PE
93924505
2
7
45HE2S4-PE
93924507
3
10
45HE3S4-PE
93924510
60
1/2
2
60HEO5S4-PE
93926002
3/4
3
60HE07S4-PE
93926003
1
4
60HE1S4-PE
93926004
1.5
5
60HE15S4-PE
93926005
2
7
60HE2S4-PE
93926007
3
10
60HE3S4-PE
93666010
90
1.5
4
90HE15S4-PE
93929004
2
6
9oHE2S4-PE
93929006
3
8
1 90HE3S4-PE
93929008

E-SERIES EFFLUENT PUMPS
10 GPM PUMP OPERATING RANGF
METERS FEET REST EFFICIENCY RANGF
200 - 650I
,SO - 6001 _ ---- — �-
160 - OOI
140 - 450� IUP
I _ I
120 - 4001 \- I
0 �\100 - 300H�
SO - 2101
N - 200�
40 - \
10u00 �LL
20 - S0 \ 1GPM
I I
0 - 00 2 4 S 10 12 14 16 GPM
0 OS 1 0 15 20 25 30 35 M/H
35 GPM PUMP OPERATING RANGF
MNFRS IFN BFSI WICIFNCY RANGF
3
120- 400 P
350
100 - I \
300 P —
250 1.SHP
60 - 200
150
40 I 3/4 HP \ \ \
1/t 20 - HP 25 GPM
50
t�
0 0 0 f0 {, __0 1- 30 35 �0 45 50 55 GPM
0 2 4 6 S 10 12 M/H
60 GPM PUMP OPERATING RANGF
METERS FEET REST EFFICIENCY RANGF
9U - 300 I \
2751
ao- uHl ��� I
225
60 - 200 1 �.
175
50 - 150 I _
40- 125
30 - ,UU I SNP
I 3/ NP
NI
20 -
50
10
D 5 GPM
0 0 0 10 20 30 40 50 60 70 SO 90 GPM
0 2 4 6 S 10 12 14 16 19 20 M/H
FPS
20 GPM PUMP OPFRATIING RANGF
METERS FFFT BFST EFFICIENCY RANGF
140 - 450 IHP, 111
120 - 400 �
L LS H' \
100 - `\
300
80- 250I IHP
60 - 200 3/4 H' _
0
40 -
100
20 -
SO
0 - 0 0 5 10 15 20
00 10 20 30 40 50
25 30
60 70
'PM
o
GPM
M'/H
45 GPM PUMP OPERATING RANGF
METERS IFN REST EFFICIENCY RANGF — I
120 -
"0 - 350
100 -
3 HP
90 - 300 � �� �
SO - 250
70- 2UP
60- 200
50- 150 1.5 HP
40- iHP
30- ,00 3/4UP
20- IAHP —= 5GPM
0 —�
10- _
0 0 0 10 �0 30 40 SO 60 70 GPM
0 2 4 6 S 10 12 14 16 M/H
90 GPM PUMP OPERATING RANGF
METERS FEET BEST EFFICIENCY RANGF ------ I
220 l
60 - 200
,ao I
f�' ___ I=
50 ,60 \
1401 \\IN\
40 -
,2U
30 - I � A
Mo
20 - 60�..-
I \ �
10- 400 OGPM
�o
I I
H- 0l C
0 �0 40 o SO Il0 120 GPM
0 2 4 6 S 10 12 14 16 19 20 22 24 26 28 30 M/H

E-SERIES EFFLUENT PUMPS
Thermoplastic
PMA
A
6
12.97
9.51
22.48
7 25
10 3/4 8
14.69
10.64
25.33
8 29
11
17.44
11.73
29.17
33
1.5 15
21.06
15.10
36.16
10 41
6
12.97
9.51
22.48
7 25
®'
3 4 5
13.65
10.64
24.29
6 28
_
1.5 10
19.77
19.77
11.73
15.10
34.87
34.87
8 32
8 39
Pump end only,, PMA = Pump and motor assembly, maximum diameter with cable guard is 5..90'
B
i
1/2
1/2
2
9.1 9.5
9.1 9.5
18.6
18.6
6
6
-
24
24
Stainless Steel
2
3/4
35 1
10.3 10.7
12.9 11.7
21.0
24.6
7
8
28
32
5
1.5
15.4 15.1
30.5
9
38
2
9
17.1 15.1
32.2
11
44
3
20.9 19.0
40.0
12
53
1/2
1/2
2
9.9 9.5
9.9 9.5
19.4
19.4
9
9
27
27
A
3/4
3
14.3 10.6
24.9
10
32
45 1
16.5 11.7
28.2
11
35
5
1.5
18.8 15.1
17.6 15.1
33.9
32.7
14
10
43
43
3
10
22.9 19.0
9.9 9.5
41.8
19.4
11
10
52
28
1/2
2
9.9 9.5
19.4
10
1
28
60 1
3
12.1 10.6
14.3 11.7
22.7
26.0
11
12
32
35
B
4
1.5
5
16.5 15.1
31.6
13
44
2
7
23.5 15.1
38.6
11
44
3
0
333 19.0
52.3
13
54
r�
1.5
4
17.3 15.1
32.4
14
43
90
1 8
3
31.4 19.0
50.4
13
54
NOTES: PE= Pump no only,'PMA = Pump
and motor assembly,'Maximum
diameter with cable guard is5..90"
Franklin Electric
franklinwater.com
MF2140 08-21

wal
Drip Tubing
Why Choose Waterhuwr•Rv:
■ 16mm diameter tubing with PC or Classic emitter
■ Patented nano-Rootguard° band PROtects against root intrusion
■ Patented Geoshield° antimicrobial lining prevents biof Im build-up inside tubing
■ Constant performance in all climates
■ Optimal for use on severe slopes and long runs
■ Provides maximum water distribution uniformity in tough topographical areas
■ High quality resins assure durable performance and long life
■ Warranty against defects in materials or workmanship
■ Emitter spacing available in 12" or 24"
Ordering Information
Emitter type I Classic PC PC PC PC
Emitter spacing, in I 24 12 12 24 24
Emitter flow rate, nominal GPH 11.3 @ 20 psi 0.6 0.9 0.6 0.9
Coil length, ft 500 500 500 500 500
Prevents root intrusion
Yes
Antimicrobial lining I
Yes
Tubing diameter, nominal I
16 mm
Wall thickness, nominal I
1.10 mm
Emitter style I
Cylindrical
Pressure, min I
7 psi
Pressure, max I
60 psi
Pressure range, optimal I
20 to 50 psi
Tubing warranty I
20 years
Rootguard warranty
10 years
ie`
Geoshield Lining
�.Lyyy�.� Nano-Rootguard Band
Classic Emitter
PC Emitter
800.828.3388 geoflow.com
Geofl%Apw
WaterflowPRO

Wa ' ' •
■
■
o.o
I]•'�' � ©Anua 6-2023
Maximum length of a lateral flushing at 2 fps
1.48 gpm per lateral required to achieve 2 fps
.. ..
..
..
PSI 0.6 GPH 0.9 GPH
0.6 GPH
0.9 GPH
10 32' 30'
54'
52'
20 98' 84'
170'
170'
30 141' 118'
248'
248'
40 176' 144'
310'
312'
50 205' 166'
364'
364'
60 230' 183'
410'
410'
Maximum length of a lateral flushing at
1.5 fps
1.11 gpm per lateral required to achieve 1.5 fps
SpacingInlet Pressure I PC Emitter Flow Rate, 12"
PSI 0.6 GPH 0.9 GPH
0.6 GPH
Spacing
0.9 GPH
10 47' 42'
80'
72'
20 125' 103'
220'
182'
30 172' 139'
306'
250'
40 208' 166'
374'
300'
50 238' 188'
430'
342'
60 264' 208'
478'
378'
Maximum length of a lateral flushing at 1 fps
0.74 gpm per lateral required to achieve 1 fps
PSI
0.6 GPH
0.9 GPH
0.6 GPH
0.9 GPH
10
70'
59'
122'
102'
20
157'
125'
280'
226'
30
207'
162'
374'
294'
40
244'
190'
444'
346'
50
275'
212'
502'
388'
60
302'
232'
552'
426'
Maximum length of a lateral flushing at
0.5 fps
0.37 gpm per lateral required to achieve 0.5 fps
Pressure
PSI
PC Emitter Flow Rate,
0.6 GPH
12"
SpacingInlet
0.9 GPH
0.6 GPH
Spacing
0.9 GPH
10
102'
81'
182'
144'
20
193'
149'
352'
272'
30
244'
186'
448'
344'
40
283'
214'
520'
396'
50
315'
237'
580'
438'
60
342'
257'
630'
476'
800.828.3388 geoflow.com
Geofl%Apw
WaterflowPRO

Badger Meter
Recordall° Disc Meters
Lead -Free Bronze Alloy, Sizes 5/8", 5/8" x 3/4", 3/4" & 1"
NSF/ANSI Standards 61 and 372 Certified
Model I-P-5/8", 5/8" x 3/4" Model 25-5/8" 5/8" x 3/4"
/00 14 r 1
Model 55-1"
� J
DESCRIPTION
The Recordall Disc Series meters meet or exceed the most recent revision
of AWWA Standard C700 and are available in a lead-free bronze alloy. The
meters comply with the lead-free provisions of the Safe Drinking Water Act,
are certified to NSF/ANSI Standards 61 and 372 (Trade Designations: MLP LL,
M25-LL, M35-LL, M55-LL, M70-LL) and carry the NSF-61 mark on the housing.
All components of the lead-free bronze alloy meter (housing, measuring
element, seals, and so on) comprise the certified system.
Applications: For use in measurement of potable cold water in residential,
commercial and industrial services where flow is in one direction only.
Operation: Water flows through the meter's strainer and into the measuring
chamber where it causes the disc to nutate. The disc, which moves freely,
nutates on its own ball, guided by a thrust roller. A drive magnet transmits
the motion of the disc to a follower magnet located within the permanently
sealed register.The follower magnet is connected to the register gear train.
The gear train reduces the disc nutations into volume totalization units
displayed on the register or encoder face.
Operating Performance: The Recordall Disc Series meters meet or exceed
registration accuracy for the low flow rates (95%), normal operating flow
rates (100 ± 1.5%), and maximum continuous operation flow rates as
specifically stated in AWWA Standard C700.
Construction: Recordall Disc meter construction, which complies with
ANSI/AWWA standard C700, consists of three basic components: meter
housing, measuring chamber and permanently sealed register or
The meter is available in a lead-free bronze alloy with externally -threaded
spuds. A corrosion -resistant engineered polymer material is used for the
measuring chamber.
encoder.
Magnetic Drive: Direct magnetic drive, through the use of high -strength
magnets, provides positive, reliable and dependable register coupling for
straight -reading or AMR/AMI meter reading options.
Tamper -Proof Features: Unauthorized removal of the register or encoder
is inhibited bythe option of a tamper detection seal wire screw,TORX®
tamper -resistant seal screw or the proprietary tamper -resistant keyed seal
screw. Each can be installed at the meter site or at the factory.
Model 35-3/4"
7-
Model 70-1"
J
Maintenance: Badger Meter Recordall Disc Series meters are designed and
manufactured to provide long-term service with minimal maintenance.
When maintenance is required, it can be performed easily either at the meter
installation or at any other convenient location.
To simplify maintenance, the register, measuring chamber, and strainer can
be replaced without removing the meter housing from the installation. No
change gears are required for accuracy calibration. Interchangeability of
parts among like sized meters and meter models also minimizes spare parts
inventory investment. The built-in strainer has an effective straining area of
twice the inlet size.
Connections: Tailpieces/Unions for installations of meters on various pipe
types and sizes, including misaligned pipes, are available as an option.
Meter Spud and Connection Sizes
ing
Tailpiece
Model
Size
x Laying
B
Nutend
Pipe
Designation
Length
Bore Dia.
Spud Thread
Thread
(NPT)
5/8"
x 7-112"
5/8"
3/4" (5/8")
1/2"
LP
5/8" x 3/4"
x 7-1 /2"
5/8", 3/4"
1 " (3/4")
3/4"
5/8"
x 7-1/2"
5/8"
3/4" (5/8")
1/2"
25
RDM-DS-00464-EN-03 AWWA (October 2015)
Product Data Sheet

Recordall ° Disc Meters, Lead -Free Bronze Alloy, Sizes 5/8','5/8"x 3/4','3/4"& I"
SPECIFICATIONS
Typical Operating
Range
(100%± 1.5%)
Low Flow
Maximum
Continuous
Operation
Pressure Loss
at Maximum
Continuous
Operation
Maximum
Operating
Temperature
Maximum
Operating
Pressure
Measuring
Element
Meter
Connections
MATERIALS
Meter Housing
Model LP
Model 25
Model 35
Model 55
Model 70
(5/8" & 5/8" x 3/4")
(5/8" & 5/8" x 3/4")
(3/4")
(11
(11
0.5...20 gpm
0.5...25 gpm
0.75...35 gpm
1 ...55 gpm
1.25...70 gpm
(0.11 ...4.5 m3/hr)
(0.11 ...5.7 m3/hr)
(0.17...7.9 m3/hr)
(0.23 ... 12.5 m3/hr)
(0.28...16 m3/hr)
0.25 gpm
0.25 gpm
0.375 gpm
0.5 gpm
0.75 gpm
(0.057 m3/hr)
(0.057 m3/hr)
(0.085 m3/hr)
(0.11 m3/hr)
(0.17 m3/hr)
Min.95%
Min.98.5%
Min.97%
Min.95%
Min.95%
10 gpm
15 gpm
25 gpm
40 gpm
50 gpm
(2.3 m3/hr)
(3.4 m3/hr)
(5.7 m3/hr)
(9.1 m3/hr)
(11.3 m3/hr)
5/8" size:
5/8" size:
2 psi @ 10 gpm
3.5 psi @ 15 gpm
(0.14 bar @ 2.3 m3/hr)
(0.24 bar @ 3.4 m3/hr)
5 psi @ 25 gpm
3.4 psi @ 40 gpm
6.5 psi @ 50 gpm
5/8" x 3/4" size:
5/8" x 3/4" size:
(0.37 bar @ 5.7 m3/hr)
(0.23 bar @ 9.1 m3/hr)
WAS bar @ 11.3 m3/hr)
1.5 psi @ 10 gpm
2.8 psi @ 15 gpm
(0.10 bar @ 2.3 m3/hr)
(0.19 bar @ 3.4 m3/hr)
80' F (26° C)
150 psi (10 bar)
Nutating disc, positive displacement
Available in NL bronze and engineered polymer to fit spud thread bore diameter sizes:
5/8" size:
5/8" or 5/8" QN 15 mm) 3/4" ON 20 mm) V ON 25 mm)
3/4" ON 15 mm) 5/8" x 3/4" size:
3/4" ON 15 mm)
Housing Bottom Plates
Measuring Chamber
Disc
Trim
Strainer
Disc Spindle
Magnet
Magnet Spindle
Register Lid and Shroud
Model LP Model 25
(5/8" & 5/8" x 3/4") (5/8" & 5/8" x 3/4")
Lead-free bronze alloy, cast iron,
engineered polymer
Engineered polymer Stainless steel
Ceramic Ceramic
Engineered polymer Stainless steel
Model35
Model55
(3/4")
(1")
Lead-free bronze alloy
Cast iron, lead-free bronze alloy
Engineered polymer
Engineered polymer
Stainless steel
Engineered polymer
Stainless steel
Engineered polymer
Ceramic
Polymer bonded
Stainless steel
Engineered polymer
Engineered polymer, bronze
V ON 25 mm)
Model 70
(111)
Stainless steel
Ceramic
Stainless steel
Page 2 RDM-DS-00464-EN-03 AWWA October 2015

Product Data Sheet
DIMENSIONS
I '
I
- i
C
V
< A
Meter Size Model A B C Width Approx. Shipping
Laying Length Height Reg. Centerline Base Weight
5/8"and 5/8"x 3/4"(15 mm) LP 7-1/2" (190 mm) 3.70" (94 mm) 1.26" (32 mm) 3.75" (95 mm) 3 lb (1.4 kg)
5/8" (15 mm) 25 7-1/2" (190 mm) 4-15/16" (125 mm) 1-11/16" (42 mm) 4-1/4" (108 mm) 4-1/2 lb (2 kg)
5/8" x 3/4" (15 mm) 7-1/2" (190 mm) 4-15/16" (125 mm) 1-11/16" (42 mm) 4-1/4" (108 mm) 4-1/2 lb (2 kg)
3/4" (20 mm) 7-1/2" (190 mm) 5-1/4" (133 mm) 1-5/8" (41 mm) 5" (127 mm) 5-1/2 lb (2.5 kg)
3/4" (20 mm) 35 9" (229 mm) 5-1/4" (133 mm) 1-5/8" (41 mm) 5" (127 mm) 5-3/4 lb (2.6 kg)
3/4" x 1" (20 mm) 9" (229 mm) 5-1/4" (133 mm) 1-5/8" (41 mm) 5" (127 mm) 6 Ib (2.7 kg)
1" (25 mm) 55 10-3/4" (273 mm) 6" (152 mm) 2-1/32" (52 mm) 6-1/4" (159 mm) 8-3/4 lb (3.9 kg)
1" (25 mm) 70 10-3/4" (273 mm) 6-1/2" (165 mm) 2-5/16" (59 mm) 7-3/4" (197 mm) 11-1 /2 lb (5.2 kg)
REGISTERS / ENCODERS
Standard —Sweep -Hand Registration
The standard register is a straight -reading, permanently sealed magnetic drive register. Dirt, moisture, tampering and lens fogging problems are eliminated.
The register has a six -odometer wheel totalization display, 360° test circle with center sweep hand, and flow finder to detect leaks. Register gearing is made of
self-lubricating engineered polymer, which minimizes friction and provides long life. The multi -position register simplifies meter installation and reading.The
register capacity is 10,000,000 gallons (1,000,000 ft3,100,000 ml).
A Model 25 register is used in the following example:
�,„I i I I I,,,iii
0
,,, i, i i I i i, i,,,,
0 ,
,,", IIII „ i,,,,
0
Model
Gallon
Cubic
Cubic
9 �� t
RecordalP
�8 r
9 25 t
Recordalr
2�
a� �� aa, ;
Recordalr
�ooe om�
LP
10
Feet
1
Meter
0.1
O _-""
o-�®o
=
25 (5/8")
10
1
0.1/0.01
_®o
;7 Gallons 3�
.
Cubic Feet 3,
,0,o7 y. m3 0,03
�
25 (5/8" x 3/4")
10
1
0.1/0.01
I0NQ111 �10 I I 1
o h010,10' 0 � �
,
p° Di 6 4l o
pi'
35
10
1
0.1
6 4
/� 5 ��
.6 .4
��� s ��
; q06 q0a ;'
/� qos �\
55
10
1
0.1
70
10
1
0.1
Optional —Encoders for AMR/AMI Reading Solutions
AMR/AMI solutions are available for all Recordall Disc Series meters. All reading options can be removed from the meter without disrupting water service.
Badger Meter encoders provide years of reliable, accurate readings for a variety of applications and are also available pre -wired to Badger Meter approved
AMR/AMI solutions. See details at www.badgermeter.com.
October 2015 RDM-DS-00464-EN-03 AWWA Page 3

Recordall ° Disc Meters, Lead -Free Bronze Alloy, Sizes 5/8','5/8"x 3/4','3/4"& I"
PRESSURE LOSS CHARTS
Rate of Flow in Gallons per Minute
27
20
0 17
2 vi
0 10
v
a
7
0
1
25
I
I
I
20
I
I
I
0 15
0 '
U�
d 10
v I
a
5
I
I
I
0
1
25
2(
00
v
d 10
� I
a
0
2
Model LP 5/8"
4 6 8 10 20
Model LP 5/8" x 3/4"
4 6 8 10 20
i
Model 25 5/8"
10
2 4 6 8 20
40 6D 80 100
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
40 60 80 100
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
100
40 60 80 .
Page 4 RDM-DS-00464-EN-03 AWWA October 2015

Product Data Sheet
PRESSURE LOSS CHARTS (CONTINUED)
Rate of Flow in Gallons per Minute
1
25
I
I
I
2t
I
I
I
v� 15
J U�
v a
a
v I
0-
01
1
25
20
01
1
25
I
I
I
20
I
� I
� I
_ 15
N d I
N I
v 10
a
I
I
I
5
I
I
OI
Model 25 5/8" x 3/4"
2 4 6 8 10 20
Model 35 3/4"
1 0
2 4 6 8 20
Model 55 1 "
10
2 4 6 8 20
40 60 80100
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
100
40 60 80 .
100
40 60 80
October 2015 RDM-DS-00464-EN-03 AWWA Page 5

Recordall ° Disc Meters, Lead -Free Bronze Alloy, Sizes 5/8','5/8"x 3/4','3/4"& I"
PRESSURE LOSS CHARTS (CONTINUED)
Rate of Flow in Gallons per Minute
Model 70 1"
1 10 100
2 4 6 8 20 40 60 80
25 II
I
I I
I I
20
I
0
15
v
dI I
v 10 /
d I I
I
I I
5
I �
I ' I
0
ACCURACY CHARTS
Model LP 5/8"
1 .2 .6 .8 1.0 2 t 6 8 10 100
20 4) 6) 8)
1f� I
I I
I I
iy I I
v � I
Q N
C +I
N
i 0
v
I
v � I
Q I I
� I
C 0) 10
�J
I
I I
1;
Model LP 5/8" x 3/4"
1 .2 .6 .8 1.0 2 6 8 10 100
20 4) 6) 8)
1f� I
I I
I I
iy I I
v � I
X0)
ON
C +I
v
i 0
a
- I I
� I I
I
�I I
Q I I
NA
� I
C 0) 10
�J
I
I I
1;
Page 6 RDM-DS-00464-EN-03 AWWA October 2015

Product Data Sheet
ACCURACY CHARTS (CONTINUED)
Model 25 5/8"
.1 1.0 10 100
2 .4 .5 .3 2 4 5 8 20 40 60
1C
I
Ly I
� � I
>� 5
00
� +
V
U
>,
- I
� I
U 51
V
Q
L Ul I
1C
I
15
Model 25 5/8" x 3/4"
.1 1.0 10 100
.2 .4 S .3 2 4 i 8 20 40 60
10
I
I I
LY
>'& 5
0 qj I I
v+
v I I
a
Qj C �- - -
� I I
� I
5I
Q I I
Qj
�� I I
c& 10
�qj I I
I
I I
1;
Model 35 3/4"
1 10 .2 .6 .f' 1.0 2 4 5 3 20 10 60 QD00
10
I
I I
I I
I I
I
LN I
N �p +
00) --_
0 �-
T I i
� I I
Q I
I I
Ny I I
a� 10
I
� I I
I
I I
1F
October 2015 RDM-DS-00464-EN-03 AWWA Page 7

Recordoll ° Disc Meters, Lead -Free Bronze Alloy, Sizes 5/8'; 5/811x 3/4'; 3/4"& I"
ACCURACY CHARTS (CONTINUED)
1
10
LU 5
N>
)•� +
U 0 Ul
a 0
V
r0
7
V
Q
Uly
C510
(Y
Making Water Visible°
Model 55 1"
1.0 10
F 8 29
i
Model 70 1"
1.0
.2 .4 .6 .8 2
i
100
49 60 29 1
I
I
I
I
I
I
I
I
I
4 6 8 10 20 4) 63 80 00
I
I
I
I
I
I
_ _ I
MAKING WATER VISIBLE and RECORDALL are registered trademarks of Badger Meter, Inc. Other trademarks appearing in this document are the property oftheir respective entities.
Due to continuous research, product improvements and enhancements, Badger Meter reserves the right to change product or system specifications without notice, except to the
extent an outstanding contractual obligation exists. © 2015 Badger Meter, Inc. All rights reserved.
www.badgermeter.com
The Americas I Badger Meter 14545 West Brown Deer Rd I PO Box 245036 1 Milwaukee, WI 53224-9536 1 800-876-3837 1 414-355-0400
Mexico I Badger Meter de las Americas, S.A. de C.V. I Pedro Luis Ogaz6n N°32 I Esq. Angelina N°241 Colonia Guadalupe Inn I CP 01050 1 Mexico, OF I Mexico [phone]
Europe, Middle East and Africa I Badger Meter Europa GmbH I Nurtinger Str 76 172639 Neuffen I Germany I [phone]
Europe, Middle East Branch Office I Badger Meter Europe I PO Box 3414421 Dubai Silicon Oasis, Head Quarter Building, Wing C, Office #C209I Dubai / JAE [phone]
Czech Republic I Badger Meter Czech Republic s.r.o. I Maiikova 2082/26 1 621 00 Brno, Czech Republic I [phone] I
Slovakia I Badger Meter Slovakia s.r.o. I Racianska 109/13 1 831 02 Bratislava, Slovakia 1 [phone]
Asia Pacific I Badger Meter 180 Marine Parade Rd 1 21-06 Parkway Parade I Singapore 449269 1 [phone]
China I Badger Meter 1 7-1202 199 Hangzhong Road I Minhang District I Shanghai I China 2011011 [phone] Legacy Document Numbers: RDM-DS-00062, 63, 64, 65, 66, and 73

WORKSHEET
The following worksheet is available on an Excel spreadsheet. If you would like a copy, please phone
703-408-2916, or email mstidham (o)ersettank.com.
To calculate the area required for your drip dispersal system you must know:
1. The quantity of effluent to be disposed of (in gallons per day), and
2. The soil acceptance rate (i.e. gallons per day per square foot).
WORKSHEET - DISPERSAL FIELD DESIGN FOR SINGLE ZONE SYSTEM
Worksheet I Formula
A) Quantity of effluent to be dispersed per day Based on State regulations, gallons per day,
gpd
(typically GPD/bedroom x number of bedrooms).
B) Hydraulic loading rate
loading rate (gal/day/sq. ft.)
C) Determine the total area required
square ft
Based on soil analysis and State regulations,
(gallons per day per square foot).
Divide gpd by loading rate. (A)/(B)
D) Choose the spacing between each dripline and Standard spacing is 2 ft.
each emitter
i) ft. between driplines
ii) ft. between emitters
E) How many linear feet of dripline in the total (Area / 2 ) for 2ft. line spacing. (C)/2.0 or
area? (Area / 1) for 1 ft. line spacing. (C)/1.0 or
ft. (Area / 0.5) for 6" line spacing. (C)/0.5
F) Calculate the number of emitters
emitters
(Linear ft. of dripline / 2) for 2 ft emitter spacing
(E)/2 or
(Linear ft. of dripline / 1) for 1 ft emitter spacing
(E)/1 or
(Linear ft. of dripline /0.5) for 6" emitter spacing
(E)/0.5
December 2008 Page 9

G) Choose PC or Classic dripline
Classic dripline or
PC dripline
H) Determine dripfield pressure
psi
1) Determine feet of head required at dripfield
ft. of head
J) What is the flow rate per emitter?
gph / emitter
K) Determine total flow for the area
gph
qpm
L) Select pipe diameters for manifolds and sub
mains
inches
M) Select size of Headworks
Headworks
N) Sketch a layout of the driplines in the
dispersal plot to make sure that the maximum
lateral length of each line is not exceeded.
See appendices for dripline specifications.
Standard pressure is 20 psi.
See appendices for dripline specifications.
Multiply pressure above by 2.31 to get head
required.
(H) x 2.31
PC — either 0.53 or 1.029ph
Classic — see flow rates in appendices.
Number of emitters multiplied by the emitter flow
rate at the design pressure.
Gph = (F)x(J)
Gpm = gph/60
Based on total flow from (K) above, in gpm. See
schedule 40 friction loss charts in appendices.
Based on total flow from (K) above, in gpm. See
flow and head loss for each filter in appendices.
See Maximum Length of Run table in appendices.
December 2008 Page 10

VORKSHEET - SELECT PUMP (FOR PURPOSE OF ESTIMATE ONLY!)
Worksheet Formula
O) Minimum pump capacity gpm From (K) above
P) Header pipe size inches From (L) above
Q) Pressure loss in 100 ft. of pipe psi Refer to PVC charts in appendices.
R) Friction head in 100 ft. of pipe ft. of head Multiply psi from (Q) above by 2.31
S) Static head
i) Height from pump to tank outlet. ft. Number of ft.
ii) Elevation increase or decrease ft. Height changes from pump to dripfield.
T) Total static head ft. Add (Si) + (Sii)
U) Friction head
i)
Equivalent length of fittings
ft. Estimate loss through fittings — usually
inconsequential for small systems.
ii)
Distance from pump to field and
ft. Measure length of manifolds
back to tank.
iii)
Total equivalent length of pipe.
ft. Add (Ui) + (Uii)
iv)
Total effective feet.
ft. (Uiii) / 100 x (R)
v)
Head required at dripfield
ft See line (1) in Worksheet above.
vi)
Head loss through filter or
ft See pressure loss for filters in
Headworks
appendices or see pressure loss for
Headworks box in appendices. Multiply
pressure by 2.31 to get head loss.
vii)
Head loss through zone valves
ft See pressure loss charts in appendices.
Multiply pressure loss in psi by 2.31 to
get head loss.
V) Minimum Total friction head ft Add (Uiv) + (Uv) + (Uvi) + (Uvii)
W) Minimum Total Dvnamic Head ft Add (T) + (V)
X) Minimum pump capacity gpm From line item (0) above
NOTE: Some States and Counties
require additional flow for flushing.
Please check your local regulations.
If you need help on flushing design,
see E-Z Set Drip Excel worksheet or
call E-Z Set at 703-408-2916.
December 2008 Page 11

SYSTEM INSTALLATION
INSTALLATION GUIDELINES
Handle your dripline and components with care. Nano-ROOTGUARD® is temperature sensitive. To
assure a long life, store the drip line out of direct sunlight in a cool place. Check and collect all tags from
dripline rolls. Verify the flow rate and model numbers match what is specified on the plan. Keep all tags in
job file for future reference.
a) All dripfield construction shall be done in accordance with Local rules and regulations.
b) Fence/tape off entire dripfield prior to any construction.
c) System is not to be installed when ground is wet or frozen.
d) Divert all downspouts and surface waters away from dripfield and tanks.
e) Excavation, filling and grading should have been finished before installation of the subsurface drip
system.
f) Be sure you have everything required for the installation before opening trenches. Pre -assemble as
many sets of components as practical above ground and in a comfortable place.
g) The soil should be moist but still should allow the proper operation of the installation equipment and
not cause smearing in the trenches. The soil surface should be dry so that the installation equipment
maintains traction.
h) Install a watertight dosing tank according to E-Z Set Drip specifications.
i) Determine the proper size for the supply and return manifolds. (See Worksheet line L.)
j) Install the PVC supply line from the dosing tank. (Please refer to your State guidelines for depth of
burial.)
k) Paint a line or flag between the two remaining corners at the opposite end of field where loops
and/or return trench will be located.
1) Install the dripline from the supply line trench to the painted/flagged line, as specified per
design/local code. Upon reaching the painted line/flags, pull the plow out of the ground and cut the
dripline 1' above the ground. Tape the end of the dripline to prevent debris from entering. Continue
this process until the required footage of pipe is installed. Take care not to get dirt into the lines.
m) Install the supply header with tees lined up at each dripline. Hook up the driplines to the supply
header. (Do not glue the dripline.)
n) Install the pre -assembled Headworks between the field and the pump tank on the supply line.
*Insulate the box in freezing conditions.
o) If using a pressure regulator, install it downstream of the Headworks at the dispersal field, on the
supply line. Although the pressure regulator can be buried directly into the soil, it is preferable to
install it inside a small valve box for easy access with unions on either side. *Insulate the box in
freezing conditions.
p) Install the floats in the dosing tank and wire to the control panel. The control panel should be
programmed to pump no more than the design flow, do not set to match the treatment capacity.
q) Install the pump. Fill the dosing tank with fresh water and turn on the pump. Check for flow out the
ends of all of the driplines. Let the pump run for 5-10 minutes to flush out any dirt. Shut off the pump
and tape the ends of the lines.
r) Dig along the painted/flagged line for loops and/or return manifold. The return line must have slope
back to the treatment tank or septic tank in freezing climates if it is not buried below frost and
protected from freezing. If loops are formed using solid line, they must be elevated slightly above the
dripline to allow for drainage in freezing climates.
December 2008 Page 12

s) Install the return header and connect all of the driplines.
t) Install air vacuum breakers at the highest points in the dispersal field. Use pipe dope or Teflon tape
and hand tighten.
u) Connect the return line back through the Headworks box. Open the field flush valve and turn on the
pump to flush lines, then close the valve and check the field and all piping and connections for leaks.
v) With pump still running, check the pressure at the air vacuum breaker(s). It should be between 10 to
45 PSI. (See the Worksheet line H for design pressure required on supply line.) Check the pressure
in the Headworks. It should be five psi or higher. If using a manual valve for field flushing, crack it
open until design pressure is reached and leave in that position. Turn off the pump.
w) Check the filter for construction debris and clean.
x) Set timers and counters as specified in design, and keep a record of these settings. In addition to
these settings, keep a record of all of the logs in the panel at the time of start up. Record final
pressure readings at startup as well. Date these records for future reference.
Installing Lockslip fittings
a) Hold the fitting in one hand and position the tubing with the other hand.
b) Move the sleeve back, and push the tubing onto the exposed stem as far as possible.
c) Push the sleeve out over the tubing and screw onto tubing, as though tightening a nut to a bolt.
*Hand tighten; do not use tools.
d) Test the connection to make sure the sleeve threads have gripped the tubing tightly.
Valve Installation and Operation
a) Wrap male adapters with Teflon tape and thread the adapters into the valve inlet and outlet just
past hand tight. CAUTION: over tiahtenina may cause damaae to the valve. (Note: arrows
indicate flow direction on valve.)
b) Using watertight electrical fittings, connect the valve common and an individual output wire to the
solenoid leads.
c) Flush the laterals by opening the internal manual bleed lever on the downstream side of the
solenoid. Be certain that flow control handle on top of valve is free spinning (on flow control
models).
d) Close the internal manual bleed after flushing the system
December 2008 Page 13

SUBSURFACE DRIP INSTALLATION METHODS
NOTE: Disturbing the soil may affect the pore structure of the soil and create hydraulic conductivity
problems. Please consult with your soil scientist or professional engineer before making the installation
technique decision.
INSERTION METHOD I ADVANTAGES DISADVANTAGES
a) Hand Trenching* • Handles severe slopes and • Slow.
confined areas. • Labor intensive.
• Uniform depth. • Back fill required.
b) Oscillating or
vibrating plow. (Use
the type that inserts
the dripline directly
in place, not one that
drags the dripline
through the soil.)
c) Trenching
machine: Ground
Hog, Kwik-Trench,
E-Z Trench*
d) Tractor with dripline
insertion tool
• Fast in small to medium
installation.
• Minimal ground disturbance.
• No need to back fill the
trench.
• Faster than hand trenching.
• May use the 1" blade for
most installations.
• Uniform depth.
• Fast.
• Minimal ground disturbance.
• Does not stretch drip line.
• Adaptable to any tractor.
• Depth has to be monitored
closely.
• Cannot be used on steep
slopes.
• Requires practice to set and
operate adequately.
• Slow.
• Back fill required.
• The installation tool is
designed specifically for this
purpose. (Ideally used on
machine with down
pressure.)
December 2008 Page 14

WINTERIZATION
Buried drip systems are not prone to frost damage because vacuum release and drain valves are
provided in their design. The dripline itself is made of polyethylene, and is not susceptible to freezing.
It drains through the emitters, so it will not be full of water after pumps are turned off. Please follow
these precautions:
a) Manifolds (supply lines and return lines) should slope back to their respective tanks. These lines
need to drain rapidly. If using electronic flush valves, be sure drain valves remain open long
enough for entire field to drain. If using manual filter flush valves or manual field flush valves, they
should be left cracked open slightly for drainage. Alternatively, the manifolds can be located
below frost depth. Under extreme conditions, return and supply manifolds must be insulated.
b) If using drain back method for frost protection, either remove check valve from pump line or
provide alternate method for draining this line.
c) Insulate all field boxes in freezing climates. This includes Headworks, zone valve(s), pressure
regulator(s) and air vacuum relief valve boxes.
d) In severe freezing conditions, use heat tape or a small heater in the Headworks box.
d) The top of air vacuum relief valves must be no higher than soil surface and insulated in freezing
climates.
e) If using a hydraulic indexing valve for zoning a system, be sure it is frost protected in freezing
climates. For proper operation, always locate indexing valve at highest point in system to allow for
drainage between cycles.
f) The driplines will self -drain through the emitters into the soil. If the cover crop over the dripfield is
not yet adequately established, add hay or straw over the field for insulation in freezing climates.
g) If necessary, mark all valve boxes with a metal pin so you can find it in the winter when covered
in snow.
December 2008 Page 15

AS BUILT SYSTEM DESCRIPTION.
1. Site name:
2. Site address, including State:
3. Dripfield designed by:
4. Dripfield installed by:
5. Date of installation:
6. Daily design flow: gpd.
7. Soil loading rate: gpd/sq. ft.
8. What treatment system was used? Manufacturer and model number:
9. Number of zones in dripfield: If more than one zone, please describe
valve (size, manufacturer, part number, type):
10. Amount of dripline installed in each zone:
Zone 1 ft. Zone 2 ft. Zone 3 ft. Zone 4 ft.
11. Dripline model number Wor description:
12. Flow rate per zone:
Zone 1 gpm. Zone 2 gpm. Zone 3 gpm. Zone 4 gpm.
13. Depth dripline installed below grade: inches
14. Pump manufacturer, model number and number of pumps:
15. Filter model number Wor description:
If more than one zone, do the zones (a) share one filter or (b) each have their own filter?
16. Pressure in each zone:
Zone 1 psi Location pressure measured:
Zone 2 psi Location pressure measured:
Zone 3 psi Location pressure measured:
Zone 4 psi Location pressure measured:
17. Size (diameter) of feed manifold: inches. Depth of feed manifold: inches.
18. Size (diameter) of flush manifold: inches. Depth of flush manifold: inches.
19. Size of filter flush valve: inches.
Is filter flush valve manual or automatic?
20. Size of field flush valve: inches.
Is the field flush valve manual or automatic?
If more than 1 zone, do the zones (a) share 1 flush valve or (b) does each zone have its own flush
valve?
21. Was any fill material supplied on the dripfield?
December 2008 Page 16

If "yes" to 21 above describe fill quality and quantity added.
22. Please provide as -built drawings, including but not limited to direction of drip lines, location of air
vents, pressure regulators if applicable, Headworks (filter and valves) and pump tank.
December 2008 Page 17

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

E ZC ►■. :40 -
EZT-1 CD4Z-230-16
Drip Tank Pump and Valve Operation:
1-4 ZONE COMBO DRIP CONTROL PANEL
L2
This tank has (4) float switches that will control the pump on time (dose) and off time (rest) and the opening and closing
of valves, using settings that can be easily adjusted from the touchscreen based off site topography. The pump dosing
cycles will be controlled by the Normal Timer Float-5. If a high in -flow condition occurs the pump dosing cycle will be
controlled Secondary Timer Float-6. At the beginning of each dose cycle the filter flush valve will open for 15 seconds
(field adjustable). Once completed the system will then open the corresponding zone valve and begin its supply line pre -
charge time of 60 seconds (field adjustable). Then complete the Normal or Secondary preset zone dose time depending
on the condition of the float-6. When finished the dosing cycle the pump will run until the pump off delay is reached 10
seconds (field adjustable) the zone valve and field flush valve will remain open for 5 minutes (field adjustable) to allow
for drainage. After completing 10 field flush cycle counts (field adjustable) the field flush valve will open and flush each
zone 5 minutes (field adjustable).
a. Float Switch-4 (Redundant Off & Low -Level Alarm): When lowered, this float turns off the
pump. It is a secondary off float which will operate if the Normal Timer On & Off float
fails. Pumping will be disabled if in the automatic mode. This float also activates the
alarm light. The alarm light will remain on until the float is lifted.
b. Float Switch-5 (Normal Timer On & Off): This float activates the Normal Timer, which
cycles the pump on and off based on the values in the Normal Timer Setting. The timer
will control the pump cycle, beginning with the off cycle.
c. Float Switch-6 (Secondary Timer): This float activates the Secondary Timer function when
lifted. The timer will cycle the pump based on the values programmed in the Secondary
Timer Settings. Starting with the dose cycle first then the resting cycle. Both the
"Dose" and "Rest" time may be different from those for the Normal Timer. The Secondary
Timer function will remain active until the secondary timer float lowers. When the
Secondary Timer function has been completed, normal timer operation will automatically
resume.
d. Float Switch-7 (High Level Alarm): When raised, this float activates the alarm light and
audible alarm. The audible alarm may be silenced by pressing the toggle switch towards
SILENCE on the side of the control panel. The alarm light will remain on until the float
is lowered.
HOME SCREEN: System Overview

E Z C ► ■ ■:. -
EZT-1 CD4Z-230-16
1-4 ZONE COMBO DRIP CONTROL PANEL
tNavigation Buttons
u
a
a
1. Status of UV Lamp If Connected
2. Displays Remaining Rest and Dose Times
3. Indicates Current Step of The Controller If A Dose Cycle Was Activated.
4. Tank Level Animation & Float Status: Empty Circle = Float Down, Filled Circle = Float Up
5. Status of The Pump: Red = Stopped, Green = Running, Blinking Red = Fail
6. Displays Current Date & Time
7. Displays Number of Cycle Remaining Until A Field Flush Occurs
8. Yellow Color Indicates That The Next Dose Will Go To That Zone
9. Status of The Valve: Grey = Closed, Green = Open
10. Displays That Corresponding Zone Hand -Off -Auto Switch In The Touchscreen Is In The Off Position
11. Displays That Only 3 Zones Are Selected In Zone Settings

E Z C ► ■ r-cC.- -
EZT-1 CD4Z-230-16
Quick Start Instructions:
1-4 ZONE COMBO DRIP CONTROL PANEL
➢ Press: The Setup Menus button > Enter the level 2 password
B64
➢ Press: Recirc. Pump Dose / Rest Times Button > Enter the Normal Rest and Dose times for cycling the pump in
the recirculation tank.
➢ Press: Drip Pump Dose / Rest Times Button > Enter the Normal and Secondary Rest and Dose times for cycling
the pump in the drip tank based off the topography of the site. Enter the delay pump off delay time (Default 10
Seconds). This how long the pump runs after the dose time is finished allowing valves to open for drainage.
➢ Press: Zone Settings Button: Enter how many zones are being used (Default4). If zone flow GPM is known enter
the values per corresponding zone.
➢ Press: Filter Flush Timer Button > Enter how long to flush the filter before each dose cycle. (Default 15 Seconds)
➢ Press: Supply Line Pre -charge Button > Enter how long to pre -charge the line before the dose timer activates.
(Default 60 Seconds)
➢ Press: Drain Cycle Settings Button > Enter how long to drain the line after a zone dose the line before the dose
timer activates. (Default 5 Mnutes)
➢ Press: Field Flush Settings Button > Enter how many cycles before a field flush is enabled (Default 10 Cycles). Also
enter how long you want the zone to be flushed (Default 5 Mnutes).
➢ Press: Alarm Timers Button > Enter the High & Low alarm on/off delays for each tank (All Defaultedto 5 Seconds).
➢ Press: More Button > Enter level 3 password in the Setup Menu if you need to disable UV Lamp Fault
➢ Press: Back Button To Go Home
➢ Press: H-O-A Button > Place Recirc. Pump, Drip Pump, Filter Flush, and Field Flush in auto mode.
➢ Press: More Button in the Hand Off Auto Control Screen > Place all zones used in auto mode.
➢ Navigate back to the Home Screen
SCREENS:

HAND -OFF -AUTO
BACK
CONTROL
MORE
FIELD
I
RECIRC_
DRIP FILTER
I I
PUMP
PUMP FLUSH
FLUSH
HAND -OFF -AUTO
CONTROL HOME
ZONE—] A ZONE-2 ZONE-3 ZONE-4
VALVE VALVE , VALVE , VALVE
ACI� RECIRC. DAILY STATUS HOME
I�I DRIP DAILY STATUS HOME
Drip Pump Cycles
Drip Pump Cycle ETM '=
Recirc. Pump Cycles
Drip Tank High Alarms Filter Flush
Recirc. Pump Cycle ETM
=
Drip Secondary Timer Cycles
Recirc. Tank High Warms
MM
Zone 1 Cycles ETM Min.
Zone 2 Cycles IM NM ETM Min.
Zone 3 Cycles ETM Min.
Zone 4 Cycles IM IM ETM Min.
BACK
SETUP MENU MORE
RECIRC. PUMP DOSE 1 REST
TIMER SETTINGS
RECIRC. PUMP
DRAIN CYCLE
DOSE 1 REST TIMES
SETTINGS
DRIP PUMP
FIELD FLUSH
NORMA
NORMAL
DOSE I REST TIMES
SETTINGS
o- r ri'
DOSE TI""E
ZONE SETTINGS
ALARM
TIMERS
HHIMMISS
HHIMM(SS
FILTER FLUSH
TIMER
EMAIL 1 TEXT ADDRESSES
SUPPLY LINE
PRE -CHARGE TIMER
NETWORK SETTINGS
BACK
DRIP PUMP DOSE 1 REST HOME
TIMER SETTINGS
BACK ZONE SETTINGS HOME
NORMAL
DOSE TIME
Enter Estimated GPM per Zane
®
M M ®
HH 1 MM 1 SS
HH 1 MM 1 SS DRIP PUMP
OFF -DELAY
Enter Zane I Zane 3
Number of
Zones 1 - 4
SECONDARY
SECONDARY
REST TIMI-
DOSE TIME
E Zone 2 Zone 4
HH I MM I SS
H-1 : 'V ' SS

BACK' FILTER FLUSH TIMER HOME � SUPPLY LINE PRE -CHARGE TIMER
FILTER FLUSH
Time
Setting
imm
DRAIN CYCLE SETTINGS
DRAIN CYCLE
Time
Setting
ALARM TIMERS
BAC
RECIRCULATION TANK
High Alarm
High Alarm
On -Delay
Off -Delay
Low Alarm
Low Alarm
On -Delay
Off -Delay
123 Sep! �123 Sec!
IHI OME
DRIP
TANK
High Alarm
High Alarm
On -Delay
Off -Delay
Low Alarm
Low Alarm
On -Delay
Off -Delay
PRE -CHARGE
anrte
Saffing
HOME
FIELD FLUSH
FIELD FLUSH
Total Cycles
Time
Before Flush
Setting
Remaining
Cycles Until.
Flush. .12
6ACK_ SYSTEM HISTORY HOME
HOURS
HOURS
Totalized
Totalized
Recirc.
Drip
Pump
Pump
History - -
y� History
DRIP TANK
OGS
PUMPZCYCLE
PUMP & ALARM LOGS
FILTER & FIELD FLUSH
POWERDGS
LOGS
"PAP
FLOAT CYCLES
lJHlp /-URL 11
LOGS GALLONS
RECIRCULATION DRIP
BACK PUMP &ALARM LOGS MENEFLBACE]KI PUMP 8 ALARM LOGS HOME
Date Recirc. Pump CyclesETM Hours ! Date TDrip Pump Cycles�ETM Hours;
2/31/20 1234 -12.34 i12/31/20 1234 -12.34

FILTER & FIELDIP ZONE
CBA K LOGS FLUSH DRLOGS
1234 1 1234
ALARM HISTORY LIST
BACK
HOME
FLOAT CYCLES
BACK HIM E
------------------------------------
ccurrence
RECIRCULATION TANK DRIP TANK
High High
Level Level
Secondary
Timor
Timer Timer
Enable Enable
•.�- •-.-
�_
Off n off
Float I Float
�.
ESTIMATED GALLONS
E-MAIL 1 TEXT ADDRESSES
BACK
HOME
BACK HOME
Maximum 45 Characters
TOTALIZED
ZONE 1
E-MAIL gBCDEFGHIJKLMNOPQRSTJVWXYZABCDEF
ZONE 2
E-MAIL ABCDEFGHIJKLMNOPORSTJVWXYZABCDEF
ZONE 3
® E-MAIL ABCDEFGHIJKLMNOPQRSTIJVlUXY2ABCDEF
ZONE 4
ABCDEFGHIJKLMNOPQRSTUVWXYZABCDEF
E-MAIL
EL
IDENTIFIER
BACK PLC NETWORK SETTINGS
ADVANCED SETTINGS HOME
PLC CPU Pat 1 Network
�123, j :123 ::123, : l 123 :
-P- Address:
.123. j .123, ::123, : l 123 :
Still Mask:
Press
RESET RESET
Recirc_ Pump Drip Pump
Drip Tank Is High
Totalizer History Totalizer History
:723 - :--- - ---- - -
default Gateway:
SETTINGS
sjo,isable I Zone 1
Zone 2 Zone 3 Zone 4
Maintenance Port: 2101
t1Wd3S—
Gallons
Gallons Gallons Gallons

E Z C�► ■ r :.T
EZT-1CD4Z-230-16 1-4 ZONE COMBO DRIP CONTROL PANEL
PASSWORD SCREEN:
= Level 2
1 2 3 4 5 6 7 S 9 0 B
C
Q W E R T Y U I 0 P CLR
11 R S D F G H J K L CRN
1 9 Z X C U B N M ENT
Iq
1. Displays The User Name
2. Press Arrows To Scroll Between Users, Once You Have Selected The User Name You Want Use The Keypad To
Enter In The Correct Password.
3. Lower- & Upper- Case Characters Pop-up Screen
4. Special Characters Screen Pop-up Screen
5. Level 1 Password = DRIP
6. For Level 2 Password Access Contact E-Z Treat

0 1 1 2 3 4 5 6 7 8 9
1
14.57 inch
LT1
45 � -3
7c
it j Jam.
31
33
® �4
V
N
N
ON
,1
1
33
<-- 14 Enclosure Perspective
ALDERON' This drawing contains propnetary "orma6on Model Quote Number Drawn By J. Sonnier
Industries which must not be duplicated, used, or disclosed Number EZT-1 C D4Z-2 30-16
Leading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde
11015TH ST SOUTH Notes: 1. WARNINGS Electrical Shock Hazards Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021
HAWLEV MN, 555Q 2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
:...:,..;,:u,:.,:...:,..;,.u,.".......,,1..:u��.....w���� 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. Revision
3n nr
16�
Page Number
15of16
PRODUCTION_REPORT

0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9
Device tag Part Description ERP #
2 Block, End Clamp, PXC, 35-5 1005000
3 Block, End Clamp, PXC, 35-5 1005000
4 Block, End Clamp, PXC, 35-5 1005000
5 Block, End Clamp, PXC, 35-5 1005000
6 Block, End Clamp, PXC, 35-5 1005000
7 Block, End Clamp, PXC, 35-5 1005000
8 Block, End Barrier, PXC, D-ST 4 1004862
9 Saddle Jumper, PXC, FBS 2-5 1004974
10 Saddle Jumper, PXC, FBS 2-5 1004974
11 Block, End Barrier, PXC, D-ST 2,5-QUATTRO 1004937
0 WD2 0 L 12 Block, End Barrier, PXC, D-ST 2,5-TWIN 1004468
13 Block, End Clamp, PXC, 35-5 1005000
PUZ1 =+-PWS _ m� 14 Block, End Clamp, PXC, 35-5 1005000
®®®® ®®®®® 1 15 Block, End Barrier, PXC, D-ST 4 1004862
16 Saddle Jumper, PXC, FBS 3-5 1004975
ae 17 Saddle Jumper, PXC, FBS 4 5 1005310
®� 18 Block, Partition Plate, PXC, ATP-STTB 4 1004947
19 Block, Partition Plate, PXC, ATP-STTB 4 1004947
WD1 20 Saddle Jumper, PXC, FBS 3-5 1004975
WD3
21 Saddle Jumper, PXC, FBS 3-5 1004975
23 Block, Partition Plate, PXC, ATP-STTB 4 1004947
25 Block, End Barrier, PXC, D-PTTB 2,5 1004939
P� 0 0 0 0 0 0 26 Block, End Barrier, PXC, D ST 4 1004862
ccc , ccc 27 Circuit Breaker Feet 1000632
1 o 0 28 Circuit Breaker Feet 1000632
ccd o00
0 0 0 0 0 0 29 Circuit Breaker Feet 1000632
30 Circuit Breaker Feet 1000632
31 Circuit Breaker Feet 1000632
32 Circuit Breaker Feet 1000632
BALLASTI. Ballast, Fulham, WH3-120-C 1005234
0 o r BPI Backplate, Aluminium, 18"x16" 1000361
CB1 Circuit Breaker, SQD, 2P. 20A 1001310
CB2 Circuit Breaker, SQD, 2P. 20A 1001310
CB3 Circuit Breaker, SQD, 1P, 10A 1000461
CRI. PA, Relay, Screw Terminal, 120V, SPDT 1003211
CS1 Switch,Current,NK Tech, NO 1001837
DIN1 Rail Din, Steel, Low 1000426
DIN2 Rail Din, Steel, Low 1000426
F1 Block, Terminal, Fuse, PXC, PT 4-HESI 1004861
F2 Block, Terminal, Fuse, PXC, PT 4-HESI 1004861
F3 Block, Terminal, Fuse, PXC, PT 4-HESI 1004861
Mounting Panel Layout F4 Block, Terminal, Fuse, PXC, PT 4-HESI 1004861
<--12 Mounting Panel Layout 14--�
ALDERON This drawing contains p opne ary information Model Quote Number Drawn By I Sonnier Page Number
,40&Industries which must not be duplicated, used, or disclosed Number EZT-1 C D4Z-2 30-16 13 of 16
Leading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde
11015TH ST SOUTH Notes: 1. WARNINGS Electrical Shock Hazards Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1/19/2021 PRODUCTION_ REPORT
HAWLEV MN, 55549 2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
1fil.d.aiiii WWWAAHM►AAAMY 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. Revision

0 1 2 3 4 5 6 1 7 8 9
Device tag Part Description ERP #
1 Label, Brady, 1.06" x .49", BK 1001429
BP2 Inner Door, Hoffman, Poly Pro, 18x16 1004815
HMI1 PLC, HMI, 4.3" Color, IDEC, HG1G 1002803
SW2 Switch,Toggle,On/OFF,Gaynor 1000128
HMI1
Mounting Panel Layout
<-- 13 Mounting Panel Layout
ALDERON" This drawing contains propnetary information Model Quote Number Drawn By J. Sonnier
Indumtrlem which must not be duplicated, used, or disclosed Number EZT-1 C D4Z-2 30-16
Leading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde
11015TH ST SOUTH Notes: 1. WARNINGS Electrical Shock Hazards Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1�19�2021
HAWLEV MN, 55549 2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
;.,.,.."........ , ,.-1...,,.....w..,. 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. Revision
15�
Page Number
14of 16
PRODUCTION_REPORT

0 1 1 1 2 1 3 1 4 1 5 1 6
Branch Circuit Protection Device/Disconnect Means Field Provided - 2 X Pump Load
Size per manufacturing specifications for Pump/Motor 120/230 VAC 0-16A MAX 60 Hz
Alarm/Control Source Pump Source Pump Source Pump must contain integeral
120 VAC, 60Hz 120/230 VAC, 60Hz 120/230 VAC, 60Hz thermal overload protection.
Bottom Feed Bottom Feed Bottom Feed Ground Motor PE to Ground Lug
Circuit Breaker Circuit Breaker Circuit Breaker
L1 Nq L2/N � � L2/N
M 1 BLK
y 1.41.5 I I I I CB1
5L3 6T3 1z \_T2
TB6 z N1N2 I I I I 31 r
I 12 I I I BLK
BHT J J �— _40 1 3 12 3L2 I �T2— PUMP1
8 1 32
CB3 TB4 1 2 L _ _ _ _ _ O C1 \ZK M I 2T1— — —�T1 1 PE
01 .(
I I IL
1 N3N4 N5N6 I I CB2 5L3 6T3 12 T2
RED 1.2 2.2 2.4 2.4 I II 33 r
1 8 I L — — — — — — — — — — —46 3 62K 3L2 �� — PUMP2
B6K I
TB3 1 2\ L— 2 1 1 12K 1L1 I i 2T1 T1 34 1 PE
-------------0 C \ — — —\— I
F8 1.1 /2.3 1.1
2 1 2 RED N1 N2
11� A A
7 I 8 I 9
Legend Field Wiring
. Field Supplied
Device Tag Description q
BALLAST1 Ballast
CB1;CB2 Circuit Breaker 2 Pole 20 A 45 In -lb
CB3 Circuit Breaker 1 Pole 10 A 45 In -lb
CS1 Current Switch NO 0.5-100A
F1... F3;F8 Fuse Terminal Block
F 1... F3;F8 5 A Control Fuse
PUMPI;PUMP2 Customer Supplied AC Pump
PVVS Power Supply 24VDC 30W
SW2 Toggle Switch
TB1;TB6 Terminal Block 30A
TB2 Double -Level Terminal Block 20A
TB3;TB4 Terminal Block 20A
TB5 Terminal Block 20A
TB5 Terminal Block 20A
TRANSI Transformer, 24V
_
24
BLK
9 3 5
30 15 118
17
RED RED RED
\6 \8 \8
GRN WHT
\8 \8 PE
WHT
\8
1 1
PWS 3
U U U GND1 =
F1 F2 io
L PE N
COM 120
White Black
208 240
Red Orange
WHT
PoPS5R-VC24 wer Supplytaaj
2 2
4 6 \
F1 - F3, F8 Fuse must be replaced with 5 Ampere
RED RED BALLASTI
Black
white Yellow RED
24 VDC 30W
TRANSI
\B \B
U
U
U U
v+
v-
type 5mm x 20 mm fast acting 250 V max
U U
Spare fuses provided in packet
TB1 01 ()2
I I 20
21
22 25
26
Blue
24 VAC
Yellow
DVAC
120VAC.1 \$K
WHT
\$L \8
1RD 8
39
BLU
41
YEL
I HTR1 I TB5 01
2
( )3
28 29 35 36
I XL X2 19
2.5 L J
11
4
23 27
BLU BLU WHT/BLU WHT/BLU
\g \8 \8 \8
1
U L� RED
WHT
YEL ORG
CAUTION: Nonmetallic enclosures does not provide
R 2.418
\
18
18 18
\ \
r r F3
grounding between conduit connections. Use grounding
B
CS1
24VDC.1 OVDC.1
2
bushings and jumper wires.
LReED BLU UV Lamp
N3
2.6 2.1
RED
ATTENTION: Les boitiers non-metalliques ne permettent
d Blue 18 SW2
11
24 VDC.2 r
18
pas de mise a la terre entre les connexions de conduits.
coMU (No)
TB2
Uzi Uzs
3.4 OVDC.2
If Utilisez des manchons de mise a la terre et des fils de liaison.
UV Lamp
3.4 24VAC
OVAC
<=INTRODUCTION/2
Schematic
2.4
2.7 2�
ALDERON- This drawing contains propnetary information
Industries which must not be duplicated, used, or disclosed
Model
Number
EZT-1 C D4Z-2 30-16
Quote Number Drawn By B. Nelson Page Number
Leading Edge Control Products in whole or in part without prior written consent.
DWG
Checked By B. Klabunde 1 of 3
11015TH ST SOUTH Notes: 1. WARNINGS Electrical Shock Hazards Disconnect
power
before servicing this product. A qualified service person must install and service this product according to applicable
electrical and plumbing codes. Date 1/19/2021
HAWLEY MN, 56549 2. Install in accordance with National Electric
Code, NFPA
70, Seal all boxes, fittings,
and conduit with appropriate seal devices to prevent moisture and gasses from entering
enclosure.
,:.�..:,..;.,.,.. 1........, ,.—I...,,........,k 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. Revision

0 1 2 3 4 5 1 6 7 8 9
Recirculation Drip Floats High Level Legend Field Wiring
High Level Secondary Timer F57 � � � � � � Field Supplied
Dose Enable FS3 Dose Enable FS6
i I I I Device Tag
Description
Redundent Off FS2 Redundent Off FS5 rO Bl Buzzer 120V
r rO CRlRelay, 120VAC, SPDT 7.1 In -lb
S1 S4 O F4F7 Fuse Terminal Block-0 F4.S A Control FuseO I O I I I LT1 Red Beacon 15W
I I I I I I I I I I I I M1;M2 Contactor 18 A- 120V Coil 15 In -lb 15 In -lb
T T T T T T T T T T T T T T PLC1 PLC, 14I/100
i T132 ()2 I 04 I ()6 I 08 I l0I ()12I (i14 SWl Toggle Switch SPDT
ry
TB2 24VDC.1 TB2 Double -Level Terminal Block 20A
1 \ 3 \ 5 s$u 7 \ 9 \ 111 \ 13
45 �a B •1 F4-F7 Fuse must be replaced with 5 Ampere
BLU B$u type 5mm x 20 mm fast acting 250 V max
\a \ _ Spare fuses provided in packet
44 47 54 59 6o 63 65 67 70 7 10 R / 1.0
BLU BLU BLU BLU BLU BLU BLU BLU BLU RED
\8 \8 \8 \8 \8 \18 \8 \8 \8 \8 68
BLU
PLC1 1�a
ICOM IO Il I2 I3 I4 IS I6 I7 I10 Ill I12 I13 I14 I15
U U 74 75
V V V V V V V V BLU BLU
\8 \8
24VDC IN
MICROSma rt c0M
Analog IN
SW1
FGA-C24R110E (NO) 1q of
(NO) 2
Serial Test sdence
USB Ry. OUT Ry. OUT Ry. OUT
78
SERIAL Ethernet OVDC 24VDC PE COMO 00 01 02 03 COM1 04 05 06 07 COM2 010 011 BLu
3.6 1a
56 59 7z 54 76 77 13NO 13NO
GRY RED RED RED RED 18K 18K 18K 18Y 18K \$K \$K \$K M1 M2
�o 46 GRNFF5
18 �a �a �a \ \ \ \ 2 T4NO .3 T14NO
1IA
1 TB2 Y16 Y18 Y20 Y22 (i24 Y26
F4 7 TB2 1 I 1 I 191 21I \ 2 lY 3I Y25II
so Sz 2 I I I I I I I I I I I I
PE
RED RED \ \ \ \ \ \ \ \ \ \ \ \ OVAL /� JI,12 14
OVDC.1 GND1 - \a 1856 62 RED I IA1I IA1I IA1I IA1 I IA1I IA1 1• CR1 4 T
1.4 1a I I I I I I
\ Zl Z2 Z3 Z4 ZF FF '3 11
Al Al 1 I I I I I I
i 24VAC A2 A2 A2 A2 A2 A2
M1 M2 Bl 15 79 ao
YEL YEL
/� A2 A2 nz 2 2 Zone Control Zone Flush Filter Flush \a \a
120VAC.1 WHT WHT 57 16 WHT TB2 U29 U30
1.0 18 18 18 18
\ 18
WHT N5 / 1.1
N4 \a N6 / 1.1 Dry Alarm Contacts
<-- 1 1.1 Schematic 3
ALDERON' This drawing contains propnetary information Model Quote Number Drawn By J. Sonnier Page Number
Industries which must not be duplicated, used, or disclosed Number EZT-1 C D4Z-2 30-16
Leading Edge Control Products in whole or in part without prior written consent. DWG Checked By B. Klabunde 2 Of 3
11015TH ST SOUTH Notes: 1. WARNINGS Electrical Shock Hazard' Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes. Date 1�19�2021
HAWLEY MN, 565Q 2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
,:.�..:...;.,.,.. 1........, ,.—I...,....w���� 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. Revision

0 1 2 3 4 5 6 7 8 9
Legend Field Wiring
. Field Supplied
Device Tag Description q
CBLl Ethernet Cable Cat5
GND1 8P Ground Bar 30In-lb
HN HMI Display 2.2In-lb
OVDC.2 24VDC.2
HMI1 + 0 USB2
GND1 81 HG 1G-4VT22TF-B «USB1
1 RN PE (T� (7� (7�
i I PE \ SD RD I RS I CS SG I SDA I(T� SDB I(7� RDA?
RDB LAN
CBL1
38.228In \RG/WHDRG , RN
Tf
SERIAL
2.0
2
Schematic
= PRODUCTION_REPORT/1
ALDERON' This drawing contains propnetary "orma6on
Industries which must notbeduplicated,used,ordisclosedI
Model
NumberIEZT-1CD4Z-230-16
Quote Number
Drawn By B. Nelson
Page Number
in whole or in without written consent.
DWG
Checked By B. Klabunde
3 3
Leading Edge Control Products part prior
of
11015TH ST SOUTH Notes: 1. WARNINGI Electrical Shock Hazards Disconnect
power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes.
Date 1/19/2021
HAWLEV MN, 555Q 2. Install in accordance with National Electric
Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure.
:,,..::� 3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
Revision

FA
•
EMSERIES
EFFLUENT PUMPS
Ideal for filtered effluent service, aeration, and ornamental fountains and
waterfalls, equipped with the power, performance, and reliability you
expect from Franklin Electric E-Series Electric.
_� i
fran klinwater.com

E-SERIES EFFLUENT PUMPS
FEATURES
■ Ideal for effluent pumping applications
■ Stainless steel or thermoplastic discharge and motor bracket are tough and
non -corrosive. Both materials are highly resistant to damage by minerals,
metals, and other substances typically found in water
■ Heavy-duty, 300 V,10' SJ00W motor leads
■ Designed to provide years of reliable service:
■ 10 and 20 gpm units are equipped with a highly -engineered shaft bearing with built in
dry -run protection
■ High -flow 35 to 90 gpm units are built with a proven and durable ceramic sleeve bearing
■ Water flow path through the discharge of the pump is designed to pass particulate to allow for efficient
and continuous operation
■ Proven hydraulic staging allows close tolerances and increased performance
■ Carbon phenolic upthrust washer prevents excessive wear in severe applications
■ Removable built-in check valve on 10-20 gpm pumps. No built-in check valves
on high capacity pumps
■ Powered by a Franklin Electric submersible motor
THERMOPLASTIC ORDERING OR
Single -Phase
GPM HP Volt I Wire Model d ,
10
1/2
115
2
lOFE05P4-2W115 94741005
1/2
230
2
10FE05P4-2W23o 94741010
3/4
230
2
10FE07P4-2W230 94741015
1
230
2
10FE1P4-2W23o 94741020
1.5
230
2
10FE15P4-2W230 94741025
20
1/2
115
2
20FE05P4-2W115 94742005
1/2
230
2
20FE05P4-2W230 94742010
3/4
230
2
20FE07P4-2W230 94742015
1
230
2
20FE1P4-2W230 94742020
1.5
230
2
20FE15P4-2W23O 94742025
STAINLESS STEEL ORDERING OR
1/2 - 1.5 HP Single -Phase Units (2-Wire)
1/2
1/2
735 3/4
1
1.5
2
115
35HE05S4-2W115
93933505
2
230
35HE05S4-2W230
93933510
3
230
35HEO7S4-2W230
93933515
5
230
35HE1S4-2W230
93933520
7
230
35HE15S4-2W230
93933525
45
1/2
2
115
45HE05S4-2W115
93934505
1/2
2
230
45HE05S4-2W230
93934510
3/4
3
230
45HE07S4-2W230
93934515
1
4
230
45HE1S4-2W230
93934520
1.5
5
230
45HE15S4-2W230
93934525
60
1/2
2
115
60HE05S4-2W115
93936005
1/2
2
230
60HE05S4-2W230
93936010
3/4
3
230
60HE07S4-2W230
93936015
1
4
230
60HE1S4-2W230
93936020
1.5
5
230
60HE15S4-2W230
dh 93936025
90
1.5
4
230
90HE15S4-2W230
93939025
DOTES Discharge is1"NPT with no built in check valve; maximum diameteracross cable guard is 3.90"on
all models
THERMOPLASTIC
Pump .
1/2 6
lOFE05P4 PE
94751005
1 3/4
1
1.5
8
lOFE07P4 PE
94751010
11
IOFE1P4-PE
94751015
15
10FE15P4-PE
94751020
1/2
4
20FEO5P4-PE
94752005
3/4
5
20FE07P4-PE
94752010
1
7
20FE1P4-PE
94752015
1.5
10
20FE15P4-PE
94752020
2
12
20FE2P4-PE
94752025
NOTES.: Discharge is 1-1/4"NPT; maximum diameter across cable guard is 3.90"on all models
Capacity
StagesGPM HP odOrder
35
1/2 2
35HE05S4-PE
93923502
3/4
3
35HE07S4-PE
93923503
1
5
35HE1S4-PE
93923505
1.5
7
35HE15S4-PE
93923507
2
9
35HE2S4-PE
93923509
3
12
35HE3S4-PE
93923512
45
1/2
2
45HE05S4-PE
93924502
3/4
3
45HE07S4-PE
93924503
1
4
45HE1S4-PE
93924504
1.5
5
45HE15S4-PE
93924505
2
7
45HE2S4-PE
93924507
3
10
45HE3S4-PE
93924510
60
1/2
2
60HEO5S4-PE
93926002
3/4
3
60HE07S4-PE
93926003
1
4
60HE1S4-PE
93926004
1.5
5
60HE15S4-PE
93926005
2
7
60HE2S4-PE
93926007
3
10
60HE3S4-PE
93666010
90
1.5
4
90HE15S4-PE
93929004
2
6
9oHE2S4-PE
93929006
3
8
1 90HE3S4-PE
93929008

E-SERIES EFFLUENT PUMPS
10 GPM
METERS FFFT
200 - 650 +
550
160 -
500
140 - 450
i HP
120 - 400 -- - --
350
100 - - - - - - 3/4 HP
300
SO - 250
60 - 200 ----
150
40 -
100
20 - 50
0 - OG 4
0 OS 10 15
PIRATING RANG[ 20 GPM
R[ST[FFId[NCY RANG[ 1 METERS FFFT
Wqjjjjjjjjjj��
40 - 410
120 - 400
350
Too -
300
80 250
\\ 60 - 200
\ \
15040 -
100
20 50
50
S 10 12 14 to GPM 0 0 6
20 25 30 35 M3/H 00
FPS
PUMP OPERATING RANGE
IBFSTFFFIaENCRANGF�
um
5 10 15 20 25 30 GPM
10 20 30 40 50 60 70 M'/H
35 GPM PUMP OPERATING RANG[ 45 GPM PUMP OPERATING RANG[
MLHERS FEN BESI WICIENCY WINGS METERS FEET REST EFFICIENCY RANGE
120 -
311P -
120 - 400 110 �—� 350
100 -
350 3AP
100 - 90 - 300
300 2IP
SO - 250
SO- 70 -
Z50 1.5 NP 2HP
60 - 200
60 - 200 V A S0 - 150 LSHP
150 40 - 1 HP
40 - 3/4 HP _
30 - 100
1UU 1/ HP 5 GPM
Di, 25 GPM 20 -
1
20 - 50
50
10-
0- 0 0- 0
5 10 11 20 5 30 35 40 45 50 S GPM 0 10 20 30 40 0 60 70 GPM
0 2 4 6 S 10 12 M'/H 0 2 4 6 S 10 12 14 16 M'/H
60 GPM POMP OPERATING RANGE 90 GPM PUMP OPERATING RANGE
METERS FEET REST EFFIi ENCY RA GE METERS FEET REST EFFIi ENC RANG[ I
9U - 300 �I 220
275
SO - 3HP 60 - 200
0 UMO P
S0 - 22 50 - 160 \
60- 00
\BHP 140 2NP
175 40 -
50 - 150 1! HIP� 110
40 - 12 \ 30 - 100 ��P
NP
0 - 100 1 SO
3 HP 20 -
60
20 - 6
50 — �2 40 - o
1U- 2 5GPM 10- 20 10 GPM
0 0 10 20 30 40 50 60 70 SO 90 GPM 0 0 0 20 40 0 SO 00 120 GPM
0 2 4 6 S 10 12 14 16 18 20 M3/H 0 2 4 6 S 10 12 14 16 18 20 22 24 26 28 30 M3/H

E-SERIES EFFLUENT PUMPS
Thermoplastic
W
-k
N J''
MIW
I'm
W
A
B
C
PE
•MA
A
12197
9.51
22.48
7
25
10 3/4
8
14.69
10.64
25.33
8
_
29
11
17.44
11.73
29.17
9
33
1.5
15
21.06
15.10
36.16
10
41�
6
12.97
i 9.51
22.48
7
25
3 4
5
13.65
10.64
24.29
6
28
_
0
19.77
8
32
1.5
10
19.77
15.10
34.87
34.87
8
39
Pump end only;PMA = Pump and motor assembly; maximum diameter with cable guard is5..90'
B
i
1/2
1/2
2
9.1 9.5
9.1 9.5
18.6
18.6
6
6
-
24
24
Stainless Steel
2
3/4
35 1
10.3 10.7
12.9 11.7
21.0
24.6
7
8
28
32
5
1.5
15.4 15.1
30.5
9
38
2
9
17.1 15.1
32.2
11
44
3
20.9 19.0
40.0
12
53
1/2
1/2
2
9.9 9.5
9.9 9.5
19.4
19.4
9
9
27
27
A
3/4
3
14.3 10.6
24.9
10
32
45 1
16.5 11.7
28.2
11
35
5
1.5
18.8 15.1
17.6 15.1
33.9
32.7
14
10
43
43
3
10
22.9 19.0
9.9 9.5
41.8
19.4
11
10
52
28
1/2
2
9.9 9.5
19.4
10
28
60 1
3
12J 10.6
14.3 11.7
22.7
26.0
11
12
32
35
B
4
1.5
5
16.5 15.1
31.6
13
44
2
7
23.5 15.1
38.6
11
44
3
0
33.3 19.0
52.3
13
54
r�
1.5
4
17.3 15.1
32.4
14
43
90
23A djr 15J
38.5
11
44 I
8
3
31.4 19.0
50.4
13
54
NOTES: PE= Pump end only, PMA = Pump
and motor assembly;
Maximum diameter with cable guard is5..90"
Franklin Electric
franklinwater.com
MF2140 08-21

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Site Map
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

LEGEND
/ / / �� z� j j /��/ / �� _A\ V A �� I ADJACENT BOUNDARY J
LU
/ / i / / / i _ A I I I BOUNDARY (PROPERTY)
RIGHT-OF-WAY 0 0 Ci
V\cnA I I \ V CONTOURS - INDEX Q
% / / A�
�E3 CoA / i ' i --� / �/ / A CONTOURS -INTERMEDIATE
i i — / / _ A \ DRAIN FIELD AREA
500' TREATMENT
/O0000 DISPOSAL SETBACK / E ELECTRIC LINE W
/ x PROPOSED FENCE J t-
i WL WETLANDS U) ww v
— — — — — — — EDGE OF PAVEMENT LU
i
. . . . . . . . . . . 100 YEAR FLOOD PLAIN � LU�Lu Z
EXISTING STREAM Q Y O
5-
DRIP LINES WQ Wa- Z
RETURN LINES �0 U=
/ / / I SUPPLY LINES COJ LL
PROPERTY
- CoA / / / / / / / LINE 77��/ �� / 1 1 1 DIVERSION BERM < �H LL
SETBACKPERTY (TYP) �� VB CnA RETURN MANIFOLD
/ ® SUPPLY MANIFOLD
' do/ �PROPOSED E-Z TREAT �A \ / / i / CO CLEAN OUT
/ _ _ _ m00
I TREATMENT_ SYSTEM 902� mlCID O N
/ \ �4� _ EZRT ECONTROL 00 ZTPANEL REATRECIRC. TANK w O
�a / / 5' BUILDING li l N
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Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Operation & Maintenance Plan
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Operation and Maintenance Plan
System Background
The wastewater treatment and disposal system has been designed to treat the generated domestic
wastewater from a resident dwelling. The system consists of the following:
• One (1) 1,000-gallon septic tank with PolyLOK PL-122 effluent filter
• One (1) Model 600 E-Z Treat recirculating media filter (treatment unit)
• One (1) 1,000-gallon recirculation tank
• One (1) Franklin E-Series Pump
• One (1) 4.000-gallon field dosing / storage tank
• One (1) field dosing pump (as shown on construction drawings)
• One (1) flowmeter
• One (1) rain sensor
• Surface drip irrigation field with sufficient drip lines, and all the necessary appurtenances.
Each of these treatment units are described in additional detail below.
The septic tank has been sized to provide at least 48 hours of anaerobic treatment and solids
removal. Domestic wastewater generated from the residence will enter the first chamber of the
tank by gravity, where solids settle to the bottom and scum floats to the top. The settled solids are
anaerobically digested, reducing the volume of solids. The remaining liquid flows through the
baffling wall into the second chamber, where further settlement takes place. A PL-122 Polylok,
or approved equal effluent filter will be housed in the second chamber of the septic tank to prevent
solids from reaching the E-Z Treat recirculation tank.
Septic tank effluent will drain into the recirculation tank to receive aerobic treatment. The
recirculation tank will house a Franklin E-Series pump. Wastewater will then be pumped from the
recirculation tank onto an E-Z Treat treatment unit where a spray manifold mists the wastewater
over a media filter bed to maximize aerobic digestion by the microbes present. The E-Z Treat
treatment unit effluent will flow by gravity back into the E-Z Treat recirculation tank to receive
additional treatment or (if dosing is complete) to the field dosing / storage tank through the bypass
valve.
The field dosing tank has been sized to store up to 5-days of daily flow in the event of heavy rain
or power failure. The effluent from the field dosing tank will be pumped to the surface drip
irrigation field.
The E-Z Treat recirculation and field dosing tanks are connected to audible and visible highwater
alarms. These alarms will alert the operator when too much wastewater has accumulated in the
tanks so that he may turn on the pumps to empty the tank. If the property, otherwise specified on
the construction drawings, is served by a well system, water will not be used during a power failure.
A standby generator shall be provided if stated in the permit statements.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00

Pumps:
There are two pumps within the wastewater treatment system. One (1) E-Z Treat treatment unit
recirculation pump will be a Franklin E-Series pump. One (1) drip field dosing pump will be
provided as specified on the construction drawings, or equivalent as approved by the engineer.
Both pumps will be connected to the control panel. Pump efficiency shall be monitored by
recording the amperage supplied to the pump. A sudden decrease in efficiency will indicate that
the pump must be replaced. Pump replacement can be accomplished by disconnecting pumps from
the power supply and unscrewing them from the attached piping.
E-Z Treat Treatment Unit:
The Model 600 E-Z Treat treatment unit will be used to provide aerobic treatment to the septic
tank effluent as well as removing suspended solids not removed by the septic tank. The media
filter bed will be housed in the container provided by E-Z Treat. The E-Z Treat treatment unit will
be dosed by a Franklin E-Series pump with a distribution system placed above the styrene media
which will discharge onto the media. The underdrain system will transport the E-Z Treat treatment
unit effluent back into the recirculation or field dosing / storage tank.
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 (Model
E-Z UV 102) or approved equal by engineer.
Rain Sensor:
A Hunter Mini-Clik rain sensor shall be installed adjacent to the hydraulic unit in an area that will
receive precipitation (i.e., that is not covered by trees). The sensor will only be used for the drip
irrigation pump to cease operations during wet conditions. The field dosing / storage tank will
store the treated wastewater for more than five days; however, it may be necessary to override the
control system following large precipitation events if the tank is above capacity. During wet
conditions, the sensor will send a signal to the pump controls to inactivate the pump. If it becomes
necessary to release wastewater from the tank, the Mini-Clik may be turned off and the pump
switched on manually.
Drib Irrigation Svstem:
The drip irrigation field will be dosed by the field dosing pump. The drip field zoning criteria and
drip lines shall follow as specified on the construction drawings. All zones shall operate
independently. Each emitter shall be capable of delivering 0.53 gph.
Crop Maintenance and Management:
The drip area should remain as original condition and be planted with a fescue, rye, or Bermuda
grass as needed in compacted areas. The wastewater applied to the trees or grass (if needed) will
provide ample moisture and nutrients to promote plant growth. All dead trees if applicable, newly
grown vegetation and newly grown trees less than I inch shall be removed yearly. Weed Eat
vegetative cover to a minimum height of 4 inches if applicable to ensure vegetation does not
interfere with the system operation.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00 2

System Operation
The wastewater treatment system is designed to dose the E-Z Treat treatment unit every 14 minutes
to 20 minutes with 34 gallons of septic tank effluent. If less than 34 gallons of wastewater is
available, the low-level signal will inactivate the pump. The control panel will activate the field
dosing pump and associated control valve to dose the drip field. Flow to the drip field is designed
for a maximum dose as shown on the construction drawings. The volume dosed is controlled by
the "run time" set on the dose run/rest interval timer for each zone. The pump will de -energize if
the low water level "pump off' float is activated. The flow meter installed in the hydraulic unit
will track the volume of wastewater irrigated.
If the highwater 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. If the alarm light begins flashing after being reset, it means that either 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 will have to 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 tank, restore the pump and try resetting it again.
If the pump still does not work, contact the pump manufacturer.
Both the E-Z Treat treatment unit and drip irrigation pump controls shall include, but not be limited
to an "auto/manual" system control switch, stop/start switch, non-resetable elapsed time recorder
for each pump, and individual pump run lights. The control panel shall contain NEMA 4X
enclosures. All supporting control units, if not housed within the pump control panels, shall be in
a separate NEMA 4X enclosure.
No heavy traffic shall be driven over the treatment units or drip field at any time. This access is
restricted in order to protect the health and safety of people. It is important that the drip area in
non -wooded or compacted areas be seeded with grasses or trees to establish vegetation. The
vegetation will absorb any nutrients remaining in the treated wastewater, and the treated
wastewater will promote the growth of the vegetation. The vegetation will absorb any nutrients
remaining in the treated wastewater, and the treated wastewater will promote the growth of the
vegetation. The vegetation will need to be maintained so that it does not interfere with the
performance of the drip irrigation system.
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.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00
3

Operation and Maintenance Tasks
Unit
Frequency
Task
3 — 6 months
Check for solids accumulation, blockages, or baffle
Septic Tank: damage
damages, in/exfiltration, pump septage.
Septic Tank: solids and
12 months
Pump out accumulated solids if necessary, remove scum
scum
layer.
Effluent Filter: Testing
3 — 6 months
Check and clean as needed.
Effluent Filter:
12 months
Replace each time septic tank is pumped.
Replacement
E-Z Treat Treatment
monthly
Inspect control/alarm panel, recirculation tank, and E-Z Treat
Unit
treatment unit (filter pod).
weekly
Wipe (clean) UV lamp, check intensity and replace lamp
Ultraviolet Disinfection
when required.
Pump Tanks:
weekly Check pumps, controls, alarms, elapsed time meters.
Pumps and Controls
Pump Tanks:
3 — 6 months Check for solids accumulation, or infiltration and
Solids and Potential
exfiltration.
Leaks
Pump Tanks:
12 months Remove scum layer when septic tank is pumped.
Scum Accumulation
2 — 4 weeks Weed Eat vegetative cover to a minimum height of 4 inches
Drip Field:
if applicable to ensure vegetation does not interfere with the
Vegetation
system operation.
Drip System:
3 — 6 months
Check for leaks in force mains, odors, ponding, and erosion
Piping and Distribution
to ensure runoff does not occur in drip area.
Equipment
Pumps, Distribution
monthly
Check flow meter readout and compare to recorded flows,
Piping, and Alarm
check pumps for leaks.
System
Pumps, Distribution
quarterly
Remove filter covers and inspect for accumulation of debris.
Piping, and Alarm
System
Pumps, Distribution
semiannually
Remove and lubricate O-Rings on filter canister, replace if
Piping, and Alarm
damaged. Clean filter discs at hydraulic tubing feed.
System
annually
Remove filter disc cartridge and replace, clean cartridge and
store for next annual replacement. Dig along side dripper
Pumps, Distribution
line and remove small section with emitter, repair with
Piping, and Alarm
"RAM" couplings and new tubing, inspect removed tubing
System
for excess slime or buildup. Flush dripper lines with
chemical solution as needed. Check and or replace batteries
in flow meter.
Control Panel and
6-12
Check amp readout and compare to manufacturers
Pump Efficiency
months
instructions.
*Tanks should not be pumped during wet conditions.
Bruce Hamlett
Surface Drip Irrigation with EZ Treat TS-II Pretreatment
MacConnell & Associates, P.C. Project No.: C24101.00

E -iili kEAT
Re -Circulating Synthetic Filter
Operation
and Maintenance
Manual
NSF.
Models bearing the NSF mark are certified Class I
to one or more of thefollowing standards:
NSF/ANSI 40
NSF/ANSI245
NSF/ANSI 350
©2017 E-Z Treat 2-2017

u
TABLE OF CONTENTS
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
2.4 E-Z Treat Re -circulating Synthetic Filter
2.5 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

r�
1.0 General Instructions
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

r�
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

r�
2.3 Control Panel/Pumps/Alarms
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
in the manual mode by turning the recircula-
tion pump switch to "ON". The re -circulation
pump should begin to supply effluent to 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
re -circulation Pump is OFF. -�
C►+.
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 face to 30.}-
OMPOn HUR
Rotate dial to desired minutes OFF
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3. 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 "He'.
Rotate OFF screw until
M"Min" appears in window.
0 OFF screw displays
OFF seconds, minutes or hours.
► Window will display ON
"Sec", "Min" or "He'.
. --o- Rotate ON screw until
0 "Min" appears in window.
Aj
tON screw displays seconds, minutes or hours.
©2017 E-Z Treat 3

5. 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.
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
7. 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 cover to 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 or offensive 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 minutes,
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.
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2.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.
3. 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

rq
d. Verify the re -circulation pump is per-
4. Verify the treatment pod is properly draining
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-
ing 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 start the 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
pressure remains too high, after cleaning
the spray nozzles and flushing the spray
distribution lines, adjust the pressure to
the desired PSI using the ball valve on
the main spray distribution supply line.
f. If the pressure/flow is too low check for
cracks, breaks or obstructions in the
main distribution supply line.
2.5 Cleaning the Filter Media
c. Black color on media (media should have
light brown tint)
d. Excessive bio mat growth
e. Ponding
f. Clumping of the media.
Note: If any of these conditions exist the
media needs to be cleaned.
Depending upon influent strength and influent volumes, excessive biological growth can
accumulate inside and on the surface of the media filter after 7 to 10 years of use.
Cleaning of the media is a very simple and easy 10-step process:
Step 1: Turnoff power to any discharge pump.
Step 2: Remove the treatment pod cover and remove the spray distribution manifold.
Step 3: Connect wash down hose to the main spray distribution supply line.
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.
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©2017 E-Z Treat

n
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 2: 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

r�
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 of this 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
■ Petroleum Products
■ Paint & Paint Solvents
■ Pesticides
■ Condoms & sanitary napkins
■ Toxic substances (Liquid Plumber, Drano, etc.)
■ Non -Biodegradable products (cigarette butts, antibacterial wipes, etc.)
■ 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!
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©2017 E-Z Treat

E-Z +TREAT
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.
:,

SYSTEM MAINTENANCE
It is recommended that the system receive routine maintenance, at least annually. Please check your
State and local regulations for required frequency of inspection.
ROUTINE AND PREVENTATIVE MAINTENANCE
1) Remove the filter and clean, or install a clean filter element.
2) Open the field flush valve and flush the field for 5-10 minutes by activating the pump in "manual"
position. Close the flush valve (on systems with manual flush valves, close the field flush valve until
design field pressure is reached).
3) With the pump in the "manual" position, check the pressure in the drip field by using a pressure gauge
on the Schrader valve (located on the air vents), and by reading the pressure gauge located in the
Headworks box. The pressure should be close to the same as shown on the initial installation
records.
4) Remove the lids on the vacuum breaker and check for proper operation. If water is seen leaking from
the top of the vacuum breaker, remove the cap of the vacuum breaker and check for debris.
5) Turn off the pump.
6) Periodically remove and clean the air vents, field flush and filter flush valves.
7) Visually check and report the condition of the drip field, including any noticeable wetness/variations.
8) Treatment and distribution tanks are to be inspected routinely and maintained when necessary in
accordance with the manufacturer's recommendations/State regulations.
9) Record the date of inspection as well as readings from elapsed time meter, pump counter, peak
counter, high-level counter, power fail counter and any other logs provided in system controls.
Double check the settings of the control panel to be sure no one has tampered with them since the
last inspection.
10) Reset the controller(s) for automatic operation before leaving.
December 2008 Page 18

HOME OWNERS GUIDE FOR CARE AND MAINTENANCE OF DRIP DISPERSAL FIELD
A drip system has been installed on your property for the dispersal of the effluent from your home
The drip dispersal system consists of a series of diameter drip tubing. It is designed to effectively
disperse of the treated effluent using a combination of soil absorption and plant uptake. Your drip
dispersal system will function for many years with only minimal maintenance being required, provided the
following recommendations are followed:
❑ Establish landscaping immediately over subsurface system. This will stabilize the soil and allow
for the grass to take up the water.
❑ Do not discharge sump pumps, footing drains or other sources of water to the system, except
for the effluent discharge from your treatment system.
❑ Maintain all plumbing fixtures to prevent excess water from entering the dispersal system.
❑ Do not drive cars, trucks or other heavy equipment over the drip dispersal field. This can
damage the drip components or the soil and cause the system to malfunction.
❑ Do not drive tent stakes, golf putting holes, croquet hoops, etc. into the dispersal field.
❑ Contact your service company if your alarm should sound. The pump chamber is sized to allow
additional storage after the alarm sounds but you should refrain from excessive water usage
(i.e., laundry) until the system has been checked.
Contact your service company if you notice any areas of excessive wetness in the field. There may be
some initial wetness over the driplines following the initial installation. This should stop once the ground
has settled and a vegetative cover is established
December 2008 Page 19

EnZi­'__.N=�9�0T
Re -Circulating Synthetic Filter
UV
Installation and
Maintenance
Guide
Note: Maintenance Only
Installation is in Equipment Section
�SF
Models bearing the NSF mark are certified Class
to one or more of the following standards:
NSFIANSI40
NSFIANS1245
NSFIANS1350
©2017 E-ZTreat 2-2017

TABLE OF CONTENTS
-WtightSystern Installation -1-
2.0 UV Light System Maintenance

2.0 UV Light System Maintenance
The UV lamps quartz tubes (housing the lamps) must be cleaned at a minimum frequency of
every 12 months.
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.
a
Step 1: Turn power "OFF" to the UV system!
Step 2: Unscrew the fitting holding the UV lamp and quartz sleeve.
CStep 3: Lift the UV lamp assembly upward until it is clear of the housing.
7 Step 4: Using a clean, damp sponge or clean, soft cloth, wipe all residue from the quartz tube.
eel, Clean stubborn, dirty areas with a liquid glass cleaning product.
�1 Caution: DO NOT scrape or use scouring pads.
This may scratch the quartz tube and alter the performance of the UV system.
e-�
Q' Step 5: Visually inspect each quartz tube for cracks or breaks; replace any UV lamp assembly
3 that is cracked, scratched, or broken.
0
C Step 6: Re-insert the UV lamp assembly into the housing and tighten the fitting that holds
Q. 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-Z4�PTREAT
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
©2017 E-Z Treat 2-2017

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Operation & Maintenance Agreement
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
County Health Department Denial Letter
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Forsyth County 114 a
i
Department of Public Health
Environmental Health
August 20,2024
Dear Ms. Everette:
Joshua R. Swift, MPH
Public health Director
Daniel A. Lemons, REHS
Environmental Health Director
Re: Application for Improvement Permit (IP) and Construction Authorization (CA)
for Tax Lot 6STax Block 5417, Forsyth County Department of Public Health File
#413547
The Environmental Health Division, Forsyth County Departmentof Public Health, visited
the property described above to evaluate for the installation of a septic system for a 4-
bedroom single family dwelling. The evaluation was performed in accordance with
North Carolina General Statute 130A-333 and related statutes, the NC "Laws and Rules
for Sewage Treatment and Disposal Systems," Title 15A, Subchapter 18E, North
Carolina Administrative Code, and related rules.
Based on the criteria set out in "Laws and Rules for Sewage Treatment and Disposal
Systems," Title 15A, Subchapter 18E, North Carolina Administrative Code, Rules .0500
through .0509, the results of the evaluation indicate that the site is UNSUITABLE fora
ground absorption sewage system. Therefore, your request for an IPICA is DENIED.
The site is unsuitable based on the following:
Unsuitable topography and/or landscape position (Rule .0502)
_X_Unsuitable soil morphology (structure or clay mineralogy) (Rule .0503)
Unsuitable soil wetness condition (Rule .0504)
_X_Unsuitable soil depth (Rule .0505)
X Unsuitable saprolite (Rule .0506)
Presence of restrictive horizon (Rule .0507)
Insufficient space for septic system and repair area (Rule .0508)
Unsuitable for meeting required setbacks (Rule .0601)
These severe soil or site limitations could cause premature system failure leading to the
discharge of untreated sewage on the ground surface, in surface waters, directly into
the ground water or backing up inside your structures.
The site evaluation included consideration of possible site modifications and modified,
innovative or alternative systems. However, the health department has determined that
none of the above options will overcome the limitations of this site.
Possible options include the following:

• connect to public sewer
• obtaining suitable soil on an alternative site
• pursue issuance of a permit from other State agencies
• pursue a private option permit
Forth e reasons set out above, the proposed septic area is currently classified
UNSUITABLE, and an IP shall not be issued forthis site in accordance with
Rule .0509(d).
However, the site classified as UNSUITABLE may be classified as SUITABLE if written
documentation is provided that meets the requirements of Rule .0510. You may hire a
consultant to assist you if you wish to try to develop a plan under which your site could
be reclassified as SUITABLE.
You also have a right to a formal appeal of this decision. To pursue a formal appeal,
you must file a petition fora contested case hearing with the Office of Administrative
Hearings, 6714 Mail Center, Raleigh, NC 27699-6714. To get a copy of a petition form,
you may write the Office of Administrative Hearings, call the office at 919-431-3000 or
go to the website www.ncoah.com. The petition for a contested case hearing must be
filed in accordance with the provision of North Carolina General Statutes 130A-24 and
150B-23 and all other applicable provisions of Chapter 150B. NC General Statute
130A-335 (g) provides that your hearing would be held in the county where your
property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with
the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS
LETTER. The date of this letter is August 20, 2024. Meeting the 30-day deadline is
critical to your formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative
Hearings, you are required by law (NC General Statute 150B-23) to serve a copy of
your petition on the Office of General Counsel, NC Department of Health and Human
Services, 2001 Mail Service Center, Raleigh, N.C. 27699-2001.
Do not serve the petition to your local health department. Sending a copy of your
petition to the local health departmentwill not satisfy the legal requirement in NC
General Statute 150E-23 that you send a copy to the Office of General Counsel, NC
Department of Health and Human Services.
You may also wish to obtain the services of a private consultant to collect site -specific
data and submit such data and a system design to the health department for technical
review. A site may be reclassified to provisionally suitable provided written
documentation, including engineering, hydrogeologic, geologic or soil studies indicates
to the local health department that a proposed septic tank system or a proposed
alternative system can reasonably be expected to function satisfactorily.

The substantiating data from these studies must indicate that:
A. The effluent (wastewater) will receive adequate treatment
B. The effluent (wastewater) will not contaminate any groundwater or
surface water
C. The effluent (wastewater) will not be exposed on the ground
surface or be discharged to surface waters where it could come into
contact with people, animals or vectors.
You may contact me at [phone], between the hours 9:00-5:00 am, weekdays or
by mail at the Forsyth County Department of Public Health, P. 0. Box 686, Winston-
Salem, NC 27102.
r
in e ely,
f l
1
Charles Cahill, REHS
Environmental Health Supervisor II
Forsyth County Department of Public Health
Environmental Health Division
799 N. Highland Avenue I Winslan 5aim, NC 27102 1 336 703 3100
Forsyth
County ' c
Government.

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Floodway Regulation Compliance
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

National Flood Hazard Layer FI RMette
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0 250 500 1,000 1,500 2,000
Basemap Imagery Source: USGS National Map 2023
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD
Wit hBFE orDepthZoneAE,AO,AH,Ve,Aa
HAZARD AREAS
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zonex
Future Conditions 1% Annual
Chance Flood Hazard Zonex
" Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone
FLOOD HAZARD Area with Flood Risk due to Leveezone D
NOSCREEN Area of Minimal Flood Hazard
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIII Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
a - - - Coastal Transect
—sfa— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER
_ Profile Baseline
FEATURES
Hydrographic Feature
Digital Data Available AN
0 No Digital Data Available
MAP PANELS
El Unmapped
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 3/19/2024 at 5:49 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data overtime.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

Bruce Hamlett
0 Stigall Road, Kernersville
Forsyth County, North Carolina
Threatened or Endangered Aquatic Species
Documentation
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Roy Cooper, Governor
■ ■■■
■■ ■ INC DEPARTMENT OF
■ ■
Bosom NATURAL AND CULTURAL RESOURCES
■ ■■■
March 19, 2024
Chrissa MacConnell
Green Global Technologies
501 Cascade Pointe Lane
Cary, NC 27513
RE. SURFACE DRIP SYSTEM, C24101.00
Dear Chrissa MacConnell:
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-25355
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.aov/offices/Di rectorv/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natural.heritaaena dncr.nc.aov.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 276"
OFC 919.707.91120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
SURFACE DRIP SYSTEM
Project No. C24101.00
March 19, 2024
NCNHDE-25355
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID cientific Name
Common Name
Element Accuracy Federal
State
Global
State
Group
Observation
Occurrence
Status
Status
Rank
Rank
Date
Rank
1
Amphibian 39348 Ambystoma
Mole Salamander 2022-03-16
E
3-Medium ---
Special
G5
S2S3
talpoideum
Concern
Natural 34282 Dry-Mesic
--- 2012
B
3-Medium ---
---
G4G5
S4
Community Oak --Hickory Forest
(Piedmont Subtype)
Natural 34283 Mesic Mixed Hardwood---
2012
B
3-Medium ---
---
G3G4
S4
Community Forest (Piedmont
Subtype)
Natural 34284 Piedmont Alluvial
--- 2012
C?
2-High ---
---
G4
S4
Community Forest
Reptile 4788 Glyptemys
Bog Turtle 1967-06-22
H
4-Low Threatened
Threatened
G2G3
S2
muhlenbergii
Similar
Appearance
Vascular Plant 14858 Pseudognaphalium
Heller's Rabbit- 1958-10-23
H
3-Medium ---
Endangered
G4G5T
S2S3
helleri
Tobacco
3T4
Natural Areas Documented Within a One -mile Radius
of the Project Area
Site Name
Representational Rating
Collective Rating
East Belews Creek Watershed
R5 (General)
C5 (General)
Managed Areas Documented Within a One -mile
Radius of the Project Area
anagecl Area ame
Owne
Owner Type
Guilford County Open Space
Guilford County
Local Government
Piedmont Land Conservancy Easement
Piedmont Land Conservancy
Private
Definitions and an explanation of status designations and codes can be found at httr)s //ncnhde natureserve ora/help. Data query generated on March 19, 2024; source: NCNHP, Winter (January) 2024.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-25355: SURFACE DRIP SYSTEM
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966 ft
990 ft
`938 ft
I p` 0 0.28 0.55
1.1 Miles
March 19, 2024
®
NHP Natural Area (NHNA)
®
Managed Area (MAREA)
Q
Buffered Project Boundary
Q
Project Boundary
Esri. NASA, NGA, USGS, FEMA
State of North Carolina DOT, Esri. TomTom, Garmia, SafeGraph,
G-Technologies, Inc, METUNASA, USGS, EPA, NPS, US Census Bureau,
USDA, USFWS
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